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d100y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:41.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\eagill\Develop.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\Eagle\Flows.int
Input File to Layer # 2 C:\XPS\Eagle\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=5.0 5.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 76
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 91
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 91
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 649
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 52
Number of Storage junctions in Extran (NVSE)........ 0
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 0
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 76
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 91
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
EAGLE DRIVE
DEVELOPED CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 9.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 12
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 107.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
2 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
4 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
5 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
6 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
7 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
8 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
9 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
10 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
11 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
12 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
13 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
14 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
15 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
16 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
17 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
18 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
20 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
21 N52#1 N52 10.000 .28000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
22 N52#2 N52 10.000 .56000E-01 25.00 4.000 0.020 0.045 0.000 0.000 0.00
23 N44#1 N44 50.000 .12200 100.00 1.000 0.020 0.045 0.000 0.000 0.00
24 N44#2 N44 50.000 .15600 11.00 1.000 0.020 0.045 0.000 0.000 0.00
25 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
26 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
27 N42#1 N42 50.000 .10000 100.00 1.000 0.020 0.045 0.000 0.000 0.00
28 N42#2 N42 50.000 .90000E-01 10.00 1.000 0.020 0.045 0.000 0.000 0.00
29 N40#1 N40 15.000 .35000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
30 N40#2 N40 8.0000 .19000E-01 15.00 2.000 0.020 0.045 0.000 0.000 0.00
31 N39#1 N39 12.000 .58000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
32 N39#2 N39 13.000 .86000E-01 26.00 4.000 0.020 0.045 0.000 0.000 0.00
33 N38#1 N38 8.0000 .98000E-01100.00 0.900 0.020 0.045 0.000 0.000 0.00
34 N38#2 N38 27.000 .15500 26.00 0.900 0.020 0.045 0.000 0.000 0.00
35 N51B#1 N51B 23.000 .51000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
36 N51B#2 N51B 23.000 .10100 25.00 3.000 0.020 0.045 0.000 0.000 0.00
37 N50B#1 N50B 25.000 .84000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
38 N50B#2 N50B 25.000 .24000E-01 20.00 3.000 0.020 0.045 0.000 0.000 0.00
39 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
40 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
41 N49B#1 N49B 23.000 .53000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
42 N49B#2 N49B 23.000 .10500 25.00 4.000 0.020 0.045 0.000 0.000 0.00
43 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
44 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
45 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
46 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
47 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
50 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
51 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
52 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
53 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
54 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
55 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
56 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
57 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
58 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
59 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
60 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
62 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
63 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
64 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
65 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
66 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
67 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
68 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
69 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
70 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
71 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
72 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
73 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
74 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
75 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
76 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N21#1 0.0010 2.0000 2.0000
2 N21#2 0.0010 2.0000 2.0000
3 N37#1 0.0010 2.0000 2.0000
4 N37#2 0.0010 2.0000 2.0000
5 N31#1 0.0010 2.0000 2.0000
6 N31#2 0.0010 2.0000 2.0000
7 N28#1 0.0010 2.0000 2.0000
8 N28#2 0.0010 2.0000 2.0000
9 N27#1 0.0010 2.0000 2.0000
10 N27#2 0.0010 2.0000 2.0000
11 N26#1 0.0010 2.0000 2.0000
12 N26#2 0.0010 2.0000 2.0000
13 N29#1 0.0010 2.0000 2.0000
14 N29#2 0.0010 2.0000 2.0000
15 N30#1 0.0010 2.0000 2.0000
16 N30#2 0.0010 2.0000 2.0000
17 N54#1 0.0010 2.0000 2.0000
18 N54#2 0.0010 2.0000 2.0000
19 N53#1 0.0010 2.0000 2.0000
20 N53#2 0.0010 2.0000 2.0000
21 N52#1 0.0010 2.0000 2.0000
22 N52#2 0.0010 2.0000 2.0000
23 N44#1 0.0010 2.0000 2.0000
24 N44#2 0.0010 2.0000 2.0000
25 N43#1 0.0010 2.0000 2.0000
26 N43#2 0.0010 2.0000 2.0000
27 N42#1 0.0010 2.0000 2.0000
28 N42#2 0.0010 2.0000 2.0000
29 N40#1 0.0010 2.0000 2.0000
30 N40#2 0.0010 2.0000 2.0000
31 N39#1 0.0010 2.0000 2.0000
32 N39#2 0.0010 2.0000 2.0000
33 N38#1 0.0010 2.0000 2.0000
34 N38#2 0.0010 2.0000 2.0000
35 N51B#1 0.0010 2.0000 2.0000
36 N51B#2 0.0010 2.0000 2.0000
37 N50B#1 0.0010 2.0000 2.0000
38 N50B#2 0.0010 2.0000 2.0000
39 N47#1 0.0010 2.0000 2.0000
40 N47#2 0.0010 2.0000 2.0000
41 N49B#1 0.0010 2.0000 2.0000
42 N49B#2 0.0010 2.0000 2.0000
43 N45#1 0.0010 2.0000 2.0000
44 N45#2 0.0010 2.0000 2.0000
45 N10#1 0.0010 2.0000 2.0000
46 N10#2 0.0010 2.0000 2.0000
47 N8#1 0.0010 2.0000 2.0000
48 N8#2 0.0010 2.0000 2.0000
49 N11#1 0.0010 2.0000 2.0000
50 N11#2 0.0010 2.0000 2.0000
51 N7#1 0.0010 2.0000 2.0000
52 N7#2 0.0010 2.0000 2.0000
53 N6#1 0.0010 2.0000 2.0000
54 N6#2 0.0010 2.0000 2.0000
55 N5#1 0.0010 2.0000 2.0000
56 N5#2 0.0010 2.0000 2.0000
57 N4#1 0.0010 2.0000 2.0000
58 N4#2 0.0010 2.0000 2.0000
59 N2#1 0.0010 2.0000 2.0000
60 N2#2 0.0010 2.0000 2.0000
61 N36#1 0.0010 2.0000 2.0000
62 N36#2 0.0010 2.0000 2.0000
63 N35#1 0.0010 2.0000 2.0000
64 N35#2 0.0010 2.0000 2.0000
65 N23#1 0.0010 2.0000 2.0000
66 N23#2 0.0010 2.0000 2.0000
67 N22#1 0.0010 2.0000 2.0000
68 N22#2 0.0010 2.0000 2.0000
69 N20#1 0.0010 2.0000 2.0000
70 N20#2 0.0010 2.0000 2.0000
71 N19#1 0.0010 2.0000 2.0000
72 N19#2 0.0010 2.0000 2.0000
73 N18#1 0.0010 2.0000 2.0000
74 N18#2 0.0010 2.0000 2.0000
75 N17#1 0.0010 2.0000 2.0000
76 N17#2 0.0010 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N40#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N40#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N39#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N39#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N51B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N51B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N50B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N50B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N49B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N49B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
71 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
72 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
73 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
74 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
75 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
76 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 76
Total Tributary Area (hectares). 13.39
Impervious Area (hectares)...... 6.48
Pervious Area (hectares)........ 6.90
Total Width (hectares).......... 2033.70
Percent Imperviousness.......... 48.42
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N37 No Tributary Channel/Pipes
Tributary Subareas........ N37#1 N37#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N27 No Tributary Channel/Pipes
Tributary Subareas........ N27#1 N27#2
N26 No Tributary Channel/Pipes
Tributary Subareas........ N26#1 N26#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N54 No Tributary Channel/Pipes
Tributary Subareas........ N54#1 N54#2
N53 No Tributary Channel/Pipes
Tributary Subareas........ N53#1 N53#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N44 No Tributary Channel/Pipes
Tributary Subareas........ N44#1 N44#2
N43 No Tributary Channel/Pipes
Tributary Subareas........ N43#1 N43#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N40 No Tributary Channel/Pipes
Tributary Subareas........ N40#1 N40#2
N39 No Tributary Channel/Pipes
Tributary Subareas........ N39#1 N39#2
N38 No Tributary Channel/Pipes
Tributary Subareas........ N38#1 N38#2
N51B No Tributary Channel/Pipes
Tributary Subareas........ N51B#1 N51B#2
N50B No Tributary Channel/Pipes
Tributary Subareas........ N50B#1 N50B#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N49B No Tributary Channel/Pipes
Tributary Subareas........ N49B#1 N49B#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N10 No Tributary Channel/Pipes
Tributary Subareas........ N10#1 N10#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N7 No Tributary Channel/Pipes
Tributary Subareas........ N7#1 N7#2
N6 No Tributary Channel/Pipes
Tributary Subareas........ N6#1 N6#2
N5 No Tributary Channel/Pipes
Tributary Subareas........ N5#1 N5#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
***********************************************************
* Hydrographs will be stored for the following 38 INLETS *
***********************************************************
N21 N37 N31 N28 N27 N26
N29 N30 N54 N53 N52 N44
N43 N42 N40 N39 N38 N51B
N50B N47 N49B N45 N10 N8
N11 N7 N6 N5 N4 N2
N36 N35 N23 N22 N20 N19
N18 N17
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 540
Final Julian Date = 1903001
Final time of day = 32400. seconds.
Final time of day = 9.00 hours.
Final running time = 9.0000 hours.
Final running time = 0.3750 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N21#1 1896 540 N21#2 3812 1080 N37#1 1904 540
N37#2 3816 1080 N31#1 1904 540 N31#2 3820 1080
N28#1 1904 540 N28#2 3816 1080 N27#1 1896 540
N27#2 3788 1080 N26#1 1896 540 N26#2 1860 540
N29#1 1908 540 N29#2 3788 1080 N30#1 1912 540
N30#2 3824 1080 N54#1 1924 540 N54#2 1884 540
N53#1 1760 540 N53#2 1892 540 N52#1 1920 540
N52#2 3824 1080 N44#1 1912 540 N44#2 3984 1080
N43#1 1896 540 N43#2 1892 540 N42#1 1916 540
N42#2 4196 1080 N40#1 1916 540 N40#2 4120 1080
N39#1 1912 540 N39#2 3820 1080 N38#1 1872 540
N38#2 3792 1080 N51B#1 1920 540 N51B#2 3828 1080
N50B#1 1916 540 N50B#2 4340 1080 N47#1 1924 540
N47#2 3780 1080 N49B#1 1920 540 N49B#2 3864 1080
N45#1 1928 540 N45#2 3792 1080 N10#1 1904 540
N10#2 1884 540 N8#1 1900 540 N8#2 1876 540
N11#1 1840 540 N11#2 3824 1080 N7#1 1900 540
N7#2 1876 540 N6#1 1884 540 N6#2 1840 540
N5#1 1904 540 N5#2 1880 540 N4#1 1900 540
N4#2 1876 540 N2#1 1896 540 N2#2 3788 1080
N36#1 1908 540 N36#2 3816 1080 N35#1 1920 540
N35#2 1920 540 N23#1 1900 540 N23#2 3828 1080
N22#1 1896 540 N22#2 1892 540 N20#1 1868 540
N20#2 1768 540 N19#1 1912 540 N19#2 3752 1080
N18#1 1892 540 N18#2 3772 1080 N17#1 1912 540
N17#2 3880 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 107.0000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.432302E+04 107.000
Total Infiltration 1.358481E+02 1.015
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.419258E+04 106.026
Total Water remaining in Surface Storage 3.540589E+00 0.026
Infiltration over the Pervious Area... 1.358481E+02 1.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.433196E+04 107.067
Total Precipitation + Initial Storage. 1.432302E+04 107.000
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0624
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 1.419258E+04 106.026
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 1.418434E+04 105.964
Initial Storage + Inflow.................... 1.419258E+04 106.026
Final Storage + Outflow + Diverted GW....... 1.418434E+04 105.964
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0580
##################################################
# Table R9. Summary Statistics for Subcatchments #
##################################################
Note: Total Runoff Depth includes pervious & impervious area
Pervious and Impervious Runoff Depth is only the runoff from those two areas.
Subcatchment........... N21#1 N21#2 N37#1 N37#2 N31#1 N31#2
Area (hectares)........ 0.00100 0.33001 0.09000 0.13000 0.13200 0.19700
Percent Impervious..... 100.00000 55.00000 100.00000 30.00000 100.00000 30.00000
Total Rainfall (mm).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.09158 0.00000 105.08095 0.00000 105.08332
Total Losses (mm)...... 0.00000 1.89827 0.00000 1.90512 0.00000 1.90369
Remaining Depth (mm)... 0.00000 0.01014 0.00000 0.01392 0.00000 0.01299
Peak Runoff Rate (cms). 0.00000 0.11089 0.00000 0.06713 0.00000 0.10203
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.04821 107.08942 107.07336 107.13285 107.07332 107.13529
Peak Runoff Rate (cms). 0.00074 0.13940 0.06853 0.03017 0.10051 0.04572
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.04821 107.08942 107.07336 107.13285 107.07332 107.13529
Peak Runoff Rate (cms). 0.00074 0.13940 0.06853 0.03017 0.10051 0.04572
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 107.04821 106.19039 107.07336 105.69652 107.07332 105.69891
Peak Runoff Rate (cms). 0.00074 0.25029 0.06853 0.09730 0.10051 0.14775
Unit Runoff (mm/hr).... 269.66137 275.32504 276.39918 271.70481 276.39218 272.25298
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N28#1 N28#2 N27#1 N27#2 N26#1 N26#2
Area (hectares)........ 0.15200 0.22700 0.20900 0.46501 0.02300 0.03500
Percent Impervious..... 100.00000 25.00000 100.00000 35.00000 100.00000 0.00000
Total Rainfall (mm).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.08023 0.00000 105.04081 0.00000 105.02640
Total Losses (mm)...... 0.00000 1.90555 0.00000 1.92215 0.00000 1.92573
Remaining Depth (mm)... 0.00000 0.01422 0.00000 0.03704 0.00000 0.04787
Peak Runoff Rate (cms). 0.00000 0.12549 0.00000 0.21055 0.00000 0.02386
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.07375 107.14500 107.05463 107.08662 107.04842 0.00000
Peak Runoff Rate (cms). 0.11577 0.04392 0.15644 0.12486 0.01709 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.07375 107.14500 107.05463 107.08662 107.04842 0.00000
Peak Runoff Rate (cms). 0.11577 0.04392 0.15644 0.12486 0.01709 0.00048
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 107.07375 105.59642 107.05463 105.75685 107.04842 105.02640
Peak Runoff Rate (cms). 0.11577 0.16940 0.15644 0.33540 0.01709 0.02386
Unit Runoff (mm/hr).... 276.47601 270.89512 271.70616 261.83395 269.73088 247.51243
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N29#1 N29#2 N30#1 N30#2 N54#1 N54#2
Area (hectares)........ 0.13200 0.50001 0.09200 0.14900 0.00100 0.21200
Percent Impervious..... 100.00000 42.00000 100.00000 27.00000 100.00000 0.00000
Total Rainfall (mm).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.05523 0.00000 105.09400 0.00000 105.06329
Total Losses (mm)...... 0.00000 1.91746 0.00000 1.89658 0.00000 1.91420
Remaining Depth (mm)... 0.00000 0.02732 0.00000 0.00942 0.00000 0.02251
Peak Runoff Rate (cms). 0.00000 0.20641 0.00000 0.08142 0.00000 0.15269
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.08401 107.08219 107.09092 107.15328 107.13702 0.00000
Peak Runoff Rate (cms). 0.10114 0.16077 0.07070 0.03113 0.00077 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.08401 107.08219 107.09092 107.15328 107.13702 0.00000
Peak Runoff Rate (cms). 0.10114 0.16077 0.07070 0.03113 0.00077 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 107.08401 105.90655 107.09092 105.65001 107.13702 105.06329
Peak Runoff Rate (cms). 0.10114 0.36717 0.07070 0.11255 0.00077 0.15269
Unit Runoff (mm/hr).... 278.15044 266.57142 278.97108 274.20924 280.85717 261.44615
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N53#1 N53#2 N52#1 N52#2 N44#1 N44#2
Area (hectares)........ 0.00100 0.23301 0.02800 0.05600 0.12200 0.15600
Percent Impervious..... 100.00000 0.00000 100.00000 25.00000 100.00000 11.00000
Total Rainfall (mm).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.07449 0.00000 105.09020 0.00000 105.07609
Total Losses (mm)...... 0.00000 1.90878 0.00000 1.89922 0.00000 1.90791
Remaining Depth (mm)... 0.00000 0.01673 0.00000 0.01058 0.00000 0.01600
Peak Runoff Rate (cms). 0.00000 0.17046 0.00000 0.03132 0.00000 0.10179
Total Impervious Area
---------------------
Total Runoff Depth (mm) 106.85382 0.00000 107.11929 107.15446 107.09053 107.17257
Peak Runoff Rate (cms). 0.00058 0.00000 0.02164 0.01083 0.09374 0.01328
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 106.85382 0.00000 107.11929 107.15446 107.09053 107.17257
Peak Runoff Rate (cms). 0.00058 0.00002 0.02164 0.01083 0.09374 0.01328
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 106.85382 105.07449 107.11929 105.60626 107.09053 105.30670
Peak Runoff Rate (cms). 0.00058 0.17046 0.02164 0.04215 0.09374 0.11507
Unit Runoff (mm/hr).... 209.02085 265.57103 280.58765 273.23717 278.93063 267.76631
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N43#1 N43#2 N42#1 N42#2 N40#1 N40#2
Area (hectares)........ 0.00100 0.20800 0.10000 0.09000 0.03500 0.01900
Percent Impervious..... 100.00000 0.00000 100.00000 10.00000 100.00000 15.00000
Total Rainfall (mm).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.07579 0.00000 105.10277 0.00000 105.10888
Total Losses (mm)...... 0.00000 1.90807 0.00000 1.89003 0.00000 1.88515
Remaining Depth (mm)... 0.00000 0.01614 0.00000 0.00720 0.00000 0.00596
Peak Runoff Rate (cms). 0.00000 0.15244 0.00000 0.06110 0.00000 0.01223
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.04821 0.00000 107.10062 107.15974 107.11062 107.17028
Peak Runoff Rate (cms). 0.00074 0.00000 0.07707 0.00697 0.02703 0.00221
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.04821 0.00000 107.10062 107.15974 107.11062 107.17028
Peak Runoff Rate (cms). 0.00074 0.00002 0.07707 0.00697 0.02703 0.00221
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 107.04821 105.07579 107.10062 105.30846 107.11062 105.41809
Peak Runoff Rate (cms). 0.00074 0.15244 0.07707 0.06806 0.02703 0.01444
Unit Runoff (mm/hr).... 269.66137 266.03095 279.78292 274.53141 280.30892 275.89608
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N39#1 N39#2 N38#1 N38#2 N51B#1 N51B#2
Area (hectares)........ 0.05800 0.08600 0.09800 0.15500 0.05100 0.10100
Percent Impervious..... 100.00000 26.00000 100.00000 26.00000 100.00000 25.00000
Total Rainfall (mm).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.08259 0.00000 105.04743 0.00000 105.09503
Total Losses (mm)...... 0.00000 1.90414 0.00000 1.92015 0.00000 1.89584
Remaining Depth (mm)... 0.00000 0.01327 0.00000 0.03242 0.00000 0.00913
Peak Runoff Rate (cms). 0.00000 0.04704 0.00000 0.08069 0.00000 0.05676
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.09101 107.14468 106.99577 107.11312 107.12403 107.15878
Peak Runoff Rate (cms). 0.04457 0.01730 0.06757 0.03113 0.03944 0.01954
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.09101 107.14468 106.99577 107.11312 107.12403 107.15878
Peak Runoff Rate (cms). 0.04457 0.01730 0.06757 0.03113 0.03944 0.01954
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 107.09101 105.61873 106.99577 105.58450 107.12403 105.61097
Peak Runoff Rate (cms). 0.04457 0.06435 0.06757 0.11182 0.03944 0.07630
Unit Runoff (mm/hr).... 278.98040 271.60391 250.27442 261.88722 280.69094 274.23006
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N50B#1 N50B#2 N47#1 N47#2 N49B#1 N49B#2
Area (hectares)........ 0.08400 0.02400 0.03600 0.33001 0.05300 0.10500
Percent Impervious..... 100.00000 20.00000 100.00000 18.00000 100.00000 25.00000
Total Rainfall (mm).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.16899 0.00000 105.02839 0.00000 105.10010
Total Losses (mm)...... 0.00000 1.82997 0.00000 1.92529 0.00000 1.89208
Remaining Depth (mm)... 0.00000 0.00105 0.00000 0.04632 0.00000 0.00781
Peak Runoff Rate (cms). 0.00000 0.01475 0.00000 0.18505 0.00000 0.05927
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.10219 107.13158 107.15074 107.12520 107.12961 107.16277
Peak Runoff Rate (cms). 0.06477 0.00371 0.02786 0.04593 0.04099 0.02032
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.10219 107.13158 107.15074 107.12520 107.12961 107.16277
Peak Runoff Rate (cms). 0.06477 0.00371 0.02786 0.04593 0.04099 0.02032
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 107.10219 105.56151 107.15074 105.40582 107.12961 105.61577
Peak Runoff Rate (cms). 0.06477 0.01846 0.02786 0.23098 0.04099 0.07959
Unit Runoff (mm/hr).... 279.88369 279.26132 280.92556 254.08365 280.77967 275.15963
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N45#1 N45#2 N10#1 N10#2 N8#1 N8#2
Area (hectares)........ 0.03300 0.30401 0.23001 0.11000 0.22000 0.10000
Percent Impervious..... 100.00000 18.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.03711 0.00000 105.05721 0.00000 105.04680
Total Losses (mm)...... 0.00000 1.92316 0.00000 1.91670 0.00000 1.92035
Remaining Depth (mm)... 0.00000 0.03973 0.00000 0.02609 0.00000 0.03284
Peak Runoff Rate (cms). 0.00000 0.17269 0.00000 0.07852 0.00000 0.07029
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.15572 107.13071 107.06849 0.00000 107.06231 0.00000
Peak Runoff Rate (cms). 0.02554 0.04233 0.17448 0.00000 0.16599 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.15572 107.13071 107.06849 0.00000 107.06231 0.00000
Peak Runoff Rate (cms). 0.02554 0.04233 0.17448 0.00494 0.16599 0.00470
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 107.15572 105.41396 107.06849 105.05721 107.06231 105.04680
Peak Runoff Rate (cms). 0.02554 0.21502 0.17448 0.07852 0.16599 0.07029
Unit Runoff (mm/hr).... 280.93638 256.75165 275.37843 259.12865 273.87829 255.14403
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N11#1 N11#2 N7#1 N7#2 N6#1 N6#2
Area (hectares)........ 0.00100 0.80202 0.21000 0.09800 0.68701 0.29501
Percent Impervious..... 100.00000 8.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.02250 0.00000 105.04794 0.00000 104.99188
Total Losses (mm)...... 0.00000 1.92655 0.00000 1.91999 0.00000 1.93155
Remaining Depth (mm)... 0.00000 0.05095 0.00000 0.03207 0.00000 0.07657
Peak Runoff Rate (cms). 0.00000 0.50022 0.00000 0.06900 0.00000 0.19148
Total Impervious Area
---------------------
Total Runoff Depth (mm) 106.95835 107.16428 107.06051 0.00000 107.02845 0.00000
Peak Runoff Rate (cms). 0.00065 0.04966 0.15816 0.00000 0.49686 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 106.95835 107.16428 107.06051 0.00000 107.02845 0.00000
Peak Runoff Rate (cms). 0.00065 0.04966 0.15816 0.00448 0.49686 0.01407
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 106.95835 105.19384 107.06051 105.04794 107.02845 104.99188
Peak Runoff Rate (cms). 0.00065 0.54988 0.15816 0.06900 0.49686 0.19148
Unit Runoff (mm/hr).... 237.46619 248.88684 273.39713 255.57734 262.53405 235.61588
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N5#1 N5#2 N4#1 N4#2 N2#1 N2#2
Area (hectares)........ 0.22500 0.10300 0.45401 0.19400 0.00100 0.33001
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 10.00000
Total Rainfall (mm).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.05387 0.00000 105.04638 0.00000 105.02822
Total Losses (mm)...... 0.00000 1.91795 0.00000 1.92048 0.00000 1.92533
Remaining Depth (mm)... 0.00000 0.02817 0.00000 0.03313 0.00000 0.04646
Peak Runoff Rate (cms). 0.00000 0.07316 0.00000 0.13627 0.00000 0.20305
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.06557 0.00000 107.06002 0.00000 107.04821 107.15869
Peak Runoff Rate (cms). 0.17027 0.00000 0.34176 0.00000 0.00074 0.02554
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.06557 0.00000 107.06002 0.00000 107.04821 107.15869
Peak Runoff Rate (cms). 0.17027 0.00482 0.34176 0.00968 0.00074 0.02554
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 107.06557 105.05387 107.06002 105.04638 107.04821 105.24127
Peak Runoff Rate (cms). 0.17027 0.07316 0.34176 0.13627 0.00074 0.22859
Unit Runoff (mm/hr).... 274.69842 257.85141 273.26332 254.98373 269.66137 251.45247
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N36#1 N36#2 N35#1 N35#2 N23#1 N23#2
Area (hectares)........ 0.10500 0.17000 0.05000 0.02100 0.00100 0.59101
Percent Impervious..... 100.00000 27.00000 100.00000 0.00000 100.00000 55.00000
Total Rainfall (mm).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.07846 0.00000 105.15755 0.00000 105.11781
Total Losses (mm)...... 0.00000 1.90658 0.00000 1.84100 0.00000 1.87764
Remaining Depth (mm)... 0.00000 0.01496 0.00000 0.00145 0.00000 0.00455
Peak Runoff Rate (cms). 0.00000 0.09126 0.00000 0.01612 0.00000 0.20247
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.07469 107.13798 107.12272 0.00000 107.06094 107.11729
Peak Runoff Rate (cms). 0.08002 0.03551 0.03866 0.00000 0.00075 0.25120
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.07469 107.13798 107.12272 0.00000 107.06094 107.11729
Peak Runoff Rate (cms). 0.08002 0.03551 0.03866 0.00109 0.00075 0.25120
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 107.07469 105.63453 107.12272 105.15755 107.06094 106.21753
Peak Runoff Rate (cms). 0.08002 0.12678 0.03866 0.01612 0.00075 0.45367
Unit Runoff (mm/hr).... 276.65319 270.71193 280.66533 278.69972 273.51491 278.65221
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 See the original
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Full text of sections 2 to 4 (of 6)
Section 2
0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N22#1 N22#2 N20#1 N20#2 N19#1 N19#2
Area (hectares)........ 0.00100 0.21300 0.72902 0.31301 0.12400 0.70702
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 35.00000
Total Rainfall (mm).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.07829 0.00000 104.90515 0.00000 105.01670
Total Losses (mm)...... 0.00000 1.90668 0.00000 1.93898 0.00000 1.92769
Remaining Depth (mm)... 0.00000 0.01504 0.00000 0.15587 0.00000 0.05561
Peak Runoff Rate (cms). 0.00000 0.15661 0.00000 0.18208 0.00000 0.30894
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.05546 0.00000 106.99505 0.00000 107.08710 107.07313
Peak Runoff Rate (cms). 0.00075 0.00000 0.50209 0.00000 0.09515 0.18838
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.05546 0.00000 106.99505 0.00000 107.08710 107.07313
Peak Runoff Rate (cms). 0.00075 0.00002 0.50209 0.01422 0.09515 0.18838
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 107.05546 105.07829 106.99505 104.90515 107.08710 105.73645
Peak Runoff Rate (cms). 0.00075 0.15661 0.50209 0.18208 0.09515 0.49732
Unit Runoff (mm/hr).... 271.95530 266.89790 250.01181 211.16451 278.54518 255.34546
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N18#1 N18#2 N17#1 N17#2
Area (hectares)........ 0.09000 0.43001 0.02700 0.11000
Percent Impervious..... 100.00000 10.00000 100.00000 10.00000
Total Rainfall (mm).... 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.01787 0.00000 105.05682
Total Losses (mm)...... 0.00000 1.92747 0.00000 1.91685
Remaining Depth (mm)... 0.00000 0.05466 0.00000 0.02633
Peak Runoff Rate (cms). 0.00000 0.26060 0.00000 0.07063
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.04204 107.15386 107.09164 107.16919
Peak Runoff Rate (cms). 0.06633 0.03328 0.02076 0.00851
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.04204 107.15386 107.09164 107.16919
Peak Runoff Rate (cms). 0.06633 0.03328 0.02076 0.00851
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 107.04204 105.23147 107.09164 105.26805
Peak Runoff Rate (cms). 0.06633 0.29388 0.02076 0.07914
Unit Runoff (mm/hr).... 267.53982 248.09417 279.04408 261.17582
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
400.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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320.000 = =
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| ##### |
| # # |
| # # |
| # # |
| # # |
240.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| ###### # # |
IN | # # # # |
| # # # # |
MM/HR | # # # # |
| # # # # |
| # # # # |
160.000 = # # # # =
| # ##### # |
| # # |
| # # |
| # ##### |
| # # |
| # ##### |
| # # |
| ##### # |
| # # |
80.000 = # ##### =
| # # |
| # ###### |
##### # |
# ##### |
# ##### |
# ##### |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE
DEVELOPED CASE
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 1440
Length of integration step is...... 5.00 seconds
Simulation length.................. 2.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
50b50 Positive Flap Gate
49b40 Positive Flap Gate
51b50 Positive Flap Gate
3635o Positive Flap Gate
3533u Positive Flap Gate
0302o Positive Flap Gate
14b14au Positive Flap Gate
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 45.0 meters. Maximum Elevation : 9.30 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 1.01 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 2.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+00 m
" " : 0.045 Beyond Station 2.9 Max left bank area : 0.02 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.98 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4946
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 45.0 meters. Maximum Elevation : 5.20 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4440
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 45.0 meters. Maximum Elevation : 8.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 24.0 meters. Maximum Elevation : 9.60 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4241
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 24.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 27.5 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 27.5 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 27.5 meters. Maximum Section Area : 9.92 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.08E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.90 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 50b50
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.80 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 49b40
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 51b50
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 10.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 5352o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 0.56 m^2.
Maximum hydraulic radius : 0.23 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.41E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.54 m^2
Natural Cross-Section information for Channel 5238o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 35.0 meters. Maximum Elevation : 7.50 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 3851o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 55.0 meters. Maximum Elevation : 6.70 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 4845o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4140o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 38.0 meters. Maximum Elevation : 8.00 meters.
Main Channel Length : 38.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 38.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4038o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 68.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 68.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 68.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3938o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 40.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.025 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.035 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 10.0 meters. Maximum Elevation : 6.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.20 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 48.32 m^2.
Maximum hydraulic radius : 1.10 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.40E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 16.50 m^2
Max right bank area : 18.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.66 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14b14ao
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 45.0000 Natural 1.0073 0.0450 2.9550 0.4000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 4946 45.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
5 4440 45.0000 Natural 2.0882 0.0180 7.5352 0.4000
6 4342 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
7 4241 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
8 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
9 3534 27.5000 Natural 9.9250 0.0450 19.9000 0.5000
10 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
11 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
12 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
13 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
14 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
15 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
16 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
17 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
18 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
19 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
20 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
21 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
22 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
23 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
24 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
25 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
26 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
27 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
28 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
29 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
30 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
31 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
32 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
33 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
34 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
35 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
36 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
37 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
38 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
39 50b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
40 49b40 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
41 51b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
42 L610 50.0000 Circular 0.1590 0.0120 0.4500 0.4500
43 5352o 33.0000 Natural 0.5580 0.0350 1.9200 0.3000
44 5352u 35.0000 Circular 0.0177 0.0140 0.1500 0.1500
45 5238o 35.0000 Natural 0.7520 0.0350 1.9600 0.4000
46 5238u 41.0000 Circular 0.0398 0.0130 0.2250 0.2250
47 3851o 55.0000 Natural 0.7520 0.0350 1.9600 0.4000
48 3851u 55.0000 Circular 0.0398 0.0130 0.2250 0.2250
49 5148u 21.0000 Circular 0.0398 0.0140 0.2250 0.2250
50 5049u 37.0000 Circular 0.0398 0.0140 0.2250 0.2250
51 4948u 20.0000 Circular 0.0398 0.0140 0.2250 0.2250
52 4845o 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
53 4845u 60.0000 Circular 0.0707 0.0130 0.3000 0.3000
54 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
55 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
56 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
57 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
58 4140o 38.0000 Natural 2.0882 0.0180 7.5352 0.4000
59 4140u 32.0000 Circular 0.1104 0.0130 0.3750 0.3750
60 4038o 68.0000 Natural 4.1558 0.0180 14.9231 0.4000
61 4038u 68.0000 Circular 0.1590 0.0130 0.4500 0.4500
62 3938o 40.0000 Natural 1.9520 0.0250 4.9600 0.4000
63 3938u 40.0000 Circular 0.0177 0.0120 0.1500 0.1500
64 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
65 3836u 40.0000 Circular 0.1590 0.0130 0.4500 0.4500
66 3635o 10.0000 Natural 48.3161 0.0350 41.8949 1.2000
67 3635u 10.0000 Circular 0.1590 0.0120 0.4500 0.4500
68 3533u 38.0000 Circular 0.1590 0.0120 0.4500 0.4500
69 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
70 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
71 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
72 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
73 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
74 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
75 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
76 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
77 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
78 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
79 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
80 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
81 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
82 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
83 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
84 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
85 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
86 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
87 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
88 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
89 14b14ao 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
90 14b14au 10.0000 Circular 0.0707 0.0140 0.3000 0.3000
Total length of all conduits .... 3396.5000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1714B 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
L610 1.0000 1.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5238u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5148u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5049u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4948u 1.0000 0.2500 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4845u 1.0000 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4140u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4038u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3938u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3836u 1.0000 0.4000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3635o 1.0000 2.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Kinematic Wave
3635u 1.0000 2.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3533u 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14b14au 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.20
5047 0.15
4946 0.16
5114b 0.14
4440 0.18
4342 0.34
4241 0.34
3736 0.17
3534 0.40
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
50b50 0.98
49b40 0.98
51b50 0.98
L610 0.21
5352o 0.26
5352u 0.17
5238o 0.28
5238u 0.18
3851o 0.18
3851u 0.14
5148u 0.35
5049u 0.20
4948u 0.37
4845o 0.12
4845u 0.14
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
4140o 0.22
4140u 0.30
4038o 0.12
4038u 0.15
3938o 0.25
3938u 0.15
3836o 0.19
3836u 0.26
3635o 1.68 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3635u 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3533u 0.28
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14b14ao 0.98
14b14au 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.1475E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.3000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.8000 7.4000 0.0000 0.0000 100.0000
3 N52 10.0000 7.5000 6.1000 0.0000 0.0000 100.0000
4 N38 10.0000 6.7000 5.0000 0.0000 0.0000 100.0000
5 N51B 10.0000 5.4000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 4.8000 3.6000 0.0000 0.0000 100.0000
7 N50B 10.0000 6.3000 4.7000 0.0000 0.0000 100.0000
8 N49B 10.0000 5.6000 4.0000 0.0000 0.0000 100.0000
9 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
10 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
11 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
12 N43 10.0000 9.6000 9.2000 0.0000 0.0000 100.0000
13 N42 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
14 N41 10.0000 8.0000 6.6000 0.0000 0.0000 100.0000
15 N44 10.0000 8.4000 8.0000 0.0000 0.0000 100.0000
16 N40 10.0000 7.0000 5.6000 0.0000 0.0000 100.0000
17 N39 10.0000 7.4000 6.0000 0.0000 0.0000 100.0000
18 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
19 N36 10.0000 6.9700 4.4700 0.0000 0.0000 100.0000
20 N35 10.0000 6.4000 4.0000 0.0000 0.0000 100.0000
21 N34 10.0000 4.8000 4.1000 0.0000 0.0000 100.0000
22 N33 10.0000 3.0500 2.6000 0.0000 0.0000 100.0000
23 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
24 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
25 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
26 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
27 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
28 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
29 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
30 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
31 N23 10.0000 5.0000 4.7000 0.0000 0.0000 Section 3
100.0000
32 N22 10.0000 4.6000 1.8600 0.0000 0.0000 100.0000
33 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
34 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
35 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
36 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
37 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
38 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
39 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
40 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
41 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
42 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
43 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
44 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
45 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
46 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
47 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
48 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
49 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
50 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
51 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
52 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
53 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
54 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
55 N50 10.0000 6.1000 5.7000 0.0000 0.0000 100.0000
56 N49 10.0000 5.4000 5.0000 0.0000 0.0000 100.0000
57 N51 10.0000 5.2000 4.8000 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160872.3200 17772.6800 No Ponding Normal 0 0.0000
2 N53 -160580.0050 12711.2450 No Ponding Normal 0 0.0000
3 N52 -166206.7250 12636.2550 No Ponding Normal 0 0.0000
4 N38 -171833.4400 12853.3400 No Ponding Normal 0 0.0000
5 N51B -176819.5150 14749.0650 No Ponding Normal 0 0.0000
6 N48 -176977.5250 20615.6450 No Ponding Normal 0 0.0000
7 N50B -176738.5150 28838.2450 No Ponding Normal 0 0.0000
8 N49B -176841.2250 25550.3700 No Ponding Normal 0 0.0000
9 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
10 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
11 N45 -183719.9500 18191.7850 No Ponding Normal 0 0.0000
12 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
13 N42 -165291.9300 30668.6650 No Ponding Normal 0 0.0000
14 N41 -170380.0400 30590.2250 No Ponding Normal 0 0.0000
15 N44 -166055.6050 26690.4250 No Ponding Normal 0 0.0000
16 N40 -171689.2050 27152.6450 No Ponding Normal 0 0.0000
17 N39 -169210.8050 17901.7100 No Ponding Normal 0 0.0000
18 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
19 N36 -171862.5500 8815.4800 No Ponding Normal 0 0.0000
20 N35 -175494.0450 7855.2280 No Ponding Normal 0 0.0000
21 N34 -180931.2000 8787.5770 No Ponding Normal 0 0.0000
22 N33 -180375.0150 6166.6680 No Ponding Normal 0 0.0000
23 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
24 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
25 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
26 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
27 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
28 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
29 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
30 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
31 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
32 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
33 N21 -185518.7450 11528.0300 No Ponding Normal 0 0.0000
34 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
35 N19 -189538.9050 -2208.3699 No Ponding Normal 0 0.0000
36 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
37 N17 -189306.1300 11452.3900 No Ponding Normal 0 0.0000
38 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
39 N15 -194758.4350 18301.8800 No Ponding Normal 0 0.0000
40 N14B -191661.4300 13346.4450 No Ponding Normal 0 0.0000
41 N14A -195792.5400 13900.6050 No Ponding Normal 0 0.0000
42 N13 -199667.0250 14032.5300 No Ponding Normal 0 0.0000
43 N12 -202825.1500 14195.2450 No Ponding Normal 0 0.0000
44 N11 -206840.8500 15119.2750 No Ponding Normal 0 0.0000
45 N10 -202446.6200 -2736.1661 No Ponding Normal 0 0.0000
46 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
47 N8 -207698.0100 6065.0360 No Ponding Normal 0 0.0000
48 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
49 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
50 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
51 N4 -211172.2100 11068.6850 No Ponding Normal 0 0.0000
52 N3 -210589.2150 16923.5400 No Ponding Normal 0 0.0000
53 N2 -211862.4350 20866.5750 No Ponding Normal 0 0.0000
54 N1 -212673.2100 25464.4650 No Ponding Normal 0 0.0000
55 N50 -179020.4400 28627.8600 No Ponding Normal 0 0.0000
56 N49 -178928.3200 24844.1900 No Ponding Normal 0 0.0000
57 N51 -178437.5100 14849.0750 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N53 8.9000 8.4000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 4946 N49 N46 5.0000 4.0000 No Design
4 5114b N51 N14B 4.8000 3.0000 No Design
5 4440 N44 N40 8.0000 6.0000 No Design
6 4342 N43 N42 9.2000 8.3000 No Design
7 4241 N42 N41 8.3000 7.6000 No Design
8 3736 N37 N36 7.0000 5.5200 No Design
9 3534 N35 N34 5.2000 4.3000 No Design
10 3422 N34 N22 4.3000 4.2000 No Design
11 3130 N31 N30 7.5000 5.7000 No Design
12 3024 N30 N24 4.2000 2.8600 No Design
13 3036 N30 N36 5.6200 5.5200 No Design
14 2827 N28 N27 8.3000 6.7000 No Design
15 2726 N27 N26 6.7000 6.5000 No Design
16 2629 N26 N29 6.5000 6.4000 No Design
17 2930 N29 N30 6.4000 5.6200 No Design
18 2725 N27 N25 5.3500 4.8700 No Design
19 2524 N25 N24 4.8700 2.8600 No Design
20 2422 N24 N22 2.5900 1.8600 No Design
21 L575 N23 N22 4.7000 3.4000 No Design
22 2117 N21 N17 3.0000 2.9500 No Design
23 1714B N17 N14B 2.9000 2.8500 No Design
24 1716 N17 N16 1.7500 1.3500 No Design
25 1615 N16 N15 1.3400 1.2100 No Design
26 1614A N16 N14A 1.6500 1.6000 No Design
27 4514B N45 N14B 3.5000 2.8500 No Design
28 4515 N45 N15 2.5000 1.2100 No Design
29 1502 N15 N2 1.2100 1.0500 No Design
30 14A13 N13 N14A 1.8600 1.6000 No Design
31 1312 N13 N12 1.8600 1.6800 No Design
32 1211 N12 N11 1.6800 1.3400 No Design
33 1103 N11 N3 1.3400 1.1000 No Design
34 0912 N9 N12 3.5000 2.0000 No Design
35 0908 N9 N8 2.5000 2.0000 No Design
36 0811 N8 N11 3.0000 2.0000 No Design
37 0804 N8 N4 2.0000 1.7000 No Design
38 0201 N2 N1 1.0500 0.9300 No Design
39 50b50 N50B N50 5.9000 5.7000 No Design
40 49b40 N49B N49 5.2000 5.0000 No Design
41 51b50 N51B N51 5.0000 4.8000 No Design
42 L610 N33 N22 2.6000 1.8600 No Design
43 5352o N53 N52 8.4000 7.1000 No Design
44 5352u N53 N52 7.4000 6.1000 No Design
45 5238o N52 N38 7.1000 6.0000 No Design
46 5238u N52 N38 6.1000 5.0000 No Design
47 3851o N38 N51B 6.3000 5.0000 No Design
48 3851u N38 N51B 5.0000 3.8000 No Design
49 5148u N51B N48 3.8000 3.6000 No Design
50 5049u N50B N49B 5.7000 5.0000 No Design
51 4948u N49B N48 4.0000 3.6000 No Design
52 4845o N48 N45 4.6000 3.5000 No Design
53 4845u N48 N45 3.6000 2.5000 No Design
54 4746o N47 N46 4.6000 4.0000 No Design
55 4746u N47 N46 3.6000 3.0000 No Design
56 4645o N46 N45 4.0000 3.5000 No Design
57 4645u N46 N45 3.0000 2.5000 No Design
58 4140o N41 N40 7.6000 6.6000 No Design
59 4140u N41 N40 6.6000 5.6000 No Design
60 4038o N40 N38 6.6000 6.0000 No Design
61 4038u N40 N38 5.6000 5.0000 No Design
62 3938o N39 N38 7.0000 6.0000 No Design
63 3938u N39 N38 6.0000 5.0000 No Design
64 3836o N38 N36 6.0000 5.5200 No Design
65 3836u N38 N36 5.0000 4.4700 No Design
66 3635o N36 N35 5.7700 5.2000 No Design
67 3635u N36 N35 4.4700 4.0000 No Design
68 3533u N35 N33 4.0000 2.6000 No Design
69 2217o N22 N17 3.4000 2.9500 No Design
70 2217u N22 N17 1.8600 1.7500 No Design
71 2019o N20 N19 7.0000 6.0000 No Design
72 2019u N20 N19 6.0000 4.5000 No Design
73 1918o N19 N18 6.0000 3.0000 No Design
74 1918u N19 N18 4.5000 1.9000 No Design
75 1817o N18 N17 3.0000 2.9500 No Design
76 1817u N18 N17 1.9000 1.7500 No Design
77 1009o N10 N9 4.6000 3.5000 No Design
78 1009u N10 N9 3.6000 2.5000 No Design
79 0706o N7 N6 5.0000 4.5000 No Design
80 0706u N7 N6 4.0000 3.5000 No Design
81 0604o N6 N4 4.5000 2.8000 No Design
82 0604u N6 N4 3.5000 1.7000 No Design
83 0504o N5 N4 4.3000 2.8000 No Design
84 0504u N5 N4 3.3000 1.7000 No Design
85 0403o N4 N3 2.8000 2.0000 No Design
86 0403u N4 N3 1.7000 1.1000 No Design
87 0302o N3 N2 1.8200 1.8100 No Design
88 0302u N3 N2 1.1000 1.0500 No Design
89 14b14ao N14B N14A 2.9900 2.5000 No Design
90 14b14au N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE
DEVELOPED CASE
Title from immediately preceding computational layer
EAGLE DRIVE
DEVELOPED CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 38
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.08
#################################################
# Element numbers of interface inlet locations: #
#################################################
N21 N37 N31 N28 N27 N26 N29
N30 N54 N53 N52 N44 N43 N42
N40 N39 N38 N51B N50B N47 N49B
N45 N10 N8 N11 N7 N6 N5
N4 N2 N36 N35 N23 N22 N20
N19 N18 N17
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 1.0248 0.0111
5047 2.8812 0.0234
4946 2.8075 0.0222
5114b 3.5733 0.0360
4440 10.0429 0.0444
4342 9.2249 0.0375
4241 8.1356 0.0292
3736 14.9983 0.0296
3534 24.3602 0.0327
3422 2.2724 0.0025
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
50b50 13.6470 0.0200
49b40 13.6470 0.0200
51b50 13.6470 0.0200
L610 0.3758 0.0148
5352o 1.1925 0.0394
5352u 0.0273 0.0371
5238o 1.6591 0.0314
5238u 0.0735 0.0268
3851o 1.4388 0.0236
3851u 0.0663 0.0218
5148u 0.0407 0.0095
5049u 0.0573 0.0189
4948u 0.0590 0.0200
4845o 2.5500 0.0183
4845u 0.1309 0.0183
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
4140o 7.7278 0.0263
4140u 0.3099 0.0313
4038o 9.0986 0.0088
4038u 0.2678 0.0088
3938o 6.1031 0.0250
3938u 0.0261 0.0250
3836o 9.9729 0.0120
3836u 0.3282 0.0133
3635o 350.7969 0.0570
3635u 0.6696 0.0470
3533u 0.5928 0.0368
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14b14ao 75.9084 0.0490
14b14au 0.1270 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 7.40 N52/ 0.00 / 6.10
N38/ 0.00 / 5.00 N51B/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50B/ 0.00 / 4.70 N49B/ 0.00 / 4.00 N47/ 0.00 / 3.60
N46/ 0.00 / 3.00 N45/ 0.00 / 2.50 N43/ 0.00 / 9.20
N42/ 0.00 / 8.30 N41/ 0.00 / 6.60 N44/ 0.00 / 8.00
N40/ 0.00 / 5.60 N39/ 0.00 / 6.00 N37/ 0.00 / 7.00
N36/ 0.00 / 4.47 N35/ 0.00 / 4.00 N34/ 0.00 / 4.10
N33/ 0.00 / 2.60 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
N50/ 0.00 / 5.70 N49/ 0.00 / 5.00 N51/ 0.00 / 4.80
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.40/ 7.40 5047/ 3.60/ 3.60 4946/ 3.00/ 3.00
5114b/ 1.80/ 1.80 4440/ 5.60/ 5.60 4342/ 8.30/ 8.30
4241/ 6.60/ 6.60 3736/ 4.47/ 4.47 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 50b50/ 5.70/ 5.70
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 1.86/ 1.86
5352o/ 6.10/ 6.10 5352u/ 6.10/ 6.10 5238o/ 5.00/ 5.00
5238u/ 5.00/ 5.00 3851o/ 3.80/ 3.80 3851u/ 3.80/ 3.80
5148u/ 3.60/ 3.60 5049u/ 4.00/ 4.00 4948u/ 3.60/ 3.60
4845o/ 2.50/ 2.50 4845u/ 2.50/ 2.50 4746o/ 3.00/ 3.00
4746u/ 3.00/ 3.00 4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50
4140o/ 5.60/ 5.60 4140u/ 5.60/ 5.60 4038o/ 5.00/ 5.00
4038u/ 5.00/ 5.00 3938o/ 5.00/ 5.00 3938u/ 5.00/ 5.00
3836o/ 4.47/ 4.47 3836u/ 4.47/ 4.47 3635o/ 4.00/ 4.00
3635u/ 4.00/ 4.00 3533u/ 2.60/ 2.60 2217o/ 1.75/ 1.75
2217u/ 1.75/ 1.75 2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50
1918o/ 1.90/ 1.90 1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75
1817u/ 1.75/ 1.75 1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50
0706o/ 3.50/ 3.50 0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70
0604u/ 1.70/ 1.70 0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70
0403o/ 1.10/ 1.10 0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05
0302u/ 1.05/ 1.05 14b14ao/ 1.65/ 1.65 14b14au/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 75.0000
N53 2.0930 5.2324 70.0000
N52 1.7383 4.3458 45.0000
N38 2.6194 6.5484 45.0000
N51B 2.9138 7.2844 90.0000
N48 2.4160 6.0401 10.0000
N50B 2.6232 6.5579 155.0000
N49B 2.2609 5.6522 30.0000
N47 0.5912 1.4780 150.0000
N46 1.0863 2.7158 10.0000
N45 1.7719 4.4297 30.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 2.1126 5.2814 635.0000
N44 50.0000 50.0000 0.0000
N40 3.9047 9.7616 95.0000
N39 4.2950 10.7374 5.0000
N37 50.0000 50.0000 0.0000
N36 2.4268 6.0669 5.0000
N35 1.5800 3.9500 5.0000
N34 2.3279 5.8197 215.0000
N33 1.3863 3.4657 3500.0000
N31 48.0080 50.0000 0.0000
N30 0.2744 0.6859 85.0000
N29 50.0000 50.0000 0.0000
N28 41.5484 50.0000 0.0000
N27 2.0868 5.2169 185.0000
N26 36.4114 50.0000 0.0000
N25 1.6536 4.1340 0.0000
N24 0.6928 1.7320 300.0000
N23 16.7097 41.7744 0.0000
N22 0.3362 0.8405 35.0000
N21 1.7073 4.2683 100.0000
N20 1.0299 2.5748 150.0000
N19 0.2758 0.6896 185.0000
N18 1.5742 3.9356 45.0000
N17 3.1623 7.9059 115.0000
N16 3.5986 8.9964 0.0000
N15 7.1606 17.9015 0.0000
N14B 0.6718 1.6795 125.0000
N14A 12.4592 31.1480 0.0000
N13 13.3670 33.4175 0.0000
N12 25.4579 50.0000 0.0000
N11 35.9596 50.0000 0.0000
N10 1.3491 3.3727 105.0000
N9 1.2808 3.2019 315.0000
N8 1.0500 2.6251 10.0000
N7 0.8511 2.1277 200.0000
N6 0.9871 2.4676 10.0000
N5 1.8313 4.5782 65.0000
N4 4.7833 11.9582 0.0000
N3 23.6475 50.0000 0.0000
N2 5.7536 14.3840 0.0000
N1 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N51 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N33
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 29.5693 29.5693 50.0000 2.3333 -0.0008 0.3034 Normal Soln
5047 50.0000 50.0000 50.0000 0.0000 -0.0006 0.0201 Normal Soln
4946 50.0000 50.0000 50.0000 0.0000 0.0014 0.0963 Normal Soln
5114b 49.9696 49.9696 50.0000 0.0000 0.0018 0.0800 Normal Soln
4440 26.3759 26.3759 39.3537 0.0000 -0.5018 0.1450 Normal Soln
4342 14.5747 14.5747 25.3591 0.0000 -0.0016 0.0370 Normal Soln
4241 11.2391 11.2391 17.2732 0.0000 -0.0023 0.0830 Normal Soln
3736 35.8462 35.8462 50.0000 0.0000 -0.0016 0.0246 Normal Soln
3534 14.2191 14.2191 45.7121 0.0000 0.0172 0.1676 Normal Soln
3422 17.0468 17.0468 50.0000 0.0000 0.0114 1.6960 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0051 0.0422 Normal Soln
3024 7.7553 7.7553 19.0438 0.0000 -0.0185 2.1110 Normal Soln
3036 11.2362 11.2362 50.0000 0.0000 -0.0150 0.4834 Normal Soln
2827 28.4988 28.4988 45.5472 0.0000 0.0021 0.0411 Normal Soln
2726 7.4137 7.4137 24.0780 0.0000 0.1122 0.0931 Normal Soln
2629 31.1395 31.1395 50.0000 0.0000 -0.0029 0.4685 Normal Soln
2930 27.1896 27.1896 49.8144 0.0000 -0.0054 0.1730 Normal Soln
2725 4.9489 4.9489 12.5228 0.0000 0.0032 2.4096 Normal Soln
2524 14.3570 14.3570 32.9739 0.0000 0.0037 2.1326 Normal Soln
2422 6.2430 6.2430 18.2304 0.0000 0.0242 1.7536 Normal Soln
L575 45.0727 45.0727 50.0000 0.0000 -0.0046 0.2577 Normal Soln
2117 5.9828 5.9828 22.3887 0.0000 -0.0048 0.0931 Normal Soln
1714B 14.0207 14.0207 38.8148 0.0000 0.0154 0.7142 Normal Soln
1716 4.5877 4.5877 12.4444 0.0000 -0.0178 1.6152 Normal Soln
1615 3.8677 3.8677 9.7276 0.0000 0.0092 3.7719 Normal Soln
1614A 1.7594 1.7594 5.1557 36.5000 -0.0096 3.7317 Normal Soln
4514B 16.2140 16.2140 27.5332 0.0000 0.0048 0.0378 Normal Soln
4515 5.7489 5.7489 13.6369 0.0000 0.0024 2.1294 Normal Soln
1502 14.9436 14.9436 32.6528 0.0000 0.0097 4.7754 Normal Soln
14A13 3.8264 3.8264 15.7510 0.0000 -0.0223 0.4841 Normal Soln
1312 6.2149 6.2149 25.0370 0.0000 0.0216 0.5034 Normal Soln
1211 14.2501 14.2501 50.0000 0.0000 0.0178 0.3507 Normal Soln
1103 15.6761 15.6761 50.0000 0.0000 0.0146 0.2431 Normal Soln
0912 28.5120 28.5120 50.0000 0.0000 -0.0019 0.0321 Normal Soln
0908 11.3751 11.3751 41.7063 0.0000 0.0040 2.1460 Normal Soln
0811 31.8866 31.8866 50.0000 0.0000 0.0030 0.0802 Normal Soln
0804 10.8307 10.8307 33.7987 0.0000 -0.0047 2.9708 Normal Soln
0201 3.0583 3.0583 7.3203 0.0000 -0.3743 0.1605 Normal Soln
50b50 9.6851 9.6851 15.7109 0.0000 -0.0092 0.0062 Normal Soln
49b40 7.1303 7.1303 10.8029 0.0000 0.0063 0.0201 Normal Soln
51b50 6.4290 6.4290 9.3858 0.0000 -0.0020 0.0220 Normal Soln
L610 7.8660 7.8660 22.9547 0.0000 -0.0146 2.2812 Normal Soln
5352o 14.0768 14.0768 26.8164 0.0000 -0.0038 0.5081 Normal Soln
5352u 6.7093 6.7093 16.7851 0.0000 0.0012 3.6251 Normal Soln
5238o 15.0378 15.0378 30.6096 0.0000 -0.0032 0.3887 Normal Soln
5238u 8.0333 8.0333 22.3766 0.0000 0.0009 2.3736 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.0572 11.0572 36.3629 0.0000 -0.0083 2.5234 Normal Soln
5148u 4.1267 4.1267 12.4409 0.0000 0.0016 4.4796 Normal Soln
5049u 12.9685 12.9685 26.4721 0.0000 0.0017 2.3492 Normal Soln
4948u 3.8700 3.8700 11.7079 0.0000 0.0017 2.8728 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 0.0020 0.0148 Normal Soln
4845u 12.6737 12.6737 37.7411 0.0000 -0.0023 1.9522 Normal Soln
4746o 26.8199 26.8199 50.0000 0.0000 0.0011 0.0054 Normal Soln
4746u 5.4052 5.4052 18.0766 0.0000 0.0045 1.8756 Normal Soln
4645o 29.9647 29.9647 50.0000 0.0000 -0.0015 0.0162 Normal Soln
4645u 7.0786 7.0786 24.4593 0.0000 -0.0039 2.4323 Normal Soln
4140o 28.0702 28.0702 50.0000 0.0000 -0.0022 0.0235 Normal Soln
4140u 6.2621 6.2621 17.0778 0.0000 0.0068 1.7270 Normal Soln
4038o 50.0000 50.0000 50.0000 0.0000 0.0033 0.0587 Normal Soln
4038u 14.0590 14.0590 45.7927 0.0000 -0.0050 2.2419 Normal Soln
3938o 35.4478 35.4478 50.0000 0.0000 -0.0014 0.0337 Normal Soln
3938u 8.7047 8.7047 27.5120 0.0000 0.0004 2.5165 Normal Soln
3836o 25.0479 25.0479 50.0000 0.0000 0.0050 0.1642 Normal Soln
3836u 7.8929 7.8929 23.4085 0.0000 0.0330 3.0629 Normal Soln
3635o 6.2492 6.2492 11.8761 0.0000 0.0332 0.0118 Normal Soln
3635u 1.7904 1.7904 4.6567 81.1667 -0.0117 1.3301 Normal Soln
3533u 5.9701 5.9701 14.8566 0.0000 -0.0105 1.4316 Normal Soln
2217o 15.3889 15.3889 31.2862 0.0000 0.0135 0.3255 Normal Soln
2217u 5.2164 5.2164 12.6845 0.0000 -0.0321 4.9215 Normal Soln
2019o 21.4612 21.4612 35.6195 0.0000 0.0669 0.0990 Normal Soln
2019u 5.1071 5.1071 11.5767 0.0000 0.0165 1.8266 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0062 0.0332 Normal Soln
1918u 15.8717 15.8717 36.9190 0.0000 0.0140 2.2523 Normal Soln
1817o 14.4603 14.4603 38.4281 0.0000 -0.0085 0.2476 Normal Soln
1817u 4.1930 4.1930 11.4402 0.0000 -0.0151 3.9040 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0138 0.0159 Normal Soln
1009u 10.3615 10.3615 29.8423 0.0000 -0.0023 2.0235 Normal Soln
0706o 28.1519 28.1519 50.0000 0.0000 0.0035 0.0458 Normal Soln
0706u 6.7717 6.7717 24.4571 0.0000 -0.0032 1.9017 Normal Soln
0604o 29.3270 29.3270 48.6770 0.0000 -0.0061 0.1354 Normal Soln
0604u 9.6913 9.6913 20.7962 0.0000 0.0028 2.2328 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0094 0.0332 Normal Soln
0504u 12.3742 12.3742 33.3863 0.0000 -0.0162 1.9693 Normal Soln
0403o 12.1446 12.1446 25.4235 0.0000 -0.0064 0.1311 Normal Soln
0403u 3.2950 3.2950 7.1879 0.0000 0.0069 1.2350 Normal Soln
0302o 5.5120 5.5120 15.1335 0.0000 0.0180 2.5923 Normal Soln
0302u 2.7235 2.7235 11.9169 0.0000 0.0107 0.7216 Normal Soln
14b14ao 5.7190 5.7190 27.1292 0.0000 0.0257 0.0850 Normal Soln
14b14au 1.9455 1.9455 6.0013 0.0000 -0.0130 3.4065 Normal Soln
The conduit with the smallest time step limitation was..3635u
The conduit with the largest wobble was.................2217u
The conduit with the largest flow change in any
consecutive time step...................................4440
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 2.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.02 / 8.92/ N53/ 0.02 / 7.42/ N52/ 0.02 / 6.12/
N38/ 0.02 / 5.02/ N51B/ 0.03 / 3.83/ N48/ 0.02 / 3.62/
N50B/ 1.00 / 5.70/ N49B/ 0.01 / 4.01/ N47/ 0.01 / 3.61/
N46/ 0.01 / 3.01/ N45/ 0.02 / 2.52/ N43/ 0.00 / 9.20/
N42/ 0.01 / 8.31/ N41/ 0.01 / 6.61/ N44/ 0.01 / 8.01/
N40/ 0.02 / 5.62/ N39/ 0.01 / 6.01/ N37/ 0.00 / 7.00/
N36/ 0.01 / 4.48/ N35/ 0.02 / 4.02/ N34/ 0.21 / 4.31/
N33/ 0.02 / 2.62/ N31/ 0.00 / 7.50/ N30/ 0.02 / 4.22/
N29/ 0.02 / 6.42/ N28/ 0.01 / 8.31/ N27/ 0.02 / 5.37/
N26/ 0.03 / 6.53/ N25/ 0.02 / 4.89/ N24/ 0.03 / 2.62/
N23/ 0.01 / 4.71/ N22/ 0.06 / 1.92/ N21/ 1.00 / 3.00/
N20/ 0.02 / 6.02/ N19/ 0.03 / 4.53/ N18/ 0.05 / 1.95/
N17/ 0.05 / 1.80/ N16/ 0.06 / 1.40/ N15/ 0.12 / 1.33/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.04 / 1.38/ N10/ 0.01 / 3.61/
N9/ 0.01 / 2.51/ N8/ 0.02 / 2.02/ N7/ 0.01 / 4.01/
N6/ 0.02 / 3.52/ N5/ 0.01 / 3.31/ N4/ 0.03 / 1.73/
N3/ 0.02 / 1.12/ N2/ 0.07 / 1.12/ N1/ 0.05 / 0.98/
N50/ 0.00 / 5.70/ N49/ 0.00 / 5.00/ N51/ 0.00 / 4.80/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00*/
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.02*/
1615/ 0.02 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.02 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.03 / 50b50/ 0.00*/
49b40/ 0.00*/ 51b50/ 0.00*/ L610/ 0.00*/
5352o/ 0.00 / 5352u/ 0.00 / 5238o/ 0.00*/
5238u/ 0.00*/ 3851o/ 0.00 / 3851u/ 0.00*/
5148u/ 0.00 / 5049u/ 0.00 / 4948u/ 0.00*/
4845o/ 0.00*/ 4845u/ 0.00*/ 4746o/ 0.00*/
4746u/ 0.00*/ 4645o/ 0.00*/ 4645u/ 0.00*/
4140o/ 0.00*/ 4140u/ 0.00*/ 4038o/ 0.00*/
4038u/ 0.00*/ 3938o/ 0.00*/ 3938u/ 0.00*/
3836o/ 0.00*/ 3836u/ 0.00 / 3635o/ 0.00 /
3635u/ 0.00 / 3533u/ 0.00*/ 2217o/ 0.00*/
2217u/ 0.01 / 2019o/ 0.00 / 2019u/ 0.00*/
1918o/ 0.00*/ 1918u/ 0.01*/ 1817o/ 0.00 /
1817u/ 0.01 / 1009o/ 0.00*/ 1009u/ 0.00*/
0706o/ 0.00*/ 0706u/ 0.00*/ 0604o/ 0.00 /
0604u/ 0.00*/ 0504o/ 0.00*/ 0504u/ 0.00*/
0403o/ 0.00*/ 0403u/ 0.00 / 0302o/ 0.00 /
0302u/ 0.01 / 14b14ao/ 0.00*/ 14b14au/ 0.00*/
FREE # 1/ 0.03 /
Conduit/ Velocity
5453/ 0.09 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.18 / 4342/ 0.13 /
4241/ 0.20 / 3736/ 0.10 / 3534/ 0.00 /
3422/ 0.03 / 3130/ 0.03 / 3024/ 0.72 /
3036/ 0.00 / 2827/ 0.13 / 2726/ 0.00 /
2629/ 0.07 / 2930/ 0.23 / 2725/ 0.50 /
2524/ 0.62 / 2422/ 0.35 / L575/ 0.08 /
2117/ 0.03 / 1714B/ 0.00 / 1716/ 0.91 /
1615/ 0.52 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.20 / 1502/ 0.57 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.05 /
0912/ 0.00 / 0908/ 0.22 / 0811/ 0.00 /
0804/ 0.21 / 0201/ 0.32 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.19 /
5352o/ 0.00 / 5352u/ 0.65 / 5238o/ 0.00 /
5238u/ 0.52 / 3851o/ 0.00 / 3851u/ 0.44 /
5148u/ 0.45 / 5049u/ 0.17 / 4948u/ 0.08 /
4845o/ 0.00 / 4845u/ 0.53 / 4746o/ 0.00 /
4746u/ 0.38 / 4645o/ 0.00 / 4645u/ 0.20 /
4140o/ 0.00 / 4140u/ 0.30 / 4038o/ 0.00 /
4038u/ 0.29 / 3938o/ 0.00 / 3938u/ 0.10 /
3836o/ 0.00 / 3836u/ 0.45 / 3635o/ 0.00 /
3635u/ 0.75 / 3533u/ 0.64 / 2217o/ 0.00 /
2217u/ 0.48 / 2019o/ 0.00 / 2019u/ 0.90 /
1918o/ 0.00 / 1918u/ 0.66 / 1817o/ 0.00 /
1817u/ 0.61 / 1009o/ 0.00 / 1009u/ 0.30 /
0706o/ 0.00 / 0706u/ 0.20 / 0604o/ 0.00 /
0604u/ 0.67 / 0504o/ 0.00 / 0504u/ 0.14 /
0403o/ 0.00 / 0403u/ 0.84 / 0302o/ 0.00 /
0302u/ 0.05 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Width
5453/ 0.42 / 5047/ 0.01 / 4946/ 0.01 /
5114b/ 0.01 / 4440/ 0.13 / 4342/ 0.21 /
4241/ 0.20 / 3736/ 0.18 / 3534/ 8.91 /
3422/ 3.16 / 3130/ 0.61 / 3024/ 0.19 /
3036/ 3.14 / 2827/ 0.25 / 2726/ 8.93 /
2629/ 1.43 / 2930/ 0.97 / 2725/ 0.16 /
2524/ 0.16 / 2422/ 0.30 / L575/ 0.70 /
2117/ 0.30 / 1714B/ 1.64 / 1716/ 0.45 /
1615/ 0.48 / 1614A/ 0.34 / 4514B/ 0.01 /
4515/ 0.22 / 1502/ 0.52 / 14A13/ 0.19 /
1312/ 0.01 / 1211/ 0.25 / 1103/ 0.91 /
0912/ 0.16 / 0908/ 0.15 / 0811/ 0.03 /
0804/ 0.20 / 0201/ 1.74 / 50b50/ 0.00 /
49b40/ 0.61 / 51b50/ 0.64 / L610/ 0.24 /
5352o/ 0.11 / 5352u/ 0.09 / 5238o/ 0.02 /
5238u/ 0.12 / 3851o/ 0.01 / 3851u/ 0.14 /
5148u/ 0.14 / 5049u/ 0.09 / 4948u/ 0.11 /
4845o/ 0.05 / 4845u/ 0.16 / 4746o/ 0.02 /
4746u/ 0.12 / 4645o/ 0.00 / 4645u/ 0.14 /
4140o/ 0.00 / 4140u/ 0.15 / 4038o/ 0.01 /
4038u/ 0.18 / 3938o/ 0.07 / 3938u/ 0.08 /
3836o/ 0.07 / 3836u/ 0.18 / 3635o/ 0.01 /
3635u/ 0.18 / 3533u/ 0.18 / 2217o/ 0.25 /
2217u/ 0.40 / 2019o/ 0.25 / 2019u/ 0.21 /
1918o/ 0.04 / 1918u/ 0.30 / 1817o/ 0.07 /
1817u/ 0.33 / 1009o/ 0.01 / 1009u/ 0.15 /
0706o/ 0.06 / 0706u/ 0.14 / 0604o/ 0.11 /
0604u/ 0.19 / 0504o/ 0.06 / 0504u/ 0.15 /
0403o/ 0.02 / 0403u/ 0.30 / 0302o/ 0.06 /
0302u/ 1.50 / 14b14ao/ 0.01 / 14b14au/ 0.17 /
Junction/ EGL
N54/ 0.02 / N53/ 1.01 / N52/ 0.04 /
N38/ 0.03 / N51B/ 0.04 / N48/ 0.03 /
N50B/ 1.00 / N49B/ 1.00 / N47/ 0.01 /
N46/ 0.02 / N45/ 0.04 / N43/ 0.00 /
N42/ 0.01 / N41/ 1.01 / N44/ 0.01 /
N40/ 0.40 / N39/ 0.01 / N37/ 0.00 /
N36/ 1.05 / N35/ 0.04 / N34/ 0.21 /
N33/ 0.04 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.02 / N28/ 0.01 / N27/ 1.35 /
N26/ 0.03 / N25/ 0.03 / N24/ 0.32 /
N23/ 0.01 / N22/ 2.34 / N21/ 1.00 /
N20/ 0.02 / N19/ 0.07 / N18/ 0.07 /
N17/ 1.20 / N16/ 0.11 / N15/ 0.13 /
N14B/ 0.00 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.04 / N10/ 0.01 /
N9/ 0.02 / N8/ 0.02 / N7/ 0.01 /
N6/ 0.03 / N5/ 0.01 / N4/ 0.05 /
N3/ 0.05 / N2/ 0.08 / N1/ 0.06 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Junction/ Freeboard
N54/ 1.08 / N53/ 2.58 / N52/ 3.88 /
N38/ 4.98 / N51B/ 6.17 / N48/ 6.38 /
N50B/ 4.30 / N49B/ 5.99 / N47/ 6.39 /
N46/ 6.99 / N45/ 7.48 / N43/ 0.80 /
N42/ 1.69 / N41/ 3.39 / N44/ 1.99 /
N40/ 4.38 / N39/ 3.99 / N37/ 3.00 /
N36/ 5.52 / N35/ 5.98 / N34/ 5.69 /
N33/ 7.38 / N31/ 2.50 / N30/ 5.78 /
N29/ 3.58 / N28/ 1.69 / N27/ 4.63 /
N26/ 3.47 / N25/ 5.11 / N24/ 7.38 /
N23/ 5.29 / N22/ 8.08 / N21/ 7.00 /
N20/ 3.98 / N19/ 5.47 / N18/ 8.05 /
N17/ 8.20 / N16/ 8.60 / N15/ 8.67 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.62 / N10/ 6.39 /
N9/ 7.49 / N8/ 7.98 / N7/ 5.99 /
N6/ 6.48 / N5/ 6.69 / N4/ 8.27 /
N3/ 8.88 / N2/ 8.88 / N1/ 9.02 /
N50/ 4.30 / N49/ 5.00 / N51/ 5.20 /
Junction/ Max Volume
N54/ 0.18 / N53/ 1.12 / N52/ 1.14 /
N38/ 1.16 / N51B/ 1.22 / N48/ 1.01 /
N50B/ 1.21 / N49B/ 1.22 / N47/ 1.05 /
N46/ 1.07 / N45/ 1.12 / N43/ 0.08 /
N42/ 0.11 / N41/ 1.07 / N44/ 0.10 /
N40/ 1.11 / N39/ 1.03 / N37/ 0.07 /
N36/ 1.40 / N35/ 1.31 / N34/ 0.56 /
N33/ 2.04 / N31/ 0.03 / N30/ 1.67 /
N29/ 0.16 / N28/ 0.09 / N27/ 1.39 /
N26/ 0.24 / N25/ 0.86 / N24/ 1.64 /
N23/ 0.13 / N22/ 1.83 / N21/ 1.25 /
N20/ 1.04 / N19/ 1.59 / N18/ 1.37 /
N17/ 1.50 / N16/ 1.92 / N15/ 1.34 /
N14B/ 1.33 / N14A/ 1.34 / N13/ 0.87 /
N12/ 0.92 / N11/ 1.06 / N10/ 1.02 /
N9/ 1.03 / N8/ 1.05 / N7/ 1.04 /
N6/ 1.08 / N5/ 1.03 / N4/ 1.18 /
N3/ 0.97 / N2/ 0.98 / N1/ 0.99 /
N50/ 0.01 / N49/ 0.03 / N51/ 0.03 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51B/ 0.00 / N48/ 0.00 /
N50B/ 0.00 / N49B/ 0.00 / N47/ 0.00 /
N46/ 0.00 / N45/ 0.00 / N43/ 0.00 /
N42/ 0.00 / N41/ 0.00 / N44/ 0.00 /
N40/ 0.00 / N39/ 0.00 / N37/ 0.00 /
N36/ 0.00 / N35/ 0.00 / N34/ 0.00 /
N33/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.05 / 3130/ 0.01 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.02 / 2930/ 0.01 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.02 /
1615/ 0.03 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.04 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.05 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.09 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.01 /
5352o/ 0.00 / 5352u/ 0.00 / 5238o/ 0.00 /
5238u/ 0.00 / 3851o/ 0.00 / 3851u/ 0.00 /
5148u/ 0.00 / 5049u/ 0.00 / 4948u/ 0.00 /
4845o/ 0.00 / 4845u/ 0.00 / 4746o/ 0.00 /
4746u/ 0.00 / 4645o/ 0.00 / 4645u/ 0.00 /
4140o/ 0.00 / 4140u/ 0.00 / 4038o/ 0.00 /
4038u/ 0.00 / 3938o/ 0.00 / 3938u/ 0.00 /
3836o/ 0.00 / 3836u/ 0.00 / 3635o/ 0.00 /
3635u/ 0.00 / 3533u/ 0.00 / 2217o/ 0.00 /
2217u/ 0.02 / 2019o/ 0.00 / 2019u/ 0.00 /
1918o/ 0.00 / 1918u/ 0.01 / 1817o/ 0.00 /
1817u/ 0.01 / 1009o/ 0.00 / 1009u/ 0.00 /
0706o/ 0.00 / 0706u/ 0.00 / 0604o/ 0.00 /
0604u/ 0.00 / 0504o/ 0.00 / 0504u/ 0.00 /
0403o/ 0.00 / 0403u/ 0.01 / 0302o/ 0.00 /
0302u/ 0.06 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Final Volume
5453/ 0.22 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.05 / 4342/ 0.04 /
4241/ 0.04 / 3736/ 0.07 / 3534/ 0.09 /
3422/ 2.02 / 3130/ 0.40 / 3024/ 0.16 /
3036/ 0.00 / 2827/ 0.10 / 2726/ 0.06 /
2629/ 0.76 / 2930/ 0.38 / 2725/ 0.07 /
2524/ 0.16 / 2422/ 0.39 / L575/ 0.25 /
2117/ 0.06 / 1714B/ 0.00 / 1716/ 0.51 /
1615/ 0.82 / 1614A/ 0.07 / 4514B/ 0.00 /
4515/ 0.43 / 1502/ 3.19 / 14A13/ 0.08 /
1312/ 0.01 / 1211/ 0.31 / 1103/ 1.61 /
0912/ 0.00 / 0908/ 0.08 / 0811/ 0.00 /
0804/ 0.18 / 0201/ 0.90 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.38 /
5352o/ 0.00 / 5352u/ 0.04 / 5238o/ 0.00 /
5238u/ 0.06 / 3851o/ 0.00 / 3851u/ 0.13 /
5148u/ 0.06 / 5049u/ 0.01 / 4948u/ 0.02 /
4845o/ 0.00 / 4845u/ 0.15 / 4746o/ 0.00 /
4746u/ 0.04 / 4645o/ 0.00 / 4645u/ 0.12 /
4140o/ 0.00 / 4140u/ 0.03 / 4038o/ 0.00 /
4038u/ 0.14 / 3938o/ 0.00 / 3938u/ 0.03 /
3836o/ 0.00 / 3836u/ 0.09 / 3635o/ 0.00 /
3635u/ 0.02 / 3533u/ 0.08 / 2217o/ 0.00 /
2217u/ 0.57 / 2019o/ 0.00 / 2019u/ 0.13 /
1918o/ 0.00 / 1918u/ 0.93 / 1817o/ 0.00 /
1817u/ 0.25 / 1009o/ 0.00 / 1009u/ 0.05 /
0706o/ 0.00 / 0706u/ 0.05 / 0604o/ 0.00 /
0604u/ 0.21 / 0504o/ 0.00 / 0504u/ 0.14 /
0403o/ 0.00 / 0403u/ 0.10 / 0302o/ 0.00 /
0302u/ 1.75 / 14b14ao/ 0.00 / 14b14au/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.01 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.03 /
2629/ 0.01 / 2930/ 0.01 / 2725/ 0.01 /
2524/ 0.01 / 2422/ 0.03 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.03 /
1615/ 0.06 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.04 / 1502/ 0.06 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.02 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.02 / 0201/ 0.04 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.03 /
5352o/ 0.00 / 5352u/ 0.01 / 5238o/ 0.00 /
5238u/ 0.01 / 3851o/ 0.00 / 3851u/ 0.02 /
5148u/ 0.02 / 5049u/ 0.00 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.01 / 4746o/ 0.00 /
4746u/ 0.01 / 4645o/ 0.00 / 4645u/ 0.01 /
4140o/ 0.00 / 4140u/ 0.01 / 4038o/ 0.00 /
4038u/ 0.01 / 3938o/ 0.00 / 3938u/ 0.01 /
3836o/ 0.00 / 3836u/ 0.01 / 3635o/ 0.00 /
3635u/ 0.01 / 3533u/ 0.01 / 2217o/ 0.00 /
2217u/ 0.04 Section 4
/ 2019o/ 0.00 / 2019u/ 0.02 /
1918o/ 0.00 / 1918u/ 0.03 / 1817o/ 0.00 /
1817u/ 0.03 / 1009o/ 0.00 / 1009u/ 0.01 /
0706o/ 0.00 / 0706u/ 0.01 / 0604o/ 0.00 /
0604u/ 0.02 / 0504o/ 0.00 / 0504u/ 0.01 /
0403o/ 0.00 / 0403u/ 0.02 / 0302o/ 0.00 /
0302u/ 0.04 / 14b14ao/ 0.00 / 14b14au/ 0.02 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.92/ 8.41 5047/ 3.61/ 3.61 4946/ 3.01/ 3.01/
5114b/ 1.80/ 1.80 4440/ 8.01/ 6.00 4342/ 9.20/ 8.31/
4241/ 8.31/ 7.60 3736/ 7.00/ 5.52 3534/ 4.31/ 4.31/
3422/ 4.31/ 4.20 3130/ 7.50/ 5.70 3024/ 4.22/ 2.88/
3036/ 4.48/ 4.48 2827/ 8.31/ 6.70 2726/ 6.53/ 6.53/
2629/ 6.53/ 6.42 2930/ 6.42/ 5.63 2725/ 5.37/ 4.89/
2524/ 4.89/ 2.88 2422/ 2.62/ 1.92 L575/ 4.71/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.80/ 1.40/
1615/ 1.40/ 1.33 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.52/ 1.33 1502/ 1.33/ 1.12 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.38 1103/ 1.38/ 1.12/
0912/ 1.68/ 1.68 0908/ 2.51/ 2.02 0811/ 1.38/ 1.38/
0804/ 2.02/ 1.73 0201/ 1.12/ 0.98 50b50/ 5.70/ 5.70/
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.62/ 1.92/
5352o/ 6.12/ 6.12 5352u/ 7.42/ 6.12 5238o/ 5.02/ 5.02/
5238u/ 6.12/ 5.02 3851o/ 3.83/ 3.83 3851u/ 5.02/ 3.83/
5148u/ 3.83/ 3.62 5049u/ 5.70/ 5.00 4948u/ 4.01/ 3.62/
4845o/ 2.52/ 2.52 4845u/ 3.62/ 2.52 4746o/ 3.01/ 3.01/
4746u/ 3.61/ 3.01 4645o/ 2.52/ 2.52 4645u/ 3.01/ 2.52/
4140o/ 5.62/ 5.62 4140u/ 6.61/ 5.62 4038o/ 5.02/ 5.02/
4038u/ 5.62/ 5.02 3938o/ 5.02/ 5.02 3938u/ 6.01/ 5.02/
3836o/ 4.48/ 4.48 3836u/ 5.02/ 4.48 3635o/ 4.02/ 4.02/
3635u/ 4.48/ 4.02 3533u/ 4.02/ 2.62 2217o/ 1.80/ 1.80/
2217u/ 1.92/ 1.80 2019o/ 4.53/ 4.53 2019u/ 6.02/ 4.53/
1918o/ 1.95/ 1.95 1918u/ 4.53/ 1.95 1817o/ 1.80/ 1.80/
1817u/ 1.95/ 1.80 1009o/ 2.51/ 2.51 1009u/ 3.61/ 2.51/
0706o/ 3.52/ 3.52 0706u/ 4.01/ 3.52 0604o/ 1.73/ 1.73/
0604u/ 3.52/ 1.73 0504o/ 1.73/ 1.73 0504u/ 3.31/ 1.73/
0403o/ 1.12/ 1.12 0403u/ 1.73/ 1.12 0302o/ 1.12/ 1.12/
0302u/ 1.12/ 1.12 14b14ao/ 1.65/ 1.65 14b14au/ 1.80/ 1.65/
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 1440
Total number of passes in the simulation........ 3599
Total number of time steps during simulation.... 3177
Ratio of actual # of time steps / NTCYC......... 2.206
Average number of iterations per time step...... 1.133
Average time step size(seconds)................ 2.266
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 3.280
Average minimum implicit time step (sec)........ 1.950
Average minimum junction time step (sec)........ 1.950
Average Courant Factor Tf....................... 1.950
Number of times omega reduced................... 87
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N54 0 1.17 3729 0 7 0 0 0
N53 0 1.40 4461 0 21 1 0 0
N52 0 1.57 4976 1 15 1 0 0
N38 0 2.15 6821 0 8 0 0 0
N51B 0 1.33 4210 0 6 0 0 0
N48 0 1.30 4115 0 11 1 0 0
N50B 0 1.09 3475 1 8 0 0 0
N49B 0 1.31 4163 1 14 1 0 0
N47 0 1.25 3978 0 8 0 0 0
N46 0 1.54 4894 1 9 0 0 0
N45 0 1.76 5605 0 15 1 0 0
N43 0 1.19 3776 0 10 1 0 0
N42 0 1.33 4233 5 7 0 0 0
N41 0 1.63 5190 0 10 1 0 0
N44 0 1.24 3935 1 14 2 0 0
N40 0 1.82 5772 1 15 3 0 0
N39 0 1.15 3641 1 14 1 0 0
N37 0 1.19 3767 0 6 0 0 0
N36 0 2.18 6938 3 26 3 1 0
N35 0 2.02 6404 2 13 3 0 0
N34 0 1.70 5410 0 10 1 0 0
N33 0 1.38 4391 0 7 0 0 0
N31 0 1.26 4011 0 7 0 0 0
N30 0 2.12 6726 2 15 5 0 0
N29 0 1.67 5292 0 6 0 0 0
N28 0 1.25 3982 1 7 0 0 0
N27 0 1.91 6060 2 29 1 1 0
N26 0 1.68 5331 2 9 0 0 0
N25 0 1.39 4402 0 11 1 0 0
N24 0 1.66 5277 0 9 0 0 0
N23 0 1.45 4611 0 7 0 0 0
N22 0 2.60 8255 24 12 2 0 0
N21 0 2.05 6518 1 20 1 0 0
N20 0 1.70 5412 3 35 1 1 0
N19 0 1.98 6289 3 19 3 0 0
N18 0 1.99 6315 0 8 0 0 0
N17 0 3.06 9710 0 12 1 0 0
N16 0 1.92 6115 0 14 1 0 0
N15 0 1.56 4951 0 7 0 0 0
N14B 0 2.33 7409 1 17 1 0 0
N14A 0 2.22 7039 1 14 4 0 0
N13 0 2.05 6508 0 7 0 0 0
N12 0 1.97 6257 0 6 0 0 0
N11 0 2.17 6885 0 10 1 0 0
N10 0 1.31 4160 2 9 0 0 0
N9 0 1.59 5066 0 11 1 0 0
N8 0 1.70 5386 1 6 0 0 0
N7 0 1.36 4329 0 18 1 0 0
N6 0 1.86 5903 2 17 2 0 0
N5 0 1.36 4307 0 11 1 0 0
N4 0 2.21 7009 0 8 0 0 0
N3 0 2.75 8740 1 7 0 0 0
N2 0 2.40 7635 3 7 0 0 0
N1 0 2.07 6579 21 27 19 1 0
N50 0 1.05 3345 0 6 0 0 0
N49 0 1.32 4202 0 5 0 0 0
N51 0 1.29 4088 0 15 1 0 0
Total number of iterations for all junctions.. 307988
Minimum number of possible iterations......... 181089
Efficiency of the simulation.................. 1.70
Excellent Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N54 10.0000 9.3000 9.0796 0 25 0.0000 0.9204 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.5222 0 25 0.0000 1.4778 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.2357 0 25 0.0000 2.7643 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.1606 0 26 0.0000 3.8394 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0230 0 25 0.0000 4.9770 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6104 0 25 0.0000 5.3896 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.9099 0 22 0.0000 4.0901 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2206 0 25 0.0000 4.7794 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6467 0 25 0.0000 5.3533 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0738 0 26 0.0000 5.9262 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6192 0 26 0.0000 6.3808 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2842 0 25 0.0000 0.7158 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.4133 0 25 0.0000 1.5867 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 7.6739 0 25 0.0000 2.3261 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.0980 0 24 0.0000 1.9020 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.7051 0 25 0.0000 3.2949 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0298 0 25 0.0000 2.9702 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0735 0 25 0.0000 2.9265 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.9700 5.8661 0 26 0.0000 4.1339 1.0000 0.0000 0.0000 0.0000
N35 10.0000 6.4000 5.3115 0 26 0.0000 4.6885 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.8000 4.6563 0 27 0.0000 5.3437 1.0000 0.0000 0.0000 0.0000
N33 10.0000 3.0500 4.6423 0 26 1.5923 5.3577 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5267 0 25 0.0000 2.4733 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8744 0 25 0.0000 4.1256 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5594 0 25 0.0000 3.4406 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3877 0 25 0.0000 1.6123 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7415 0 25 0.0000 3.2585 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7439 0 25 0.0000 3.2561 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7339 0 25 0.4889 4.2661 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.2328 0 27 0.9228 5.7672 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8301 0 25 0.0000 5.1699 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.6893 0 27 0.0000 6.3107 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.2463 0 28 0.0000 6.7537 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0375 0 25 0.0000 2.9625 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0934 0 25 0.0000 3.9066 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2691 0 28 0.0000 6.7309 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.2462 0 28 0.0000 6.7538 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.2534 0 27 0.8534 6.7466 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.5542 0 31 0.5192 7.4458 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1302 0 28 0.0000 6.8698 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.9427 0 28 0.0000 7.0573 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.7288 0 29 0.0000 7.2712 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.6044 0 30 0.0000 7.3956 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.3982 0 31 0.0000 7.6018 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6222 0 25 0.0000 5.3778 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5300 0 25 0.0000 6.4700 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0539 0 25 0.0000 6.9461 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0387 0 25 0.0000 4.9613 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5772 0 25 0.0000 5.4228 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3313 0 25 0.0000 5.6687 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8793 0 25 0.0000 7.1207 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0681 0 31 0.0000 7.9319 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 2.0340 0 31 0.0000 7.9660 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.9153 0 31 0.0000 8.0847 1.0000 0.0000 0.0000 0.0000
N50 10.0000 6.1000 5.7118 0 25 0.0000 4.2882 1.0000 0.0000 0.0000 0.0000
N49 10.0000 5.4000 5.0273 0 25 0.0000 4.9727 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8264 0 25 0.0000 5.1736 1.0000 0.0000 0.0000 0.0000
*======================================================*
| Table E10 - CONDUIT SUMMARY STATISTICS |
| Note: The peak flow may be less than the design flow |
| and the conduit may still surcharge because of the |
| downstream boundary conditions. |
| |
| * denotes an open conduit that has been overtopped |
| this is a potential source of severe errors |
*======================================================*
Conduit Maximum Maximum Time Maximum Time Ratio of Maximum Depth Ratio
Design Design Vertical Computed of Computed of Max. to at Pipe Ends d/D
Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm US DS
Name (cms) (m/s) (mm) (cms) Hr. Min. (m/s) Hr. Min. Flow (m) (m)
--------------- ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- ----- -----
5453 1.0248 1.0174 400.0000 0.1514 0 25 0.5163 0 25 0.1478 9.0796 8.5222 .4489 .3056
5047 2.8812 1.4600 200.0000 0.0262 0 25 0.1248 0 22 0.0091 5.7118 4.6467 .0591 .2334
4946 2.8075 1.4227 200.0000 0.1028 0 25 0.3401 0 15 0.0366 5.0273 4.0738 .1363 .3692
5114b 3.5733 1.8108 200.0000 0.1239 0 25 0.4162 0 14 0.0347 4.8264 3.1302 .1319 .6511
4440 10.0429 4.8092 400.0000 0.6758 0 24 1.1484 0 10 0.0673 8.0980 6.7051 .2450 1.762 *
4342 9.2249 4.4176 400.0000 0.1526 0 25 0.9468 0 25 0.0165 9.2842 8.4133 .2104 .2832
4241 8.1356 3.8959 400.0000 0.2956 0 25 1.3894 0 25 0.0363 8.4133 7.7131 .2832 .2827
3736 14.9983 3.6090 400.0000 0.1620 0 25 0.7134 0 11 0.0108 7.0735 5.8661 .1838 .8652
3534 24.3602 2.4544 500.0000 2.0419 0 26 0.6016 0 18 0.0838 5.3115 4.6563 .2230 .7125
3422 2.2724 0.5750 400.0000 1.9278 0 27 0.7325 0 27 0.8484 4.6563 4.3578 .8906 .3945
3130 13.5508 2.2744 300.0000 0.2436 0 25 0.4007 0 14 0.0180 7.5267 5.8744 .0890 .5812
3024 0.4621 2.9058 450.0000 0.4339 0 59 2.6780 0 56 0.9390 5.8744 4.2328 3.720 3.050
3036 6.7857 1.4251 400.0000 0.9852 0 26 0.3560 0 26 0.1452 5.8744 5.8661 .6359 .8652
2827 15.5945 3.7524 400.0000 0.2805 0 25 1.0978 0 25 0.0180 8.3877 6.7870 .2192 .2175
2726 18.5574 3.1124 300.0000 0.5614 0 25 0.4153 0 10 0.0303 6.7415 6.7439 .1382 .8128
2629 2.4524 0.5150 400.0000 0.5537 0 25 0.3983 0 25 0.2258 6.7439 6.5594 .6096 .3984
2930 11.6053 2.4373 400.0000 0.9778 0 25 0.9663 0 15 0.0843 6.5594 5.8744 .3984 .6359
2725 0.2218 2.0080 375.0000 0.2612 0 10 2.3956 0 10 1.1779 6.7415 5.7339 3.710 2.303
2524 0.2779 2.5163 375.0000 0.2537 0 11 2.4265 0 10 0.9128 5.7339 4.2328 2.303 3.660
2422 0.8401 2.9711 600.0000 0.6097 0 51 2.1437 0 51 0.7257 4.2327 3.6893 2.737 3.048
L575 4.4056 1.1111 300.0000 0.4438 0 25 0.5035 0 14 0.1007 4.8301 3.6893 .4337 .9644
2117 10.3655 2.0976 500.0000 0.2321 0 25 0.4473 0 13 0.0224 3.2463 3.2462 .4927 .5925
1714B 8.1188 0.9553 500.0000 2.7778 0 28 0.7214 0 28 0.3421 3.2462 3.1302 .6925 .5605
1716 3.1532 3.6415 1050.000 2.0942 0 15 2.4119 0 15 0.6642 3.2462 3.2551 1.425 1.814
1615 0.7725 1.7486 750.0000 1.2339 0 16 2.7762 0 16 1.5973 3.2534 2.5539 2.551 1.791
1614A 0.7872 1.7819 750.0000 0.8613 0 15 1.9418 0 15 1.0941 3.2534 2.9427 2.137 1.790
4514B 28.0567 3.5017 450.0000 0.4883 0 26 0.8767 0 13 0.0174 3.6192 3.1302 .2650 .6227
4515 0.1942 2.7467 300.0000 0.1680 0 9 2.3466 0 9 0.8653 3.6192 2.5539 3.730 4.479
1502 0.6052 1.1322 825.0000 1.3839 0 16 2.7568 0 15 2.2866 2.5542 2.0340 1.629 1.192
14A13 16.6072 0.8411 1700.000 -3.9616 0 28 -0.6349 0 28 -0.2385 2.9427 2.7288 .6369 .6640
1312 15.7543 0.6101 1400.000 3.9544 0 29 0.5592 0 26 0.2510 2.7288 2.6044 .6206 .6603
1211 22.0747 0.6694 1700.000 3.8687 0 30 0.3854 0 29 0.1753 2.6044 2.3982 .5438 .6225
1103 34.9730 0.7240 2000.000 4.2373 0 31 0.4417 0 31 0.1212 2.3982 2.0681 .5291 .4840
0912 7.4604 1.8954 400.0000 0.1037 0 25 0.0537 0 25 0.0139 3.5300 2.6044 .0750 1.511 *
0908 0.1628 1.4741 375.0000 0.1338 0 13 1.1989 0 13 0.8220 3.5300 3.0539 2.746 2.810
0811 6.0914 1.5476 400.0000 0.2243 0 25 0.3448 0 17 0.0368 3.0539 2.3982 .1347 .9954
0804 0.2208 1.3886 450.0000 0.2368 0 12 1.4797 0 12 1.0723 3.0539 2.8793 2.342 2.620
0201 142.3584 2.9703 2000.000 6.7226 0 31 1.3681 0 52 0.0472 2.0340 1.9153 .4920 .4926
50b50 13.6470 6.9913 400.0000 0.0298 0 25 0.6377 0 25 0.0022 5.9099 5.7118 .0247 .0295
49b40 13.6470 6.9913 400.0000 0.1045 0 25 0.9268 0 22 0.0077 5.2206 5.0273 .0515 .0682
51b50 13.6470 6.9913 400.0000 0.1255 0 25 1.0654 0 25 0.0092 5.0230 4.8264 .0575 .0660
L610 0.3758 2.3626 450.0000 0.3491 1 1 2.1785 1 1 0.9290 4.6423 3.6893 4.538 4.065
5352o 1.1925 2.1371 300.0000 0.2882 0 25 1.2307 0 25 0.2417 8.5222 7.2357 .4074 .4522
5352u 0.0273 1.5423 150.0000 0.0364 1 3 2.0852 1 3 1.3371 8.5222 7.2357 7.481 7.571
5238o 1.6591 2.2063 400.0000 0.3044 0 25 1.1435 0 25 0.1834 7.2357 6.1606 .3392 .4015
5238u 0.0735 1.8497 225.0000 0.0743 0 10 1.8323 0 10 1.0108 7.2357 6.1606 5.047 5.158
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1606 5.0230 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0618 0 25 1.5125 0 25 0.9314 6.1606 5.0230 5.158 5.435
5148u 0.0407 1.0234 225.0000 0.0679 0 7 1.6880 0 7 1.6677 5.0230 4.6104 5.435 4.490
5049u 0.0573 1.4423 225.0000 0.0540 0 21 1.3977 0 13 0.9410 5.9099 5.2206 .9328 .9804
4948u 0.0590 1.4830 225.0000 0.0697 0 25 1.7083 0 25 1.1813 5.2206 4.6104 5.424 4.490
4845o 2.5500 1.2922 200.0000 0.0188 0 25 0.0361 0 37 0.0074 4.6104 3.6192 .0520 .5961
4845u 0.1309 1.8523 300.0000 0.1100 0 8 1.5919 0 6 0.8398 4.6104 3.6192 3.368 3.730
4746o 17.3588 2.8540 400.0000 0.0469 0 25 0.3832 0 25 0.0027 4.6467 4.0738 .1167 .1846
4746u 0.1498 2.1194 300.0000 0.0993 0 25 1.3830 0 25 0.6630 4.6467 4.0738 3.488 3.579
4645o 15.8729 2.3953 400.0000 0.1268 0 26 0.3946 0 26 0.0080 4.0738 3.6192 .1846 .2981
4645u 0.1105 1.5637 300.0000 0.0970 0 26 1.3492 0 26 0.8774 4.0738 3.6192 3.579 3.730
4140o 7.7278 3.7006 400.0000 0.0908 0 25 0.7298 0 23 0.0117 7.6739 6.7051 .1848 .2626
4140u 0.3099 2.8063 375.0000 0.2087 0 15 1.8739 0 15 0.6732 7.6739 6.7051 2.863 2.946
4038o 9.0986 2.1894 400.0000 0.2670 0 25 0.4738 0 25 0.0293 6.7051 6.1606 .2626 .4015
4038u 0.2678 1.6839 450.0000 0.2357 0 25 1.4856 0 8 0.8800 6.7051 6.1606 2.455 2.579
3938o 6.1031 3.1253 400.0000 0.0863 0 25 0.3990 0 11 0.0141 7.0298 6.1606 .0745 .4015
3938u 0.0261 1.4762 150.0000 0.0265 0 10 1.4554 0 10 1.0152 7.0298 6.1606 6.865 7.737
3836o 9.9729 2.0945 400.0000 0.8168 0 26 0.3851 0 26 0.0819 6.1606 5.8661 .4015 .8652
3836u 0.3282 2.0635 450.0000 0.2576 0 11 1.7099 1 4 0.7849 6.1606 5.8661 2.579 3.102
3635o 350.7969 7.2605 1200.000 2.0631 0 26 0.8420 0 25 0.0059 5.8661 5.3115 .0801 .0929
3635u 0.6696 4.2102 450.0000 0.3438 1 2 2.1475 1 2 0.5134 5.8661 5.3115 3.102 2.914
3533u 0.5928 3.7276 450.0000 0.3472 1 1 2.5583 0 7 0.5856 5.3115 4.6423 2.914 4.538
2217o 14.0423 2.7133 500.0000 2.2870 0 27 1.1198 0 26 0.1629 3.6893 3.2462 .5787 .5925
2217u 0.6241 1.4127 750.0000 1.2482 0 51 2.7604 0 51 1.9999 3.6893 3.2462 2.439 1.995
2019o 11.6942 3.9474 300.0000 0.3749 0 25 0.8459 0 15 0.0321 7.0375 6.0934 .1251 .3112
2019u 0.6375 4.0085 450.0000 0.4152 0 34 2.5954 0 34 0.6513 7.0375 6.0934 2.305 3.540
1918o 18.5045 3.0423 400.0000 0.3044 0 25 0.2348 0 25 0.0164 6.0934 3.2691 .2334 .6726
1918u 0.9440 3.3387 600.0000 0.8503 0 25 2.9795 0 24 0.9008 6.0934 3.2691 2.655 2.281
1817o 9.1593 1.0777 500.0000 1.1155 0 28 0.5725 0 18 0.1218 3.2691 3.2462 .5381 .5925
1817u 0.5070 1.7932 600.0000 0.5462 0 12 1.9230 0 12 1.0773 3.2691 3.2462 2.281 2.493
1009o 8.3091 2.9879 300.0000 0.0645 0 25 0.4517 0 25 0.0078 4.6222 3.5300 .0739 .1000
1009u 0.2415 2.1864 375.0000 0.1842 0 23 1.6779 0 11 0.7626 4.6222 3.5300 2.725 2.746
0706o 7.2322 2.5961 300.0000 0.1399 0 25 0.3869 0 24 0.0193 5.0387 4.5772 .1291 .2574
0706u 0.1248 1.7661 300.0000 0.0880 0 11 1.2271 0 11 0.7051 5.0387 4.5772 3.462 3.590
0604o 9.6606 3.5632 300.0000 0.6247 0 25 1.1712 0 25 0.0647 4.5772 2.8793 .2574 .2644
0604u 0.3116 2.8210 375.0000 0.3050 0 11 2.7411 0 11 0.9790 4.5772 2.8793 2.872 3.144
0504o 8.6316 3.1419 300.0000 0.1163 0 25 0.4483 0 15 0.0135 4.3313 2.8793 .1044 .2644
0504u 0.1541 2.1802 300.0000 0.1352 0 13 1.8875 0 13 0.8774 4.3313 2.8793 3.437 3.931
0403o 9.0589 2.2976 400.0000 0.5831 0 25 0.7867 0 25 0.0644 2.8793 2.0710 .1983 .1774
0403u 1.9283 4.3647 750.0000 1.1787 0 15 2.7824 0 15 0.6113 2.8793 2.0681 1.572 1.290
0302o 2.9365 0.3239 300.0000 3.8057 0 31 0.6609 0 37 1.2960 2.0681 2.0340 .8268 .7467
0302u 3.2556 3.6173 600.0000 0.7565 0 46 0.8392 0 46 0.2324 2.0681 2.0340 1.613 1.640
14b14ao 75.9084 3.3944 500.0000 3.2276 0 28 0.3700 0 15 0.0425 3.1302 2.9427 .2805 .8855
14b14au 0.1270 1.7965 300.0000 0.1198 0 14 1.6671 0 14 0.9436 3.1302 2.9427 4.434 4.475
FREE # 1 Undefnd Undefnd Undefn 6.7600 0 31
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
5453 0.1667 4.8333 0.0000 115.0000 0.0968 0.2934 0.0779
5047 81.0000 10.3611 0.0000 28.6389 0.0270 0.2671 0.0028
4946 62.0556 22.3056 0.0000 35.6389 0.0466 0.4623 0.0110
5114b 42.9167 33.6667 0.0000 43.4167 0.0683 0.6853 0.0135
4440 0.1667 50.8611 0.0000 68.9722 0.1449 1.0277 0.0801
4342 0.1667 119.8333 0.0000 0.0000 0.0480 0.1612 0.0934
4241 0.1667 0.0000 0.0000 119.8333 0.0560 0.2130 0.1571
3736 0.1667 52.7778 0.0000 67.0556 0.1189 1.6036 0.0376
3534 84.0556 35.0000 0.0000 0.9444 0.2143 4.3668 0.1086
3422 16.7500 0.0000 0.0000 103.2500 0.2527 2.6322 0.1882
3130 0.1667 45.8889 0.0000 73.9444 0.0916 1.8411 0.0133
3024 0.1667 49.9444 0.0000 69.8889 0.1350 0.1663 3.4312
3036 69.2167 47.5056 3.2778 0.0000 0.1534 2.7679 0.1069
2827 0.1667 0.0000 0.0000 119.8333 0.0430 0.2556 0.0958
2726 86.7778 33.2222 0.0000 0.0000 0.1299 2.6278 0.0305
2629 0.2500 119.7500 0.0000 0.0000 0.1064 1.3912 0.0802
2930 0.2500 44.7222 0.0000 75.0278 0.1049 1.3593 0.1489
2725 0.1667 119.8333 0.0000 0.0000 0.1084 0.1139 2.1506
2524 0.1667 49.9167 0.0000 69.9167 0.1123 0.1141 2.1287
2422 0.1667 119.8333 0.0000 0.0000 0.1679 0.2909 3.4939
L575 0.1667 38.4167 0.0000 81.4167 0.1165 2.0643 0.0610
2117 2.8333 35.0278 0.0000 82.1389 0.2557 2.6462 0.0237
1714B 79.4722 35.9444 4.5833 0.0000 0.1635 3.8515 0.2259
1716 0.1667 116.5417 0.0000 3.2917 0.2938 0.8902 3.7088
1615 0.1667 119.8333 0.0000 0.0000 0.2277 0.4521 4.2883
1614A 4.6667 67.2917 48.0417 0.0000 0.2282 0.4585 2.4155
4514B 69.1111 40.6667 0.0000 10.2222 0.1017 1.8845 0.0690
4515 0.1667 119.8333 0.0000 0.0000 0.0839 0.0728 2.3946
1502 0.1667 119.8333 0.0000 0.0000 0.2342 0.5473 2.7645
14A13 6.3750 113.6250 0.0000 0.0000 0.3776 6.2417 0.7018
1312 6.3750 113.6250 0.0000 0.0000 0.3206 7.5094 0.4790
1211 6.5417 113.4583 0.0000 0.0000 0.4906 10.0904 0.3804
1103 0.1667 119.8333 0.0000 0.0000 0.3486 9.5926 0.4470
0912 99.7917 20.2083 0.0000 0.0000 0.1834 1.9329 0.0139
0908 0.1667 119.8333 0.0000 0.0000 0.1049 0.1137 1.2317
0811 94.6944 21.3194 0.0000 3.9861 0.1855 1.9520 0.0245
0804 0.1667 119.8333 0.0000 0.0000 0.1304 0.1634 1.3203
0201 0.1667 119.8333 0.0000 0.0000 0.3533 8.2240 0.8708
50b50 110.6111 9.3889 0.0000 0.0000 0.0099 0.0480 0.0063
49b40 93.9333 26.0667 0.0000 0.0000 0.0234 0.1133 0.0220
51b50 68.0000 52.0000 0.0000 0.0000 0.0243 0.1178 0.0263
L610 0.1667 119.8333 0.0000 0.0000 0.1259 0.1666 3.6391
5352o 64.8889 22.8889 0.0000 32.2222 0.1135 0.2342 0.1587
5352u 0.1667 119.8333 0.0000 0.0000 0.0454 0.0184 1.7143
5238o 75.8889 40.6111 0.0000 3.5000 0.1273 0.2674 0.1677
5238u 0.1667 119.8333 0.0000 0.0000 0.0637 0.0411 1.9879
3851o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3851u 0.1667 119.8333 0.0000 0.0000 0.0630 0.0413 1.8004
5148u 0.1667 119.8333 0.0000 0.0000 0.0644 0.0409 1.5494
5049u 3.7917 30.1389 0.0000 86.0694 0.0666 0.0390 0.2968
4948u 0.2500 119.7500 0.0000 0.0000 0.0634 0.0410 1.9055
4845o 82.5278 37.4722 0.0000 0.0000 0.0582 0.5840 0.0021
4845u 0.1667 119.8333 0.0000 0.0000 0.0912 0.0728 1.5181
4746o 109.6389 10.3611 0.0000 0.0000 0.0289 0.1245 0.0227
4746u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.4644
4645o 97.0833 22.9167 0.0000 0.0000 0.0472 0.3215 0.0381
4645u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.4794
4140o 112.9167 7.0833 0.0000 0.0000 0.0432 0.1327 0.0611
4140u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1139 1.9813
4038o 99.1389 20.8611 0.0000 0.0000 0.0669 0.5702 0.0623
4038u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 1.6588
3938o 81.4375 36.9444 0.0000 1.6181 0.0833 0.4227 0.0192
3938u 0.2500 119.7500 0.0000 0.0000 0.0431 0.0184 1.2955
3836o 72.4306 47.5694 0.0000 0.0000 0.1305 2.1213 0.0976
3836u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1665 1.7770
3635o 81.1389 12.5278 0.0000 26.3333 0.0588 2.4586 0.0871
3635u 0.1667 119.8333 0.0000 0.0000 0.1247 0.1659 2.2232
3533u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1640 3.1704
2217o 80.5764 8.8889 0.0000 30.5347 0.1354 2.0583 0.3254
2217u 0.1667 119.8333 0.0000 0.0000 0.2131 0.4527 3.4312
2019o 100.4792 11.0278 0.0000 8.4931 0.0610 0.6074 0.0398
2019u 0.1667 119.8333 0.0000 0.0000 0.1352 0.1664 2.6616
1918o 106.1083 13.8917 0.0000 0.0000 0.0773 1.3852 0.0409
1918u 0.1667 119.8333 0.0000 0.0000 0.1679 0.2912 4.3928
1817o 81.2500 24.3889 0.0000 14.3611 0.1345 3.0383 0.1068
1817u 0.1667 119.8333 0.0000 0.0000 0.1825 0.2964 2.0134
1009o 113.5000 6.5000 0.0000 0.0000 0.0228 0.1435 0.0116
1009u 0.1667 119.8333 0.0000 0.0000 0.1094 0.1139 1.6909
0706o 93.4833 26.5167 0.0000 0.0000 0.0457 0.3650 0.0222
0706u 0.1667 119.8333 0.0000 0.0000 0.0890 0.0728 1.2496
0604o 88.7778 3.5556 0.0000 27.6667 0.0612 0.5368 0.0909
0604u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1135 2.7087
0504o 100.3333 15.8611 0.0000 3.8056 0.0430 0.3446 0.0186
0504u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0730 1.8689
0403o 101.5486 5.2778 0.0000 13.1736 0.0745 0.7412 0.0591
0403u 0.1667 119.8333 0.0000 0.0000 0.2218 0.4587 2.5408
0302o 87.4167 18.2500 0.0000 14.3333 0.1396 5.9432 0.1511
0302u 0.1667 119.8333 0.0000 0.0000 0.3110 0.9868 0.6708
14b14ao 85.0278 34.9722 0.0000 0.0000 0.1905 10.2478 0.0919
14b14au 27.6667 92.3333 0.0000 0.0000 0.0839 0.0728 1.8334
*===========================================*
| Table E12. Mean Conduit Flow Information |
*===========================================*
Mean Total Mean Low Mean Mean Mean Mean
Conduit Flow Flow Percent Flow Froude Hydraulic Cross Conduit
Name (cms) (m^3) Change Weightng Number Radius Area Roughness
--------------- -------- -------- -------- -------- ------ -------- ------ ---------
5453 0.0312 224.4301 0.0007 0.9981 0.3815 0.0442 0.1149 3.7604
5047 0.0012 8.5626 0.0001 0.4567 0.3632 0.0022 0.0218 0.0350
4946 0.0108 77.7503 0.0006 0.6752 0.5148 0.0085 0.0844 0.0350
5114b 0.0223 160.4698 0.0006 0.8042 0.5696 0.0210 0.2089 0.0350
4440 0.0411 296.1043 0.0042 0.9981 0.6070 0.0772 0.5147 1.5042
4342 0.0304 219.0940 0.0008 0.9981 0.9119 0.0250 0.0563 1.5042
4241 0.0585 421.5285 0.0015 0.9981 1.1644 0.0289 0.0740 1.5042
3736 0.0327 235.6064 0.0008 0.9981 0.4359 0.0560 0.6864 1.6713
3534 0.2153 1550.4906 0.0084 0.4205 0.1554 0.0548 1.0118 0.0450
3422 0.2159 1554.3189 0.0080 0.8212 0.3945 0.0623 0.6346 0.0450
3130 0.0478 344.3427 0.0013 0.9981 0.6582 0.0346 0.6924 2.9248
3024 0.1731 1245.9770 0.0021 0.9981 1.0975 0.0884 0.1065 1.0863
3036 0.0769 553.8894 0.0066 0.5990 0.0404 0.0710 1.0932 0.0214
2827 0.0560 403.1663 0.0014 0.9981 1.0694 0.0223 0.0892 1.6713
2726 0.0610 439.4333 0.0036 0.4013 0.1081 0.0572 0.6835 0.0200
2629 0.0703 506.2865 0.0024 0.9981 0.1867 0.0424 0.3414 2.9248
2930 0.1629 1172.8513 0.0042 0.9981 0.5691 0.0493 0.4583 1.6713
2725 0.0943 679.1239 0.0013 0.9981 1.0033 0.0772 0.0728 1.0863
2524 0.0939 676.3778 0.0014 0.9953 1.1594 0.0740 0.0701 0.0147
2422 0.2675 1925.8611 0.0037 0.9981 0.6417 0.1233 0.2021 1.0863
L575 0.0871 626.8062 0.0026 0.9981 0.3405 0.0459 0.5970 3.7604
2117 0.0484 348.8376 0.0021 0.9802 0.6159 0.0683 0.6943 0.0200
1714B 0.3070 2210.0766 0.0120 0.4769 0.1048 0.0468 0.8937 0.0220
1716 0.8701 6264.7309 0.0132 0.9981 0.8235 0.2110 0.5718 1.0863
1615 0.5718 4116.6625 0.0079 0.9981 0.6921 0.1675 0.3471 1.0863
1614A 0.2986 2149.7148 0.0060 0.9657 0.3088 0.1447 0.3102 0.0130
4514B 0.0884 636.8267 0.0021 0.6078 0.2459 0.0357 0.5598 0.0221
4515 0.0844 607.8451 0.0014 0.9981 0.7859 0.0685 0.0592 1.0863
1502 0.6559 4722.6304 0.0079 0.9981 0.9051 0.1840 0.3810 1.0863
14A13 -0.7185 -5173.523 0.0163 0.9528 0.0042 0.2323 2.1048 0.1222
1312 0.7197 5181.8351 0.0163 0.9528 0.1215 0.1782 2.3237 0.1166
1211 0.7192 5178.3044 0.0165 0.9515 0.0837 0.2245 3.5304 0.1233
1103 0.8525 6138.1261 0.0181 0.9981 0.1273 0.2278 3.2689 10.4455
0912 0.0066 47.8144 0.0005 0.2373 0.0131 0.0801 0.8366 0.0450
0908 0.0438 315.3417 0.0008 0.9981 0.6046 0.0705 0.0606 1.1699
0811 0.0237 170.5040 0.0010 0.3000 0.0803 0.0499 0.5154 0.0450
0804 0.0666 479.5223 0.0016 0.9981 0.5192 0.0898 0.0973 1.0863
0201 1.9609 14118.122 0.0444 0.9981 0.4452 0.2344 2.8528 3.3427
50b50 0.0012 8.6394 0.0002 0.1114 0.2117 0.0010 0.0047 0.0100
49b40 0.0112 80.3665 0.0006 0.3189 0.6108 0.0052 0.0234 0.0100
51b50 0.0226 162.6982 0.0006 0.6229 1.2167 0.0089 0.0420 0.0100
L610 0.1588 1143.3276 0.0028 0.9981 0.5544 0.0957 0.1220 1.0028
5352o 0.0483 348.0268 0.0012 0.6588 0.7015 0.0378 0.0739 0.0350
5352u 0.0170 122.4255 0.0003 0.9981 0.9561 0.0338 0.0143 1.1699
5238o 0.0420 302.4488 0.0013 0.5304 0.4037 0.0399 0.0797 0.0350
5238u 0.0355 255.8431 0.0005 0.9981 0.8810 0.0478 0.0298 1.0863
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0036 0.0066 0.0350
3851u 0.0321 231.2439 0.0006 0.9981 0.6346 0.0497 0.0316 1.0863
5148u 0.0320 230.0688 0.0006 0.9981 0.6464 0.0505 0.0321 1.1699
5049u 0.0147 105.5352 0.0003 0.9726 1.1474 0.0399 0.0166 0.0140
4948u 0.0268 193.0445 0.0003 0.9981 0.4894 0.0461 0.0295 1.1699
4845o 0.0042 30.4323 0.0001 0.4498 0.0466 0.0221 0.2203 0.0350
4845u 0.0546 393.4164 0.0008 0.9981 0.7183 0.0635 0.0535 1.0863
4746o 0.0015 10.6351 0.0002 0.1180 0.0366 0.0034 0.0112 0.0223
4746u 0.0534 384.5458 0.0006 0.9981 0.7697 0.0543 0.0407 1.0863
4645o 0.0083 59.4154 0.0005 0.2707 0.0626 0.0132 0.0725 0.0216
4645u 0.0580 417.5311 0.0006 0.9981 0.3774 0.0604 0.0514 1.1699
4140o 0.0029 20.6425 0.0004 0.0806 0.0534 0.0043 0.0102 0.0189
4140u 0.0558 401.4632 0.0012 0.9981 0.8585 0.0673 0.0616 1.0863
4038o 0.0152 109.1939 0.0011 0.2446 0.0610 0.0159 0.1044 0.0188
4038u 0.0944 679.6542 0.0013 0.9981 0.5802 0.0871 0.1095 1.0863
3938o 0.0106 76.4496 0.0004 0.4621 0.1517 0.0268 0.1338 0.0250
3938u 0.0106 76.3564 0.0001 0.9981 0.5139 0.0317 0.0135 1.0028
3836o 0.1093 787.1095 0.0033 0.5663 0.0928 0.0534 0.7936 0.0209
3836u 0.1050 755.6799 0.0029 0.9981 0.6350 0.0891 0.1142 1.0863
3635o 0.2211 1592.0439 0.0085 0.4555 0.4577 0.0140 0.3912 0.0350
3635u 0.1424 1025.1478 0.0023 0.9981 0.9430 0.0890 0.1142 1.0028
3533u 0.1587 1142.4891 0.0025 0.9981 1.0406 0.0885 0.1134 1.0028
2217o 0.2833 2039.9067 0.0095 0.4614 0.3183 0.0374 0.4113 0.0223
2217u 0.4766 3431.7429 0.0074 0.9981 0.7424 0.1595 0.3122 1.0863
2019o 0.0272 195.4976 0.0023 0.2301 0.2859 0.0070 0.0692 0.0200
2019u 0.1260 907.5458 0.0027 0.9981 1.4603 0.0877 0.0814 1.0863
1918o 0.0128 92.0872 0.0013 0.1615 0.0167 0.0196 0.3104 0.0211
1918u 0.2632 1895.1879 0.0048 0.9981 1.1071 0.1175 0.1590 1.0863
1817o 0.1969 1417.9856 0.0046 0.4545 0.1663 0.0387 0.6387 0.0216
1817u 0.1503 1082.1215 0.0044 0.9981 0.5249 0.1295 0.1978 1.0863
1009o 0.0020 14.2577 0.0003 0.0737 0.0598 0.0021 0.0123 0.0216
1009u 0.0483 347.8984 0.0011 0.9981 1.0327 0.0641 0.0500 1.1699
0706o 0.0125 90.1020 0.0007 0.3204 0.1769 0.0094 0.0661 0.0213
0706u 0.0330 237.6311 0.0005 0.9981 0.6512 0.0596 0.0424 1.0863
0604o 0.0681 490.0528 0.0026 0.3752 0.5088 0.0135 0.1007 0.0211
0604u 0.1212 872.6410 0.0019 0.9981 1.3082 0.0779 0.0714 1.0863
0504o 0.0075 53.7670 0.0006 0.2320 0.1807 0.0050 0.0343 0.0211
0504u 0.0414 297.8861 0.0009 0.9981 0.7799 0.0588 0.0422 1.0863
0403o 0.0293 211.1039 0.0024 0.2162 0.1715 0.0089 0.0886 0.0450
0403u 0.3712 2672.8287 0.0057 0.9981 1.1075 0.1481 0.2569 1.0863
0302o 0.4688 3375.5185 0.0158 0.3771 0.1826 0.0342 1.1045 0.0266
0302u 0.7878 5672.4466 0.0056 0.9981 0.2062 0.1942 0.6378 0.5850
14b14ao 0.3816 2747.6871 0.0133 0.4095 0.1105 0.0407 1.9668 0.0350
14b14au 0.0378 271.8343 0.0008 0.8738 0.2450 0.0582 0.0517 0.0140
FREE # 1 1.9615 14122.793
*===============================================================*
| Table E13. Channel losses(H), headwater depth (HW), tailwater |
| depth (TW), critical and normal depth (Yc and Yn). |
| Use this section for culvert comparisons |
*===============================================================*
Conduit Maximum Head Friction Critical Normal HW TW
Name Flow Loss Loss Depth Depth Elevat Elevat
--------------- --------- --------- --------- --------- --------- --------- ---------
5453 0.1513 0.0000 0.5456 0.1163 0.1562 9.0796 8.5221 Max Flow
5047 0.0262 0.0000 0.0747 0.0088 0.0114 5.7118 4.6445 Max Flow
4946 0.1028 0.0000 0.1729 0.0223 0.0271 5.0273 4.0694 Max Flow
5114b 0.1239 0.0000 0.0803 0.0253 0.0262 4.8264 3.1173 Max Flow
4440 0.2056 0.0000 0.0111 0.1243 0.0978 8.0979 6.7010 Max Flow
4342 0.1522 0.0000 0.3988 0.1113 0.0838 9.2841 8.4133 Max Flow
4241 0.2955 0.0000 0.6994 0.1433 0.1131 8.4133 7.7131 Max Flow
3736 0.1620 0.0000 0.0039 0.0860 0.0731 7.0735 5.8644 Max Flow
3534 2.0419 0.0000 0.0991 0.1026 0.1112 5.3115 4.6469 Max Flow
3422 1.9277 0.0000 0.2721 0.1578 0.3616 4.6561 4.3578 Max Flow
3130 0.2436 0.0000 0.0290 0.0248 0.0264 7.5267 5.8728 Max Flow
3024 0.4339 1.2208 1.1171 0.4257 0.3466 5.7068 3.3892 Max Flow
3036 0.9852 0.0000 0.0146 0.1785 0.2069 5.8742 5.8661 Max Flow
2827 0.2804 0.0000 1.5973 0.1074 0.0870 8.3877 6.7870 Max Flow
2726 0.5578 0.0000 0.0028 0.0430 0.0363 6.7393 6.7430 Max Flow
2629 0.5535 0.0000 0.1734 0.1380 0.2334 6.7437 6.5594 Max Flow
2930 0.9778 0.0000 0.2211 0.1779 0.1594 6.5594 5.8740 Max Flow
2725 0.2612 0.8569 0.6108 0.3508 0.3750 6.7121 5.2213 Max Flow
2524 0.2534 0.5049 1.4677 0.3486 0.2814 5.2319 3.2174 Max Flow
2422 0.5887 0.2255 0.3511 0.4987 0.3704 4.1195 3.5436 Max Flow
L575 0.4438 0.0000 0.1124 0.1102 0.1300 4.8301 3.6709 Max Flow
2117 0.2303 0.0000 0.0003 0.0381 0.0489 3.2146 3.2151 Max Flow
1714B 2.7776 0.0000 0.0998 0.2607 0.3574 3.2462 3.1302 Max Flow
1716 2.0932 -0.1885 0.1753 0.8226 0.6253 3.0658 3.0814 Max Flow
1615 1.2335 0.4385 0.3275 0.6682 0.7500 3.0866 2.3165 Max Flow
1614A 0.8593 0.4281 0.0591 0.5741 0.7500 3.0791 2.5909 Max Flow
4514B 0.4883 0.0000 0.0234 0.1462 0.1189 3.6192 3.1238 Max Flow
4515 0.1680 0.5917 0.9414 0.2879 0.2156 3.5195 1.9833 Max Flow
1502 1.3838 -0.2141 0.8133 0.7024 0.8250 2.3134 1.7410 Max Flow
14A13 0.0238 0.0000 0.0131 0.0821 0.1545 2.0188 2.0059 Max Flow
1312 3.9540 0.0000 0.1360 0.5611 0.8553 2.7287 2.5969 Max Flow
1211 3.8686 0.0000 0.2135 0.5298 0.8939 2.6044 2.3945 Max Flow
1103 4.2314 0.0000 0.3208 0.5658 1.0639 2.3981 2.0679 Max Flow
0912 0.1037 0.0000 0.0031 0.0219 0.0296 3.5300 2.4792 Max Flow
0908 0.1338 0.1597 0.3307 0.2698 0.2589 3.5031 3.0125 Max Flow
0811 0.2242 0.0000 0.0309 0.0373 0.0535 3.0539 2.2782 Max Flow
0804 0.2363 0.1948 0.3392 0.3423 0.4105 3.0025 2.4530 Max Flow
0201 6.7205 0.0000 0.1203 0.7875 0.9835 2.0339 1.9135 Max Flow
50b50 0.0297 0.0000 0.1966 0.0156 0.0069 5.9081 5.7117 Max Flow
49b40 0.1044 0.0000 0.1275 0.0361 0.0198 5.2206 5.0272 Max Flow
51b50 0.1254 0.0000 0.1618 0.0407 0.0221 5.0230 4.8263 Max Flow
L610 0.3490 0.6581 0.6290 0.4028 0.3430 3.8205 2.5301 Max Flow
5352o 0.2881 0.0000 1.1132 0.1370 0.1222 8.5222 7.2357 Max Flow
5352u 0.0364 0.0820 2.0899 1.0050 0.1500 8.4050 6.2357 Max Flow
5238o 0.3044 0.0000 0.8736 0.1421 0.1355 7.2357 6.1582 Max Flow
5238u 0.0743 0.1553 1.0790 0.2114 0.1869 7.1125 5.8747 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0618 0.1532 0.9866 0.2015 0.1720 6.1599 5.0207 Max Flow
5148u 0.0676 0.1943 0.5411 0.2073 0.2250 4.6446 3.9025 Max Flow
5049u 0.0540 0.1448 0.5465 0.1918 0.1736 5.9089 5.2183 Max Flow
4948u 0.0697 0.0780 0.5307 0.2085 0.2250 5.2206 4.6104 Max Flow
4845o 0.0188 0.0000 0.0034 0.0068 0.0100 4.6104 3.6191 Max Flow
4845u 0.1098 0.3984 0.7563 0.2549 0.2104 4.4773 3.3134 Max Flow
4746o 0.0468 0.0000 0.1625 0.0515 0.0464 4.6467 4.0730 Max Flow
4746u 0.0993 0.3198 0.2555 0.2442 0.1785 4.6455 4.0704 Max Flow
4645o 0.1268 0.0000 0.1205 0.0773 0.0735 4.0738 3.6192 Max Flow
4645u 0.0970 0.0826 0.3722 0.2417 0.2180 4.0738 3.6191 Max Flow
4140o 0.0908 0.0000 0.3819 0.0901 0.0735 7.6739 6.7045 Max Flow
4140u 0.2086 0.5882 0.4455 0.3294 0.2253 7.4709 6.4388 Max Flow
4038o 0.2669 0.0000 0.1780 0.1052 0.1048 6.7050 6.1604 Max Flow
4038u 0.2357 0.0925 0.4558 0.3418 0.3278 6.7038 6.1556 Max Flow
3938o 0.0863 0.0000 0.0293 0.0320 0.0294 7.0298 6.1570 Max Flow
3938u 0.0264 0.3628 0.9702 0.1403 0.1250 6.9916 5.6488 Max Flow
3836o 0.8167 0.0000 0.0431 0.1641 0.1606 6.1606 5.8661 Max Flow
3836u 0.2576 0.0973 0.3208 0.3564 0.3003 6.0175 5.6003 Max Flow
3635o 2.0624 0.0937 0.3801 0.1056 0.0961 5.8661 5.3111 Max Flow
3635u 0.3436 0.8602 0.1222 0.4008 0.2285 5.6172 4.6322 Max Flow
3533u 0.3471 0.4150 0.4738 0.4021 0.2475 4.6793 3.7931 Max Flow
2217o 2.2869 0.0000 0.4219 0.2880 0.2891 3.6893 3.2452 Max Flow
2217u 1.2476 0.3936 0.4196 0.6706 0.7500 3.4514 2.6365 Max Flow
2019o 0.3749 0.0000 0.1968 0.0529 0.0374 7.0375 6.0902 Max Flow
2019u 0.4146 1.1593 0.6268 0.4215 0.2644 7.0026 5.2100 Max Flow
1918o 0.3042 0.0000 0.0792 0.1101 0.0932 6.0933 3.2575 Max Flow
1918u 0.8503 0.7676 2.0706 0.5619 0.4457 6.0883 3.2478 Max Flow
1817o 1.1155 0.0000 0.0253 0.1898 0.2541 3.2689 3.2458 Max Flow
1817u 0.5462 0.1562 0.1725 0.4825 0.6000 3.0266 2.6955 Max Flow
1009o 0.0645 0.0000 0.6959 0.0246 0.0218 4.6222 3.5292 Max Flow
1009u 0.1842 0.4685 0.6259 0.3135 0.2453 4.6188 3.5244 Max Flow
0706o 0.1399 0.0000 0.1315 0.0400 0.0385 5.0387 4.5771 Max Flow
0706u 0.0880 0.2592 0.2411 0.2309 0.1859 5.0106 4.5100 Max Flow
0604o 0.6241 0.0000 1.6414 0.0985 0.0770 4.5772 2.8789 Max Flow
0604u 0.3049 0.5139 1.6979 0.9961 0.3003 4.4999 2.2856 Max Flow
0504o 0.1163 0.0000 0.2348 0.0358 0.0309 4.3313 2.8782 Max Flow
0504u 0.1352 0.5938 1.1986 0.2742 0.2180 4.3164 2.5151 Max Flow
0403o 0.5829 0.0000 0.8003 0.0709 0.0753 2.8793 2.0709 Max Flow
0403u 1.1786 0.8020 0.2127 0.6585 0.4237 2.8086 1.7541 Max Flow
0302o 3.8054 0.0000 0.0284 0.1620 0.2966 2.0681 2.0340 Max Flow
0302u 0.7564 0.0644 0.0027 0.2959 0.1783 1.8914 1.8239 Max Flow
14b14ao 3.2272 0.0000 0.0111 0.1541 0.1402 3.1302 2.9419 Max Flow
14b14au 0.1197 0.2987 0.1719 0.2638 0.2320 3.0230 2.5504 Max Flow
*==========================================================*
| Table E13a. CULVERT ANALYSIS CLASSIFICATION, |
| and the time the culvert was in a particular |
| classification during the simulation. The time is |
| in minutes. The Dynamic Wave Equation is used for |
| all conduit analysis but the culvert flow classification |
| condition is based on the HW and TW depths. |
*==========================================================*
Mild Mild Steep Mild Mild
Slope Slope TW Slope TW Slug Flow Slope Slope
Critical D Control Insignf Outlet/ TW > D TW <= D
Conduit Outlet Outlet Entrance Entrance Outlet Outlet Outlet Inlet Inlet
Name Control Control Control Control Control Control Control Control Configuration
--------------- --------- --------- --------- --------- --------- --------- --------- --------- -------------
5453 34.1667 85.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 6.5000 32.5000 81.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4946 4.8333 53.1667 62.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 16.3333 60.6667 43.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4440 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4241 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.3333 35.6667 84.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 56.3333 47.0000 16.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 53.1667 66.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 109.5000 0.0000 0.0000 0.0000 9.3333 0.0000 None
3036 0.0000 50.8333 69.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 112.5000 1.6667 0.0000 0.0000 5.8333 0.0000 None
2629 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 1.1667 40.5000 78.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 82.8333 18.0000 0.5000 3.1667 14.3333 0.0000 None
2524 0.1667 0.1667 119.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 67.0000 0.8333 0.0000 39.8333 11.1667 0.0000 None
L575 33.8333 86.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 43.1667 74.0000 2.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 40.6667 79.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 55.1667 13.6667 0.0000 38.6667 11.3333 0.0000 None
1615 0.3333 13.0000 2.3333 1.3333 53.5000 0.0000 49.5000 0.0000 None
1614A 0.0000 52.8333 0.0000 22.6667 41.3333 2.8333 0.3333 0.0000 None
4514B 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.6667 0.5000 106.8333 0.0000 0.0000 0.0000 12.0000 0.0000 None
1502 81.8333 17.6667 0.1667 0.0000 20.3333 0.0000 0.0000 0.0000 None
14A13 0.0000 113.6667 6.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 3.5000 110.1667 6.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 113.6667 6.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.3333 119.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 11.1667 99.8333 0.0000 9.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 87.5000 1.5000 0.0000 25.5000 4.3333 0.0000 None
0811 2.5000 22.8333 94.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 34.8333 37.1667 0.0000 24.5000 8.0000 15.5000 0.0000 None
0201 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
50b50 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
49b40 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
51b50 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L610 0.0000 1.1667 67.0000 0.5000 0.0000 40.6667 10.6667 0.0000 None
5352o 2.3333 9.5000 108.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.0000 1.1667 116.3333 0.0000 1.5000 0.0000 1.0000 0.0000 None
5238o 2.6667 19.0000 98.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.1667 1.0000 95.3333 0.0000 0.0000 0.0000 23.5000 0.0000 None
3851o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851u 0.0000 1.1667 67.0000 0.0000 0.0000 0.0000 51.8333 0.0000 None
5148u 3.3333 0.8333 54.8333 0.0000 57.8333 0.0000 3.1667 0.0000 None
5049u 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4948u 1.0000 0.1667 63.6667 0.8333 29.6667 23.5000 1.1667 0.0000 None
4845o 0.0000 37.5000 82.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 1.1667 105.5000 0.0000 0.0000 0.0000 13.3333 0.0000 None
4746o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.8333 0.3333 81.8333 0.8333 0.0000 23.6667 12.5000 0.0000 None
4645o 0.0000 11.0000 109.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 61.3333 3.0000 0.0000 53.5000 1.0000 0.0000 None
4140o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4140u 0.0000 1.1667 98.0000 0.0000 0.0000 0.0000 20.8333 0.0000 None
4038o 0.0000 18.3333 101.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038u 0.0000 1.1667 65.6667 9.8333 0.0000 40.8333 2.5000 0.0000 None
3938o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3938u 0.5000 0.6667 71.3333 3.6667 0.0000 3.3333 40.5000 0.0000 None
3836o 0.0000 20.3333 99.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 63.0000 0.1667 0.0000 53.6667 2.0000 0.0000 None
3635o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635u 0.0000 1.0000 65.0000 3.1667 0.0000 42.1667 8.6667 0.0000 None
3533u 0.5000 0.1667 70.3333 1.3333 0.0000 37.8333 9.8333 0.0000 None
2217o 0.6667 15.6667 103.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 64.0000 14.1667 0.1667 0.0000 40.1667 0.0000 1.5000 0.0000 None
2019o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019u 0.0000 1.0000 105.0000 0.0000 0.0000 0.0000 14.0000 0.0000 None
1918o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 8.8333 30.0000 81.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.1667 47.0000 4.8333 2.0000 38.3333 26.6667 0.0000 None
1009o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.6667 0.5000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 9.8333 110.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 85.0000 0.5000 0.0000 31.8333 1.5000 0.0000 None
0604o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 5.6667 12.8333 101.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.3333 0.8333 81.3333 0.0000 0.0000 0.0000 37.5000 0.0000 None
0302o 5.3333 27.1667 87.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 2.0000 80.8333 0.0000 35.5000 0.5000 0.0000 None
14b14ao 0.0000 1.6667 118.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
14b14au 0.0000 0.0000 57.6667 4.3333 0.0000 57.3333 0.6667 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
5453 0.0000 0.0000 0.0000 0.0000
5047 10.3611 10.3611 90.4167 0.0000
4946 20.6667 20.6667 11.5556 0.0000
5114b 33.3750 33.3958 59.6667 0.0000
4440 50.8056 52.1250 69.4306 0.0000
4342 118.5833 118.5833 20.0278 0.0000
4241 0.5000 0.5000 118.2500 0.0000
3736 52.7778 54.0278 4.7361 0.0000
3534 101.3889 101.4167 0.6944 0.0000
3422 0.0000 0.0000 0.0000 0.0000
3130 44.9444 46.1528 62.9361 0.0000
3024 0.0000 0.7222 70.2083 0.0000
3036 2.1167 28.2111 0.0000 0.0000
2827 0.4167 1.7222 62.1250 0.0000
2726 106.4722 109.1667 0.0278 0.0000
2629 31.3750 31.5694 0.0000 0.0000
2930 44.5417 44.6736 0.0000 0.0000
2725 0.0000 0.0000 76.2361 0.0000
2524 4.8056 4.9306 74.1528 0.0000
2422 63.8472 67.6389 2.4167 0.0000
L575 36.3333 36.3611 0.0000 0.0000
2117 2.2847 34.6944 51.0833 0.0000
1714B 0.3889 16.3333 0.0000 0.0000
1716 65.2778 76.2130 41.7917 0.0000
1615 0.8333 53.2917 0.5000 0.0000
1614A 0.0000 7.2083 0.0000 0.0000
4514B 40.5903 40.6389 1.3611 0.0000
4515 52.6250 53.6667 8.1667 0.0000
1502 1.7500 2.2083 25.2778 0.0000
14A13 53.6250 54.5417 0.0000 0.0000
1312 64.6667 89.1944 0.0417 0.0000
1211 83.6250 108.7639 0.0000 0.0000
1103 16.8889 27.5139 0.0000 0.0000
0912 106.9583 106.9583 0.0000 0.0000
0908 83.8750 86.9425 0.0000 0.0000
0811 102.9167 102.9444 0.0556 0.0000
0804 64.6736 83.7917 0.0000 0.0000
0201 12.2509 23.1502 0.0000 0.0000
50b50 100.9444 100.9444 8.6667 0.0000
49b40 106.7500 106.7500 25.3611 0.0000
51b50 106.8056 106.8333 50.5556 0.0000
L610 58.3056 62.3611 0.9583 0.0000
5352o 22.1111 22.7222 105.7778 0.0000
5352u 3.0000 3.6250 58.2083 0.0000
5238o 105.5278 105.7222 2.1389 0.0000
5238u 59.1181 60.9653 62.8819 0.0000
3851o 0.0000 0.0000 0.0000 0.0000
3851u 57.5833 57.5833 54.4861 0.0000
5148u 0.0000 0.0000 43.9583 0.0000
5049u 7.8333 29.6111 104.6458 0.0000
4948u 59.6667 61.0000 4.7500 0.0000
4845o 111.0278 111.0278 0.0000 0.0000
4845u 45.1667 56.6667 59.3333 0.0000
4746o 98.9167 98.9167 0.0000 0.0000
4746u 61.3056 61.6389 62.0278 0.0000
4645o 106.3611 106.3611 0.0000 0.0000
4645u 61.1806 61.1806 0.0000 0.0000
4140o 98.8056 98.8056 0.0000 0.0000
4140u 69.1389 73.1250 68.1389 0.0000
4038o 100.0000 100.0000 0.0000 0.0000
4038u 58.3889 59.8819 6.0278 0.0000
3938o 108.0500 108.0667 1.6750 0.0000
3938u 56.9583 58.8333 5.1667 0.0000
3836o 108.6250 108.6250 0.0000 0.0000
3836u 28.0417 64.1944 55.6806 0.0000
3635o 0.0000 104.4722 0.0000 0.0000
3635u 0.0000 1.2917 63.1111 0.0000
3533u 56.7500 61.4306 63.1389 0.0000
2217o 84.9167 85.8611 68.5833 0.0000
2217u 0.0000 0.0000 7.1111 0.0000
2019o 11.0000 11.0556 99.2153 0.0000
2019u 54.4861 90.7917 96.6111 0.0000
1918o 104.9000 104.9000 0.0000 0.0000
1918u 78.1296 78.3241 78.6435 0.0000
1817o 0.2778 15.0556 0.0000 0.0000
1817u 0.0000 73.5556 1.5833 0.0000
1009o 98.8889 98.9167 0.0000 0.0000
1009u 66.1944 88.4111 89.2083 0.0000
0706o 108.0333 108.0833 0.0000 0.0000
0706u 61.2361 83.4306 4.9583 0.0000
0604o 3.2500 3.4167 108.5972 0.0000
0604u 78.6944 81.5278 82.2361 0.0000
0504o 102.2500 102.2500 5.0278 0.0000
0504u 81.9722 82.1667 6.5139 0.0000
0403o 91.5833 91.5833 0.5417 0.0000
0403u 38.3889 71.2500 65.2222 0.0000
0302o 0.0000 0.0000 70.7778 0.0000
0302u 1.8750 80.7917 0.0417 0.0000
14b14ao 105.8889 105.8889 0.0000 0.0000
14b14au 51.9583 53.6250 0.0000 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
5453 0.1437 0.5197 0.0822 0.0003 0.1511 0.0000 0.0024 0.2906 0.0004 0.1064 13.0786 0.0163 0.1538
5047 0.0287 0.0982 0.0287 0.0000 0.0262 0.0000 0.0001 0.2668 0.0001 0.0058 12.5410 0.0058 0.0272
4946 0.0651 0.2227 0.0651 0.0000 0.1028 0.0000 0.0004 0.4616 0.0004 0.0166 20.7719 0.0166 0.0471
5114b 0.0530 0.1811 0.0530 0.0000 0.1238 0.0000 0.0008 0.6837 0.0008 0.0406 34.1828 0.0406 0.0698
4440 0.2024 0.7931 0.0822 0.0471 0.6285 0.0002 0.2326 0.7926 0.0025 10.4668 35.6654 0.1134 0.2584
4342 0.0000 0.9500 0.0000 0.0000 0.1526 0.0000 0.0000 0.1606 0.0000 0.0000 3.8549 0.0000 0.0983
4241 0.0000 1.3893 0.0000 0.0000 0.2956 0.0000 0.0000 0.2128 0.0000 0.0000 5.1061 0.0000 0.1132
3736 0.0274 0.1156 0.0274 0.0036 0.1549 0.0036 0.1309 1.3401 0.1309 6.5475 67.0065 6.5475 0.2278
3534 0.0633 0.4680 0.0633 0.0002 2.0416 0.0002 0.0024 4.3619 0.0024 0.0667 119.9535 0.0667 0.2203
3422 0.1564 0.7355 0.1564 0.0011 1.9256 0.0011 0.0071 2.6179 0.0071 0.2854 104.7166 0.2854 0.2671
3130 0.0282 0.1324 0.0282 0.0000 0.2435 0.0000 0.0009 1.8394 0.0009 0.0475 101.1669 0.0475 0.0929
3036 0.1254 0.4519 0.1254 0.0509 0.8835 0.0509 0.4056 1.9550 0.4056 7.3000 35.1900 7.3000 0.2987
2827 0.0000 1.1062 0.0000 0.0000 0.2805 0.0000 0.0000 0.2535 0.0000 0.0000 12.6766 0.0000 0.0874
2726 0.0524 0.2139 0.0524 0.0001 0.5612 0.0001 0.0022 2.6234 0.0022 0.0219 26.2342 0.0219 0.1325
2629 0.1648 0.4286 0.1648 0.0131 0.5275 0.0131 0.0797 1.2308 0.0797 3.5867 55.3839 3.5867 0.2103
2930 0.1707 0.7867 0.1707 0.0127 0.9524 0.0127 0.0743 1.2107 0.0743 3.5645 58.1140 3.5645 0.2079
L575 0.0094 0.2150 0.0094 0.0000 0.4438 0.0000 0.0000 2.0643 0.0000 0.0003 123.8596 0.0003 0.2043
2117 0.0166 0.0880 0.0166 0.0001 0.2319 0.0001 0.0060 2.6342 0.0060 0.0602 26.3418 0.0602 0.2688
1714B 0.3696 1.0265 0.2917 0.5076 2.1618 0.1084 1.3733 2.1061 0.3715 38.4528 58.9701 10.4027 0.3171
4514B 0.0939 0.3645 0.0534 0.0626 0.4227 0.0031 0.6665 1.1597 0.0576 15.9962 27.8316 1.3816 0.2017
14A13 0.4252 0.6887 0.4358 0.4688 3.4411 0.0516 1.1026 4.9966 0.1184 11.0257 49.9661 1.1842 1.1900
1312 0.2238 0.5122 0.6861 0.1104 2.8517 0.9923 0.4931 5.5677 1.4462 6.9031 77.9479 20.2471 0.8946
1211 0.0000 0.3850 0.1944 0.0000 3.8592 0.0095 0.0000 10.0226 0.0490 0.0000 370.8360 1.8121 0.9871
1103 0.2774 0.5170 0.7084 0.9385 2.9115 0.3873 3.3831 5.6312 0.5468 118.4099 197.0916 19.1372 1.0216
0912 0.0073 0.0538 0.0073 0.0000 0.1037 0.0000 0.0019 1.9290 0.0019 0.1065 106.0957 0.1065 0.1968
0811 0.0156 0.1151 0.0156 0.0000 0.2242 0.0000 0.0020 1.9481 0.0020 0.1087 107.1435 0.1087 0.1988
0201 0.1480 1.3913 0.1528 0.4124 6.1610 0.1492 2.7872 4.4281 0.9770 27.8725 44.2813 9.7698 0.9845
50b50 0.1321 0.6210 0.1321 0.0000 0.0298 0.0000 0.0000 0.0480 0.0000 0.0001 0.4795 0.0001 The text continues on section 5.