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d100y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:43.
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.. 5
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 71.4000 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 1768 540 N21#2 3552 1080 N37#1 1776 540
N37#2 3556 1080 N31#1 1776 540 N31#2 3556 1080
N28#1 1776 540 N28#2 3556 1080 N27#1 1772 540
N27#2 3536 1080 N26#1 1768 540 N26#2 1752 540
N29#1 1780 540 N29#2 3540 1080 N30#1 1780 540
N30#2 3564 1080 N54#1 1788 540 N54#2 1764 540
N53#1 1708 540 N53#2 1768 540 N52#1 1784 540
N52#2 3564 1080 N44#1 1780 540 N44#2 3680 1080
N43#1 1768 540 N43#2 1768 540 N42#1 1784 540
N42#2 3772 1080 N40#1 1784 540 N40#2 3772 1080
N39#1 1780 540 N39#2 3556 1080 N38#1 1752 540
N38#2 3544 1080 N51B#1 1788 540 N51B#2 3564 1080
N50B#1 1784 540 N50B#2 3784 1080 N47#1 1792 540
N47#2 3540 1080 N49B#1 1788 540 N49B#2 3608 1080
N45#1 1792 540 N45#2 3544 1080 N10#1 1776 540
N10#2 1760 540 N8#1 1772 540 N8#2 1756 540
N11#1 1744 540 N11#2 3616 1080 N7#1 1772 540
N7#2 1760 540 N6#1 1764 540 N6#2 1744 540
N5#1 1776 540 N5#2 1760 540 N4#1 1772 540
N4#2 1756 540 N2#1 1768 540 N2#2 3544 1080
N36#1 1776 540 N36#2 3556 1080 N35#1 1788 540
N35#2 1788 540 N23#1 1772 540 N23#2 3564 1080
N22#1 1772 540 N22#2 1768 540 N20#1 1752 540
N20#2 1712 540 N19#1 1780 540 N19#2 3524 1080
N18#1 1768 540 N18#2 3540 1080 N17#1 1780 540
N17#2 3632 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 71.4000 mm
Total rainfall read for gage # 1 is 25.00 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) 9.557604E+03 71.400
Total Infiltration 5.530120E+01 0.413
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 9.514315E+03 71.077
Total Water remaining in Surface Storage 3.249523E+00 0.024
Infiltration over the Pervious Area... 5.530120E+01 0.801
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 9.572866E+03 71.514
Total Precipitation + Initial Storage. 9.557604E+03 71.400
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............... -0.1597
****************************************************
* 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.............. 9.514315E+03 71.077
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.................. 9.473792E+03 70.774
Initial Storage + Inflow.................... 9.514315E+03 71.077
Final Storage + Outflow + Diverted GW....... 9.473792E+03 70.774
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.4277
##################################################
# 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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.70697 0.00000 70.69196 0.00000 70.69522
Total Losses (mm)...... 0.00000 0.68379 0.00000 0.69534 0.00000 0.69293
Remaining Depth (mm)... 0.00000 0.00924 0.00000 0.01269 0.00000 0.01184
Peak Runoff Rate (cms). 0.00000 0.11899 0.00000 0.07242 0.00000 0.10993
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.49275 71.55560 71.52956 71.63524 71.52951 71.64014
Peak Runoff Rate (cms). 0.00080 0.14782 0.07304 0.03184 0.10712 0.04826
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.49275 71.55560 71.52956 71.63524 71.52951 71.64014
Peak Runoff Rate (cms). 0.00080 0.14782 0.07304 0.03184 0.10712 0.04826
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) 71.49275 71.17372 71.52956 70.97494 71.52951 70.97870
Peak Runoff Rate (cms). 0.00080 0.26681 0.07304 0.10426 0.10712 0.15819
Unit Runoff (mm/hr).... 290.77581 293.49139 294.58207 291.13419 294.57879 291.48780
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.69097 0.00000 70.64165 0.00000 70.62527
Total Losses (mm)...... 0.00000 0.69606 0.00000 0.72439 0.00000 0.73077
Remaining Depth (mm)... 0.00000 0.01296 0.00000 0.03396 0.00000 0.04396
Peak Runoff Rate (cms). 0.00000 0.13541 0.00000 0.22930 0.00000 0.02594
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.53018 71.66026 71.50170 71.55093 71.49304 0.00000
Peak Runoff Rate (cms). 0.12337 0.04634 0.16816 0.13249 0.01843 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.53018 71.66026 71.50170 71.55093 71.49304 0.00000
Peak Runoff Rate (cms). 0.12337 0.04634 0.16816 0.13249 0.01843 0.00052
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) 71.53018 70.93329 71.50170 70.95989 71.49304 70.62527
Peak Runoff Rate (cms). 0.12337 0.18175 0.16816 0.36178 0.01843 0.02594
Unit Runoff (mm/hr).... 294.61800 290.64507 292.07587 282.42736 290.82221 269.02842
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.65876 0.00000 70.71051 0.00000 70.66875
Total Losses (mm)...... 0.00000 0.71624 0.00000 0.68091 0.00000 0.71068
Remaining Depth (mm)... 0.00000 0.02500 0.00000 0.00858 0.00000 0.02057
Peak Runoff Rate (cms). 0.00000 0.22462 0.00000 0.08726 0.00000 0.16586
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.54661 71.54365 71.55813 71.67834 71.64366 0.00000
Peak Runoff Rate (cms). 0.10740 0.17081 0.07494 0.03285 0.00082 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.54661 71.54365 71.55813 71.67834 71.64366 0.00000
Peak Runoff Rate (cms). 0.10740 0.17081 0.07494 0.03285 0.00082 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) 71.54661 71.03041 71.55813 70.97182 71.64366 70.66875
Peak Runoff Rate (cms). 0.10740 0.39543 0.07494 0.12012 0.00082 0.16586
Unit Runoff (mm/hr).... 295.36359 287.08626 295.70360 292.63742 296.41863 284.00629
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.68323 0.00000 70.70497 0.00000 70.68536
Total Losses (mm)...... 0.00000 0.70150 0.00000 0.68540 0.00000 0.70004
Remaining Depth (mm)... 0.00000 0.01527 0.00000 0.00963 0.00000 0.01460
Peak Runoff Rate (cms). 0.00000 0.18442 0.00000 0.03363 0.00000 0.11005
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.28249 0.00000 71.60889 71.68098 71.55747 71.73288
Peak Runoff Rate (cms). 0.00059 0.00000 0.02286 0.01143 0.09938 0.01401
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.28249 0.00000 71.60889 71.68098 71.55747 71.73288
Peak Runoff Rate (cms). 0.00059 0.00002 0.02286 0.01143 0.09938 0.01401
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) 71.28249 70.68323 71.60889 70.94897 71.55747 70.80059
Peak Runoff Rate (cms). 0.00059 0.18442 0.02286 0.04506 0.09938 0.12406
Unit Runoff (mm/hr).... 214.94182 287.32038 296.32351 292.09479 295.68723 288.68985
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.68496 0.00000 70.72370 0.00000 70.73326
Total Losses (mm)...... 0.00000 0.70031 0.00000 0.66975 0.00000 0.66132
Remaining Depth (mm)... 0.00000 0.01472 0.00000 0.00654 0.00000 0.00542
Peak Runoff Rate (cms). 0.00000 0.16483 0.00000 0.06522 0.00000 0.01303
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.49275 0.00000 71.57485 71.71060 71.59277 71.73255
Peak Runoff Rate (cms). 0.00080 0.00000 0.08155 0.00735 0.02856 0.00233
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.49275 0.00000 71.57485 71.71060 71.59277 71.73255
Peak Runoff Rate (cms). 0.00080 0.00002 0.08155 0.00735 0.02856 0.00233
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) 71.49275 70.68496 71.57485 70.82239 71.59277 70.88315
Peak Runoff Rate (cms). 0.00080 0.16483 0.08155 0.07257 0.02856 0.01536
Unit Runoff (mm/hr).... 290.77581 287.65474 296.02366 292.71576 296.22187 293.39400
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.69421 0.00000 70.64939 0.00000 70.71203
Total Losses (mm)...... 0.00000 0.69368 0.00000 0.72091 0.00000 0.67966
Remaining Depth (mm)... 0.00000 0.01210 0.00000 0.02970 0.00000 0.00831
Peak Runoff Rate (cms). 0.00000 0.05071 0.00000 0.08788 0.00000 0.06080
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.55828 71.65959 71.42852 71.59736 71.61794 71.69090
Peak Runoff Rate (cms). 0.04725 0.01826 0.07339 0.03289 0.04164 0.02062
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.55828 71.65959 71.42852 71.59736 71.61794 71.69090
Peak Runoff Rate (cms). 0.04725 0.01826 0.07339 0.03289 0.04164 0.02062
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) 71.55828 70.94521 71.42852 70.89587 71.61794 70.95675
Peak Runoff Rate (cms). 0.04725 0.06897 0.07339 0.12077 0.04164 0.08142
Unit Runoff (mm/hr).... 295.70737 291.10019 271.84929 282.84668 296.36042 292.64272
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.84172 0.00000 70.62749 0.00000 70.71963
Total Losses (mm)...... 0.00000 0.55734 0.00000 0.72998 0.00000 0.67326
Remaining Depth (mm)... 0.00000 0.00095 0.00000 0.04253 0.00000 0.00711
Peak Runoff Rate (cms). 0.00000 0.01557 0.00000 0.20122 0.00000 0.06335
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.57762 71.64273 71.67268 71.62020 71.62881 71.70024
Peak Runoff Rate (cms). 0.06851 0.00392 0.02940 0.04850 0.04327 0.02144
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.57762 71.64273 71.67268 71.62020 71.62881 71.70024
Peak Runoff Rate (cms). 0.06851 0.00392 0.02940 0.04850 0.04327 0.02144
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) 71.57762 71.00192 71.67268 70.80618 71.62881 70.96478
Peak Runoff Rate (cms). 0.06851 0.01949 0.02940 0.24971 0.04327 0.08479
Unit Runoff (mm/hr).... 296.06223 294.81121 296.44183 274.68500 296.39172 293.12176
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.63738 0.00000 70.66118 0.00000 70.64866
Total Losses (mm)...... 0.00000 0.72618 0.00000 0.71495 0.00000 0.72125
Remaining Depth (mm)... 0.00000 0.03644 0.00000 0.02387 0.00000 0.03009
Peak Runoff Rate (cms). 0.00000 0.18802 0.00000 0.08542 0.00000 0.07655
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.68385 71.63099 71.52206 0.00000 71.51280 0.00000
Peak Runoff Rate (cms). 0.02695 0.04468 0.18634 0.00000 0.17776 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.68385 71.63099 71.52206 0.00000 71.51280 0.00000
Peak Runoff Rate (cms). 0.02695 0.04468 0.18634 0.00528 0.17776 0.00503
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) 71.68385 70.81623 71.52206 70.66118 71.51280 70.64866
Peak Runoff Rate (cms). 0.02695 0.23270 0.18634 0.08542 0.17776 0.07655
Unit Runoff (mm/hr).... 296.44541 277.86203 294.08992 281.89791 293.31472 277.88270
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.62093 0.00000 70.65000 0.00000 70.58793
Total Losses (mm)...... 0.00000 0.73226 0.00000 0.72062 0.00000 0.74151
Remaining Depth (mm)... 0.00000 0.04681 0.00000 0.02938 0.00000 0.07055
Peak Runoff Rate (cms). 0.00000 0.54322 0.00000 0.07514 0.00000 0.20584
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.38802 71.70675 71.51015 0.00000 71.46695 0.00000
Peak Runoff Rate (cms). 0.00070 0.05240 0.16953 0.00000 0.53968 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.38802 71.70675 71.51015 0.00000 71.46695 0.00000
Peak Runoff Rate (cms). 0.00070 0.05240 0.16953 0.00480 0.53968 0.01528
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) 71.38802 70.70779 71.51015 70.65000 71.46695 70.58793
Peak Runoff Rate (cms). 0.00070 0.59562 0.16953 0.07514 0.53968 0.20584
Unit Runoff (mm/hr).... 254.84800 269.59045 293.05245 278.34193 285.16130 253.28542
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.65712 0.00000 70.64816 0.00000 70.62730
Total Losses (mm)...... 0.00000 0.71710 0.00000 0.72148 0.00000 0.73005
Remaining Depth (mm)... 0.00000 0.02578 0.00000 0.03035 0.00000 0.04266
Peak Runoff Rate (cms). 0.00000 0.07964 0.00000 0.14842 0.00000 0.22078
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.51765 0.00000 71.50943 0.00000 71.49275 71.69070
Peak Runoff Rate (cms). 0.18207 0.00000 0.36642 0.00000 0.00080 0.02695
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.51765 0.00000 71.50943 0.00000 71.49275 71.69070
Peak Runoff Rate (cms). 0.18207 0.00516 0.36642 0.01038 0.00080 0.02695
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) 71.51765 70.65712 71.50943 70.64816 71.49275 70.73364
Peak Runoff Rate (cms). 0.18207 0.07964 0.36642 0.14842 0.00080 0.24773
Unit Runoff (mm/hr).... 293.74636 280.66289 292.97830 277.71149 290.77581 272.50848
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.68855 0.00000 70.81900 0.00000 70.74771
Total Losses (mm)...... 0.00000 0.69780 0.00000 0.57969 0.00000 0.64816
Remaining Depth (mm)... 0.00000 0.01365 0.00000 0.00131 0.00000 0.00413
Peak Runoff Rate (cms). 0.00000 0.09856 0.00000 0.01703 0.00000 0.21499
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.53165 71.64563 71.61543 0.00000 71.51079 71.60513
Peak Runoff Rate (cms). 0.08524 0.03748 0.04082 0.00000 0.00081 0.26532
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.53165 71.64563 71.61543 0.00000 71.51079 71.60513
Peak Runoff Rate (cms). 0.08524 0.03748 0.04082 0.00116 0.00081 0.26532
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) 71.53165 70.94697 71.61543 70.81900 71.51079 71.21929
Peak Runoff Rate (cms). 0.08524 0.13604 0.04082 0.01703 0.00081 0.48031
Unit Runoff (mm/hr).... 294.70027 290.49754 296.35131 294.35297 293.11727 295.01570
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.68832 0.00000 70.49987 0.00000 70.61455
Total Losses (mm)...... 0.00000 0.69796 0.00000 0.75580 0.00000 0.73432
Remaining Depth (mm)... 0.00000 0.01371 0.00000 0.14433 0.00000 0.05112
Peak Runoff Rate (cms). 0.00000 0.16915 0.00000 0.18890 0.00000 0.33498
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.50287 0.00000 71.42771 0.00000 71.55172 71.52921
Peak Runoff Rate (cms). 0.00081 0.00000 0.54529 0.00000 0.10095 0.20079
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.50287 0.00000 71.42771 0.00000 71.55172 71.52921
Peak Runoff Rate (cms). 0.00081 0.00002 0.54529 0.01544 0.10095 0.20079
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) 71.50287 70.68832 71.42771 70.49987 71.55172 70.93468
Peak Runoff Rate (cms). 0.00081 0.16915 0.54529 0.18890 0.10095 0.53577
Unit Runoff (mm/hr).... 292.22523 288.26597 271.52398 219.07641 295.52920 275.08903
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).... 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.61583 0.00000 70.66070
Total Losses (mm)...... 0.00000 0.73392 0.00000 0.71521
Remaining Depth (mm)... 0.00000 0.05025 0.00000 0.02409
Peak Runoff Rate (cms). 0.00000 0.28267 0.00000 0.07684
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.48443 71.67964 71.55935 71.72103
Peak Runoff Rate (cms). 0.07172 0.03512 0.02200 0.00898
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.48443 71.67964 71.55935 71.72103
Peak Runoff Rate (cms). 0.07172 0.03512 0.02200 0.00898
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) 71.48443 70.72221 71.55935 70.76674
Peak Runoff Rate (cms). 0.07172 0.31778 0.02200 0.08582
Unit Runoff (mm/hr).... 289.28282 268.26910 295.73305 283.22504
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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| |
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320.000 = =
| |
| |
| ################## |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
240.000 = # # =
| ################# # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
| # # |
160.000 = # # =
################## # |
# # |
# # |
# # |
# # |
# # |
# # |
# ################## |
# ################# |
80.000 # # =
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
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 30.2839 50.0000 20.0000
N53 1.3021 3.2553 125.0000
N52 1.3261 3.3153 80.0000
N38 0.8892 2.2230 4875.0000
N51B 1.2817 3.2043 30.0000
N48 1.2567 3.1417 10.0000
N50B 1.2599 3.1498 55.0000
N49B 1.2360 3.0899 85.0000
N47 0.5694 1.4235 25.0000
N46 0.9106 2.2764 30.0000
N45 0.8691 2.1729 30.0000
N43 26.2845 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 1.2318 3.0795 190.0000
N44 4.1442 10.3605 205.0000
N40 3.2848 8.2121 95.0000
N39 2.2353 5.5882 135.0000
N37 14.9888 37.4720 0.0000
N36 1.1654 2.9135 5.0000
N35 1.3432 3.3581 5.0000
N34 2.7571 6.8928 250.0000
N33 1.1280 2.8200 135.0000
N31 9.6687 24.1718 0.0000
N30 0.1269 0.3172 55.0000
N29 33.1805 50.0000 0.0000
N28 8.6606 21.6514 0.0000
N27 1.7011 4.2527 40.0000
N26 33.1111 50.0000 0.0000
N25 2.2830 5.7076 0.0000
N24 1.0306 2.5765 30.0000
N23 3.7710 9.4275 5.0000
N22 0.7111 1.7778 25.0000
N21 0.9046 2.2615 65.0000
N20 0.4082 1.0206 110.0000
N19 0.2884 0.7211 110.0000
N18 1.0885 2.7213 15.0000
N17 2.0700 5.1750 5.0000
N16 3.8071 9.5178 0.0000
N15 6.5279 16.3198 0.0000
N14B 0.3372 0.8430 35.0000
N14A 4.9318 12.3296 0.0000
N13 8.2826 20.7065 0.0000
N12 16.2470 40.6175 0.0000
N11 11.1703 27.9258 0.0000
N10 0.9588 2.3969 45.0000
N9 1.2992 3.2479 110.0000
N8 0.9133 2.2832 5.0000
N7 0.9094 2.2735 25.0000
N6 0.5978 1.4944 15.0000
N5 1.5352 3.8380 120.0000
N4 3.2786 8.1965 0.0000
N3 17.6324 44.0811 0.0000
N2 16.3849 40.9623 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...N38
*==========================================================*
| 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 28.7082 28.7082 50.0000 1.4167 -0.0012 0.3251 Normal Soln
5047 50.0000 50.0000 50.0000 0.0000 -0.0010 0.0234 Normal Soln
4946 48.3552 48.3552 50.0000 0.0000 0.0016 0.0799 Normal Soln
5114b 49.2763 49.2763 50.0000 0.0000 -0.0015 0.0745 Normal Soln
4440 18.0452 18.0452 38.2256 0.0000 -0.9342 0.4261 Normal Soln
4342 14.2592 14.2592 24.7304 0.0000 -0.0026 0.0364 Normal Soln
4241 10.9920 10.9920 16.8662 0.0000 -0.0040 0.0784 Normal Soln
3736 35.4540 35.4540 50.0000 0.0000 -0.0024 0.0238 Normal Soln
3534 13.6450 13.6450 36.7214 0.0000 0.0375 0.1926 Normal Soln
3422 16.4031 16.4031 50.0000 0.0000 0.0212 1.9078 Normal Soln
3130 49.5296 49.5296 50.0000 0.0000 -0.0038 0.0465 Normal Soln
3024 7.5887 7.5887 17.7074 0.0000 -0.0170 2.1471 Normal Soln
3036 10.8437 10.8437 44.8965 0.0000 -0.0187 0.5299 Normal Soln
2827 28.0036 28.0036 44.6734 0.0000 -0.0028 0.0390 Normal Soln
2726 7.0940 7.0940 39.7507 0.0000 -0.0133 0.0901 Normal Soln
2629 30.3678 30.3678 50.0000 0.0000 -0.0043 0.5142 Normal Soln
2930 26.4413 26.4413 48.3491 0.0000 0.0072 0.1893 Normal Soln
2725 4.9555 4.9555 12.4221 0.0000 0.0031 2.4009 Normal Soln
2524 14.3297 14.3297 33.1608 0.0000 -0.0463 2.1107 Normal Soln
2422 6.2337 6.2337 18.4674 0.0000 0.0367 1.9131 Normal Soln
L575 44.4865 44.4865 50.0000 0.0000 -0.0067 0.2273 Normal Soln
2117 5.9084 5.9084 21.5205 0.0000 -0.0061 0.0924 Normal Soln
1714B 13.6883 13.6883 37.4084 0.0000 -0.0238 0.7711 Normal Soln
1716 4.5761 4.5761 12.3825 0.0000 0.0314 1.4928 Normal Soln
1615 3.8544 3.8544 9.6764 0.0000 0.0303 3.5943 Normal Soln
1614A 1.7523 1.7523 5.1080 24.1667 -0.0224 3.1710 Normal Soln
4514B 16.3481 16.3481 27.8914 0.0000 0.0050 0.0423 Normal Soln
4515 5.7451 5.7451 13.3733 0.0000 0.0060 2.1879 Normal Soln
1502 14.8498 14.8498 32.3912 0.0000 0.0187 4.7964 Normal Soln
14A13 3.7956 3.7956 15.3816 0.0000 -0.0265 0.5149 Normal Soln
1312 6.1484 6.1484 24.2241 0.0000 0.0277 0.5319 Normal Soln
1211 14.1564 14.1564 50.0000 0.0000 0.0214 0.3651 Normal Soln
1103 15.6651 15.6651 50.0000 0.0000 0.0166 0.2470 Normal Soln
0912 28.7948 28.7948 50.0000 0.0000 -0.0028 0.0345 Normal Soln
0908 11.3583 11.3583 41.8694 0.0000 0.0030 2.2039 Normal Soln
0811 29.4945 29.4945 50.0000 0.0000 0.0048 0.0819 Normal Soln
0804 10.7764 10.7764 33.6683 0.0000 0.0029 2.9349 Normal Soln
0201 3.0593 3.0593 7.3250 2.7500 -0.2082 0.1252 Normal Soln
50b50 9.8497 9.8497 16.1449 0.0000 0.0032 0.0050 Normal Soln
49b40 6.9641 6.9641 10.5796 0.0000 0.0036 0.0166 Normal Soln
51b50 6.2976 6.2976 9.1861 0.0000 -0.0029 0.0196 Normal Soln
L610 7.8510 7.8510 22.6132 0.0000 0.0135 2.3879 Normal Soln
5352o 13.6140 13.6140 25.9231 0.0000 -0.0044 0.5360 Normal Soln
5352u 6.8302 6.8302 17.8804 0.0000 0.0009 3.8467 Normal Soln
5238o 14.4540 14.4540 28.9507 0.0000 -0.0046 0.4107 Normal Soln
5238u 8.0087 8.0087 22.3779 0.0000 0.0016 2.7431 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.0372 11.0372 33.5242 0.0000 -0.0095 2.6523 Normal Soln
5148u 4.1129 4.1129 11.5665 0.0000 0.0027 4.8798 Normal Soln
5049u 12.9659 12.9659 26.4113 0.0000 0.0048 1.9325 Normal Soln
4948u 3.8677 3.8677 11.6939 0.0000 0.0023 3.1182 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 -0.0006 0.0150 Normal Soln
4845u 12.5770 12.5770 36.2038 0.0000 0.0031 2.0912 Normal Soln
4746o 22.6779 22.6779 48.6166 0.0000 0.0017 0.0098 Normal Soln
4746u 5.3859 5.3859 18.0367 0.0000 0.0055 2.0302 Normal Soln
4645o 27.5074 27.5074 50.0000 0.0000 0.0016 0.0217 Normal Soln
4645u 7.0578 7.0578 24.3551 0.0000 -0.0044 3.1053 Normal Soln
4140o 24.2354 24.2354 39.5246 0.0000 -0.0031 0.0295 Normal Soln
4140u 6.2005 6.2005 15.8809 0.0000 -0.0026 1.5527 Normal Soln
4038o 50.0000 50.0000 50.0000 0.0000 0.0226 0.0666 Normal Soln
4038u 14.0280 14.0280 44.2619 0.0000 -0.0111 2.5141 Normal Soln
3938o 34.4146 34.4146 50.0000 0.0000 -0.0021 0.0309 Normal Soln
3938u 8.3708 8.3708 24.4881 0.0000 0.0005 2.6339 Normal Soln
3836o 24.4390 24.4390 50.0000 0.0000 0.0071 0.1836 Normal Soln
3836u 7.8655 7.8655 21.7612 0.0000 0.0220 3.5070 Normal Soln
3635o 6.0065 6.0065 11.5743 0.0000 0.0596 0.0135 Normal Soln
3635u 1.7740 1.7740 4.5411 91.6667 -0.0239 1.4236 Normal Soln
3533u 5.9578 5.9578 14.7414 0.0000 -0.0143 1.4718 Normal Soln
2217o 14.8950 14.8950 30.2926 0.0000 0.0217 0.3587 Normal Soln
2217u 5.1626 5.1626 12.3507 0.0000 -0.0798 5.1295 Normal Soln
2019o 20.6612 20.6612 39.7487 0.0000 0.0172 0.0749 Normal Soln
2019u 5.0915 5.0915 11.2781 0.0000 -0.0115 1.6658 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0068 0.0462 Normal Soln
1918u 15.8236 15.8236 36.8538 0.0000 0.0121 2.0688 Normal Soln
1817o 14.2489 14.2489 38.5260 0.0000 -0.0122 0.2712 Normal Soln
1817u 4.2921 4.2921 12.2405 0.0000 0.0220 3.7937 Normal Soln
1009o 49.4691 49.4691 50.0000 0.0000 -0.0033 0.0205 Normal Soln
1009u 10.3466 10.3466 30.3079 0.0000 -0.0023 1.7647 Normal Soln
0706o 27.2268 27.2268 50.0000 0.0000 -0.0035 0.0445 Normal Soln
0706u 6.7633 6.7633 24.3408 0.0000 -0.0022 2.1224 Normal Soln
0604o 28.8203 28.8203 48.0206 0.0000 -0.0098 0.1471 Normal Soln
0604u 9.6972 9.6972 20.8094 0.0000 -0.0058 2.2208 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0099 0.0324 Normal Soln
0504u 12.3498 12.3498 33.3290 0.0000 -0.0234 2.0035 Normal Soln
0403o 11.3014 11.3014 23.4198 0.0000 -0.0104 0.1583 Normal Soln
0403u 3.2572 3.2572 7.0086 0.0000 -0.0138 1.2428 Normal Soln
0302o 5.5158 5.5158 15.1471 0.0000 -0.0203 2.5329 Normal Soln
0302u 2.7224 2.7224 11.8644 0.0000 -0.0073 0.6813 Normal Soln
14b14ao 5.5962 5.5962 26.3769 0.0000 0.0327 0.0917 Normal Soln
14b14au 1.9449 1.9449 5.9746 0.0000 -0.0138 3.1941 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/ 0.01 / 7.41/ N52/ 0.01 / 6.11/
N38/ 0.01 / 5.01/ N51B/ 0.02 / 3.82/ N48/ 0.01 / 3.61/
N50B/ 1.00 / 5.70/ N49B/ 0.00 / 4.00/ 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/ 0.00 / 6.60/ N44/ 0.00 / 8.00/
N40/ 0.01 / 5.61/ N39/ 0.00 / 6.00/ N37/ 0.00 / 7.00/
N36/ 0.01 / 4.48/ N35/ 0.01 / 4.01/ N34/ 0.21 / 4.31/
N33/ 0.01 / 2.61/ N31/ 0.00 / 7.50/ N30/ 0.02 / 4.22/
N29/ 0.01 / 6.41/ N28/ 0.00 / 8.30/ N27/ 0.01 / 5.36/
N26/ 0.02 / 6.52/ N25/ 0.01 / 4.88/ N24/ 0.02 / 2.61/
N23/ 0.01 / 4.71/ N22/ 0.05 / 1.91/ N21/ 1.00 / 3.00/
N20/ 0.02 / 6.02/ N19/ 0.02 / 4.52/ N18/ 0.03 / 1.93/
N17/ 0.04 / 1.79/ N16/ 0.04 / 1.38/ N15/ 0.09 / 1.30/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.03 / 1.37/ N10/ 0.00 / 3.60/
N9/ 0.01 / 2.51/ N8/ 0.01 / 2.01/ N7/ 0.01 / 4.01/
N6/ 0.02 / 3.52/ N5/ 0.01 / 3.31/ N4/ 0.03 / 1.73/
N3/ 0.00 / 1.10/ N2/ 0.05 / 1.10/ N1/ 0.02 / 0.95/
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/ 0.01 /
1615/ 0.01 / 1614A/ 0.00 / 4514B/ 0.00*/
4515/ 0.00*/ 1502/ 0.01 / 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/ 0.01 / 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/ 0.01 /
Conduit/ Velocity
5453/ 0.07 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.13 / 4342/ 0.09 /
4241/ 0.13 / 3736/ 0.07 / 3534/ 0.00 /
3422/ 0.03 / 3130/ 0.02 / 3024/ 0.64 /
3036/ 0.00 / 2827/ 0.09 / 2726/ 0.00 /
2629/ 0.06 / 2930/ 0.20 / 2725/ 0.39 /
2524/ 0.47 / 2422/ 0.30 / L575/ 0.05 /
2117/ 0.02 / 1714B/ 0.00 / 1716/ 0.77 /
1615/ 0.45 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.14 / 1502/ 0.44 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.04 /
0912/ 0.00 / 0908/ 0.17 / 0811/ 0.00 /
0804/ 0.13 / 0201/ 0.24 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.12 /
5352o/ 0.00 / 5352u/ 0.49 / 5238o/ 0.00 /
5238u/ 0.38 / 3851o/ 0.00 / 3851u/ 0.33 /
5148u/ 0.34 / 5049u/ 0.12 / 4948u/ 0.06 /
4845o/ 0.00 / 4845u/ 0.39 / 4746o/ 0.00 /
4746u/ 0.28 / 4645o/ 0.00 / 4645u/ 0.16 /
4140o/ 0.00 / 4140u/ 0.21 / 4038o/ 0.00 /
4038u/ 0.19 / 3938o/ 0.00 / 3938u/ 0.08 /
3836o/ 0.00 / 3836u/ 0.33 / 3635o/ 0.00 /
3635u/ 0.56 / 3533u/ 0.46 / 2217o/ 0.00 /
2217u/ 0.40 / 2019o/ 0.00 / 2019u/ 0.72 /
1918o/ 0.00 / 1918u/ 0.53 / 1817o/ 0.00 /
1817u/ 0.46 / 1009o/ 0.00 / 1009u/ 0.22 /
0706o/ 0.00 / 0706u/ 0.14 / 0604o/ 0.00 /
0604u/ 0.45 / 0504o/ 0.00 / 0504u/ 0.09 /
0403o/ 0.00 / 0403u/ 0.65 / 0302o/ 0.00 /
0302u/ 0.03 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Width
5453/ 0.29 / 5047/ 0.01 / 4946/ 0.01 /
5114b/ 0.01 / 4440/ 0.07 / 4342/ 0.12 /
4241/ 0.11 / 3736/ 0.10 / 3534/ 8.91 /
3422/ 2.54 / 3130/ 0.34 / 3024/ 0.18 /
3036/ 3.08 / 2827/ 0.14 / 2726/ 8.93 /
2629/ 1.27 / 2930/ 0.78 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.28 / L575/ 0.40 /
2117/ 0.17 / 1714B/ 1.75 / 1716/ 0.41 /
1615/ 0.40 / 1614A/ 0.33 / 4514B/ 0.08 /
4515/ 0.20 / 1502/ 0.45 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.18 / 1103/ 0.57 /
0912/ 0.32 / 0908/ 0.15 / 0811/ 0.30 /
0804/ 0.19 / 0201/ 1.10 / 50b50/ 0.00 /
49b40/ 0.29 / 51b50/ 0.34 / L610/ 0.22 /
5352o/ 0.05 / 5352u/ 0.08 / 5238o/ 0.03 /
5238u/ 0.10 / 3851o/ 0.00 / 3851u/ 0.11 /
5148u/ 0.12 / 5049u/ 0.09 / 4948u/ 0.10 /
4845o/ 0.15 / 4845u/ 0.13 / 4746o/ 0.01 /
4746u/ 0.12 / 4645o/ 0.12 / 4645u/ 0.12 /
4140o/ 0.00 / 4140u/ 0.15 / 4038o/ 0.02 /
4038u/ 0.18 / 3938o/ 0.07 / 3938u/ 0.07 /
3836o/ 0.46 / 3836u/ 0.18 / 3635o/ 0.02 /
3635u/ 0.18 / 3533u/ 0.18 / 2217o/ 0.38 /
2217u/ 0.35 / 2019o/ 0.48 / 2019u/ 0.18 /
1918o/ 0.05 / 1918u/ 0.25 / 1817o/ 0.15 /
1817u/ 0.28 / 1009o/ 0.01 / 1009u/ 0.15 /
0706o/ 0.07 / 0706u/ 0.12 / 0604o/ 0.15 /
0604u/ 0.17 / 0504o/ 0.04 / 0504u/ 0.14 /
0403o/ 0.08 / 0403u/ 0.29 / 0302o/ 0.46 /
0302u/ 1.50 / 14b14ao/ 0.02 / 14b14au/ 0.17 /
Junction/ EGL
N54/ 0.02 / N53/ 1.00 / N52/ 0.02 /
N38/ 0.02 / N51B/ 0.02 / N48/ 0.02 /
N50B/ 1.00 / N49B/ 1.00 / N47/ 0.01 /
N46/ 0.01 / N45/ 0.02 / N43/ 0.00 /
N42/ 0.01 / N41/ 1.00 / N44/ 0.00 /
N40/ 0.40 / N39/ 0.00 / N37/ 0.00 /
N36/ 1.05 / N35/ 0.02 / N34/ 0.21 /
N33/ 0.02 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.01 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.02 / N25/ 0.02 / N24/ 0.31 /
N23/ 0.01 / N22/ 2.34 / N21/ 1.00 /
N20/ 0.02 / N19/ 0.05 / N18/ 0.05 /
N17/ 1.20 / N16/ 0.08 / N15/ 0.10 /
N14B/ 0.00 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.03 / N10/ 0.00 /
N9/ 0.01 / N8/ 0.01 / N7/ 0.01 /
N6/ 0.02 / N5/ 0.01 / N4/ 0.04 /
N3/ 0.02 / N2/ 0.06 / N1/ 0.03 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Junction/ Freeboard
N54/ 1.08 / N53/ 2.59 / N52/ 3.89 /
N38/ 4.99 / N51B/ 6.18 / N48/ 6.39 /
N50B/ 4.30 / N49B/ 6.00 / N47/ 6.39 /
N46/ 6.99 / N45/ 7.48 / N43/ 0.80 /
N42/ 1.69 / N41/ 3.40 / N44/ 2.00 /
N40/ 4.39 / N39/ 4.00 / N37/ 3.00 /
N36/ 5.52 / N35/ 5.99 / N34/ 5.69 /
N33/ 7.39 / N31/ 2.50 / N30/ 5.78 /
N29/ 3.59 / N28/ 1.70 / N27/ 4.64 /
N26/ 3.48 / N25/ 5.12 / N24/ 7.39 /
N23/ 5.29 / N22/ 8.09 / N21/ 7.00 /
N20/ 3.98 / N19/ 5.48 / N18/ 8.07 /
N17/ 8.21 / N16/ 8.62 / N15/ 8.70 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.63 / N10/ 6.40 /
N9/ 7.49 / N8/ 7.99 / N7/ 5.99 /
N6/ 6.48 / N5/ 6.69 / N4/ 8.27 /
N3/ 8.90 / N2/ 8.90 / N1/ 9.05 /
N50/ 4.30 / N49/ 5.00 / N51/ 5.20 /
Junction/ Max Volume
N54/ 0.18 / N53/ 1.13 / N52/ 1.15 /
N38/ 1.17 / N51B/ 1.22 / N48/ 1.01 /
N50B/ 1.21 / N49B/ 1.22 / N47/ 1.06 /
N46/ 1.08 / N45/ 1.12 / N43/ 0.09 /
N42/ 0.12 / N41/ 1.08 / N44/ 0.10 /
N40/ 1.11 / N39/ 1.03 / N37/ 0.08 /
N36/ 1.40 / N35/ 1.32 / N34/ 0.58 /
N33/ 2.05 / N31/ 0.03 / N30/ 1.68 /
N29/ 0.17 / N28/ 0.09 / N27/ 1.40 /
N26/ 0.26 / N25/ 0.87 / N24/ 1.65 /
N23/ 0.13 / N22/ 1.84 / N21/ 1.26 /
N20/ 1.04 / N19/ 1.61 / N18/ 1.38 /
N17/ 1.51 / N16/ 1.92 / N15/ 1.34 /
N14B/ 1.33 / N14A/ 1.36 / N13/ 0.88 /
N12/ 0.94 / N11/ 1.06 / N10/ 1.03 /
N9/ 1.03 / N8/ 1.06 / N7/ 1.04 /
N6/ 1.08 / N5/ 1.03 / N4/ 1.19 /
N3/ 0.96 / N2/ 0.98 / N1/ 0.98 /
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/ 0.04 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.01 / 2930/ 0.01 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.02 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.03 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.06 / 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/ 0.00 / 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/ 0.03 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Final Volume
5453/ 0.11 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.03 / 4342/ 0.02 /
4241/ 0.02 / 3736/ 0.04 / 3534/ 0.08 /
3422/ 1.62 / 3130/ 0.23 / 3024/ 0.11 /
3036/ 0.00 / 2827/ 0.06 / 2726/ 0.05 /
2629/ 0.63 / 2930/ 0.30 / 2725/ 0.04 /
2524/ 0.09 / 2422/ 0.25 / L575/ 0.14 /
2117/ 0.03 / 1714B/ 0.00 / 1716/ 0.31 /
1615/ 0.48 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.27 / 1502/ 1.99 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.23 / 1103/ 1.00 /
0912/ 0.00 / 0908/ 0.04 / 0811/ 0.00 /
0804/ 0.12 / 0201/ 0.56 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.25 /
5352o/ 0.00 / 5352u/ 0.02 / 5238o/ 0.00 /
5238u/ 0.03 / 3851o/ 0.00 / 3851u/ 0.07 /
5148u/ 0.03 / 5049u/ 0.00 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.08 / 4746o/ 0.00 /
4746u/ 0.03 / 4645o/ 0.00 / 4645u/ 0.07 /
4140o/ 0.00 / 4140u/ 0.02 / 4038o/ 0.00 /
4038u/ 0.08 / 3938o/ 0.00 / 3938u/ 0.02 /
3836o/ 0.00 / 3836u/ 0.05 / 3635o/ 0.00 /
3635u/ 0.01 / 3533u/ 0.05 / 2217o/ 0.00 /
2217u/ 0.38 / 2019o/ 0.00 / 2019u/ 0.08 /
1918o/ 0.00 / 1918u/ 0.55 / 1817o/ 0.00 /
1817u/ 0.16 / 1009o/ 0.00 / 1009u/ 0.03 /
0706o/ 0.00 / 0706u/ 0.03 / 0604o/ 0.00 /
0604u/ 0.14 / 0504o/ 0.00 / 0504u/ 0.10 /
0403o/ 0.00 / 0403u/ 0.06 / 0302o/ 0.00 /
0302u/ 1.04 / 14b14ao/ 0.00 / 14b14au/ 0.04 /
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/ 0.01 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.02 /
2629/ 0.01 / 2930/ 0.01 / 2725/ 0.01 /
2524/ 0.01 / 2422/ 0.02 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.02 /
1615/ 0.04 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.03 / 1502/ 0.04 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.02 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.02 /
5352o/ 0.00 / 5352u/ 0.01 / 5238o/ 0.00 /
5238u/ 0.01 / 3851o/ 0.00 / 3851u/ 0.01 /
5148u/ 0.01 / 5049u/ 0.00 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.01 / 4746o/ 0.00 /
4746u/ 0.00 / 4645o/ 0.00 / 4645u/ 0.01 /
4140o/ 0.00 / 4140u/ 0.00 / 4038o/ 0.00 /
4038u/ 0.01 / 3938o/ 0.00 / 3938u/ 0.00 /
3836o/ 0.00 / 3836u/ 0.01 / 3635o/ 0.00 /
3635u/ 0.01 / 3533u/ 0.01 / 2217o/ 0.00 /
2217u/ 0.03 Section 4
/ 2019o/ 0.00 / 2019u/ 0.01 /
1918o/ 0.00 / 1918u/ 0.02 / 1817o/ 0.00 /
1817u/ 0.02 / 1009o/ 0.00 / 1009u/ 0.00 /
0706o/ 0.00 / 0706u/ 0.01 / 0604o/ 0.00 /
0604u/ 0.01 / 0504o/ 0.00 / 0504u/ 0.01 /
0403o/ 0.00 / 0403u/ 0.01 / 0302o/ 0.00 /
0302u/ 0.02 / 14b14ao/ 0.00 / 14b14au/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.92/ 8.40 5047/ 3.61/ 3.61 4946/ 3.01/ 3.01/
5114b/ 1.80/ 1.80 4440/ 8.00/ 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/ 8.30/ 6.70 2726/ 6.52/ 6.52/
2629/ 6.52/ 6.41 2930/ 6.41/ 5.63 2725/ 5.36/ 4.88/
2524/ 4.88/ 2.87 2422/ 2.61/ 1.91 L575/ 4.71/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.79/ 1.39/
1615/ 1.38/ 1.30 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.52/ 1.30 1502/ 1.30/ 1.10 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.37 1103/ 1.37/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.51/ 2.01 0811/ 1.37/ 1.37/
0804/ 2.01/ 1.73 0201/ 1.10/ 0.95 50b50/ 5.70/ 5.70/
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.61/ 1.91/
5352o/ 6.11/ 6.11 5352u/ 7.41/ 6.11 5238o/ 5.01/ 5.01/
5238u/ 6.11/ 5.01 3851o/ 3.82/ 3.82 3851u/ 5.01/ 3.82/
5148u/ 3.82/ 3.61 5049u/ 5.70/ 5.00 4948u/ 4.00/ 3.61/
4845o/ 2.52/ 2.52 4845u/ 3.61/ 2.52 4746o/ 3.01/ 3.01/
4746u/ 3.61/ 3.01 4645o/ 2.52/ 2.52 4645u/ 3.01/ 2.52/
4140o/ 5.61/ 5.61 4140u/ 6.60/ 5.61 4038o/ 5.01/ 5.01/
4038u/ 5.61/ 5.01 3938o/ 5.01/ 5.01 3938u/ 6.00/ 5.01/
3836o/ 4.48/ 4.48 3836u/ 5.01/ 4.48 3635o/ 4.01/ 4.01/
3635u/ 4.48/ 4.01 3533u/ 4.01/ 2.61 2217o/ 1.79/ 1.79/
2217u/ 1.91/ 1.79 2019o/ 4.52/ 4.52 2019u/ 6.02/ 4.52/
1918o/ 1.93/ 1.93 1918u/ 4.52/ 1.93 1817o/ 1.79/ 1.79/
1817u/ 1.93/ 1.79 1009o/ 2.51/ 2.51 1009u/ 3.60/ 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/ 1.10/ 1.10 0403u/ 1.73/ 1.10 0302o/ 1.10/ 1.10/
0302u/ 1.10/ 1.10 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........ 3045
Total number of time steps during simulation.... 2668
Ratio of actual # of time steps / NTCYC......... 1.853
Average number of iterations per time step...... 1.141
Average time step size(seconds)................ 2.699
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 3.893
Average minimum implicit time step (sec)........ 1.619
Average minimum junction time step (sec)........ 1.619
Average Courant Factor Tf....................... 1.619
Number of times omega reduced................... 101
*=========================================================*
| 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 1.27 3394 0 7 0 0 0
N53 0 1.59 4229 2 20 1 0 0
N52 0 1.78 4742 1 14 1 0 0
N38 0 2.31 6160 0 11 2 0 0
N51B 0 1.37 3650 0 11 1 0 0
N48 0 1.32 3509 1 12 1 0 0
N50B 0 1.11 2963 0 13 2 0 0
N49B 0 1.29 3450 1 8 0 0 0
N47 0 1.43 3802 0 10 1 0 0
N46 0 1.75 4674 2 7 0 0 0
N45 0 1.95 5199 0 7 0 0 0
N43 0 1.28 3407 0 5 0 0 0
N42 0 1.41 3767 9 7 0 0 0
N41 0 1.77 4711 2 22 2 0 0
N44 0 1.41 3760 2 16 7 0 0
N40 0 1.90 5082 0 11 7 0 0
N39 0 1.18 3160 1 18 1 0 0
N37 0 1.30 3459 0 6 0 0 0
N36 0 2.25 5990 2 25 3 1 0
N35 0 1.99 5322 3 13 4 0 0
N34 0 1.73 4612 0 7 0 0 0
N33 0 1.37 3648 0 7 0 0 0
N31 0 1.37 3655 0 10 1 0 0
N30 0 2.13 5674 3 18 4 0 0
N29 0 1.93 5150 0 7 0 0 0
N28 0 1.36 3633 3 8 0 0 0
N27 0 2.03 5410 1 16 2 0 0
N26 0 1.71 4551 0 6 0 0 0
N25 0 1.43 3808 0 9 0 0 0
N24 0 1.53 4079 0 9 0 0 0
N23 0 1.53 4082 0 7 0 0 0
N22 0 2.62 6980 23 17 5 0 0
N21 0 2.05 5474 0 19 1 0 0
N20 0 1.72 4589 1 11 1 0 0
N19 0 2.13 5674 0 29 2 1 0
N18 0 2.25 6008 3 12 2 0 0
N17 0 3.09 8234 6 19 1 0 0
N16 0 1.90 5069 1 12 2 0 0
N15 0 1.64 4387 0 7 0 0 0
N14B 0 2.33 6209 0 18 2 0 0
N14A 0 2.31 6168 5 15 5 0 0
N13 0 2.21 5898 0 7 0 0 0
N12 0 2.19 5847 0 7 0 0 0
N11 0 2.39 6368 0 23 1 0 0
N10 0 1.42 3798 0 13 1 0 0
N9 0 1.74 4629 0 5 0 0 0
N8 0 1.77 4716 0 6 0 0 0
N7 0 1.44 3850 1 18 1 0 0
N6 0 1.95 5190 5 19 1 0 0
N5 0 1.43 3816 1 24 1 0 0
N4 0 2.36 6298 0 10 1 0 0
N3 0 2.90 7748 2 7 0 0 0
N2 0 2.61 6952 1 6 0 0 0
N1 0 2.11 5633 19 20 9 0 0
N50 0 1.07 2844 0 4 0 0 0
N49 0 1.29 3454 0 5 0 0 0
N51 0 1.35 3595 0 6 0 0 0
Total number of iterations for all junctions.. 272160
Minimum number of possible iterations......... 152076
Efficiency of the simulation.................. 1.79
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 9.0839 0 15 0.0000 0.9161 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.5302 0 15 0.0000 1.4698 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.2456 0 15 0.0000 2.7544 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.1686 0 15 0.0000 3.8314 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0238 0 15 0.0000 4.9762 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6105 0 15 0.0000 5.3895 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.9106 0 15 0.0000 4.0894 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2215 0 15 0.0000 4.7785 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6582 0 15 0.0000 5.3418 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0830 0 16 0.0000 5.9170 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6247 0 15 0.0000 6.3753 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2867 0 15 0.0000 0.7133 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.4162 0 15 0.0000 1.5838 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 7.6808 0 15 0.0000 2.3192 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.1002 0 13 0.0000 1.8998 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.7105 0 14 0.0000 3.2895 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0314 0 15 0.0000 2.9686 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0759 0 15 0.0000 2.9241 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.9700 5.8705 0 15 0.0000 4.1295 1.0000 0.0000 0.0000 0.0000
N35 10.0000 6.4000 5.3211 0 15 0.0000 4.6789 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.8000 4.6780 0 17 0.0000 5.3220 1.0000 0.0000 0.0000 0.0000
N33 10.0000 3.0500 4.6506 0 16 1.6006 5.3494 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5280 0 15 0.0000 2.4720 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8812 0 15 0.0000 4.1188 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5679 0 15 0.0000 3.4321 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3902 0 15 0.0000 1.6098 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7531 0 15 0.0000 3.2469 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7558 0 15 0.0000 3.2442 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7424 0 15 0.4974 4.2576 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.2398 0 16 0.9298 5.7602 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8337 0 15 0.0000 5.1663 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.6981 0 17 0.0000 6.3019 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.2556 0 17 0.0000 6.7444 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0407 0 15 0.0000 2.9593 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.1063 0 15 0.0000 3.8937 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2758 0 17 0.0000 6.7242 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.2556 0 17 0.0000 6.7444 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.2607 0 17 0.8607 6.7393 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.5515 0 20 0.5165 7.4485 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1338 0 17 0.0000 6.8662 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.9582 0 18 0.0000 7.0418 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.7387 0 18 0.0000 7.2613 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.6156 0 19 0.0000 7.3844 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.4025 0 20 0.0000 7.5975 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6262 0 15 0.0000 5.3738 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5342 0 15 0.0000 6.4658 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0574 0 15 0.0000 6.9426 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0418 0 15 0.0000 4.9582 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5830 0 15 0.0000 5.4170 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3347 0 15 0.0000 5.6653 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8889 0 15 0.0000 7.1111 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0648 0 21 0.0000 7.9352 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 2.0299 0 20 0.0000 7.9701 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.9117 0 22 0.0000 8.0883 1.0000 0.0000 0.0000 0.0000
N50 10.0000 6.1000 5.7136 0 15 0.0000 4.2864 1.0000 0.0000 0.0000 0.0000
N49 10.0000 5.4000 5.0286 0 15 0.0000 4.9714 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8274 0 15 0.0000 5.1726 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 0.1656 0 15 0.5336 0 15 0.1616 9.0839 8.5302 .4598 .3255
5047 2.8812 1.4600 200.0000 0.0332 0 15 0.2015 0 10 0.0115 5.7136 4.6582 .0680 .2908
4946 2.8075 1.4227 200.0000 0.1112 0 15 0.3548 0 8 0.0396 5.0286 4.0830 .1429 .4149
5114b 3.5733 1.8108 200.0000 0.1323 0 15 0.4298 0 8 0.0370 4.8274 3.1338 .1372 .6688
4440 10.0429 4.8092 400.0000 1.1040 0 14 1.1772 0 4 0.1099 8.1002 6.7105 .2504 1.776 *
4342 9.2249 4.4176 400.0000 0.1654 0 15 0.9705 0 15 0.0179 9.2867 8.4162 .2168 .2905
4241 8.1356 3.8959 400.0000 0.3185 0 15 1.4236 0 15 0.0391 8.4162 7.7158 .2905 .2894
3736 14.9983 3.6090 400.0000 0.1753 0 15 0.7284 0 5 0.0117 7.0759 5.8705 .1898 .8762
3534 24.3602 2.4544 500.0000 2.3414 0 16 0.7489 0 12 0.0961 5.3211 4.6780 .2421 .7559
3422 2.2724 0.5750 400.0000 2.1680 0 17 0.7723 0 17 0.9541 4.6780 4.3706 .9449 .4265
3130 13.5508 2.2744 300.0000 0.2632 0 15 0.4125 0 7 0.0194 7.5280 5.8812 .0932 .6041
3024 0.4621 2.9058 450.0000 0.4456 0 33 2.8801 0 35 0.9643 5.8812 4.2398 3.736 3.066
3036 6.7857 1.4251 400.0000 1.1483 0 15 0.4009 0 15 0.1692 5.8812 5.8705 .6531 .8762
2827 15.5945 3.7524 400.0000 0.3029 0 15 1.1195 0 15 0.0194 8.3902 6.7896 .2256 .2240
2726 18.5574 3.1124 300.0000 0.6439 0 15 0.2527 0 6 0.0347 6.7531 6.7558 .1769 .8527
2629 2.4524 0.5150 400.0000 0.6308 0 15 0.4129 0 15 0.2572 6.7558 6.5679 .6395 .4197
2930 11.6053 2.4373 400.0000 1.0984 0 15 0.9940 0 8 0.0946 6.5679 5.8812 .4197 .6531
2725 0.2218 2.0080 375.0000 0.2603 0 4 2.4151 0 4 1.1736 6.7531 5.7424 3.741 2.326
2524 0.2779 2.5163 375.0000 0.2530 0 4 2.4192 0 4 0.9104 5.7424 4.2398 2.326 3.679
2422 0.8401 2.9711 600.0000 0.5994 0 32 2.1118 0 32 0.7135 4.2397 3.6981 2.749 3.063
L575 4.4056 1.1111 300.0000 0.4772 0 15 0.5162 0 8 0.1083 4.8337 3.6981 .4457 .9936
2117 10.3655 2.0976 500.0000 0.2412 0 12 0.4655 0 7 0.0233 3.2556 3.2556 .5112 .6112
1714B 8.1188 0.9553 500.0000 3.0010 0 17 0.7491 0 18 0.3696 3.2556 3.1338 .7112 .5675
1716 3.1532 3.6415 1050.000 2.1038 0 9 2.4228 0 9 0.6672 3.2556 3.2609 1.433 1.819
1615 0.7725 1.7486 750.0000 1.2402 0 10 2.7903 0 10 1.6055 3.2607 2.5513 2.560 1.788
1614A 0.7872 1.7819 750.0000 0.8685 0 9 1.9579 0 9 1.1032 3.2607 2.9582 2.147 1.810
4514B 28.0567 3.5017 450.0000 0.5491 0 15 0.8605 0 7 0.0196 3.6247 3.1338 .2770 .6306
4515 0.1942 2.7467 300.0000 0.1709 0 3 2.3964 0 3 0.8804 3.6247 2.5513 3.748 4.471
1502 0.6052 1.1322 825.0000 1.3901 0 9 2.7798 0 9 2.2969 2.5515 2.0299 1.626 1.187
14A13 16.6072 0.8411 1700.000 -4.1949 0 18 -0.6506 0 17 -0.2526 2.9582 2.7387 .6460 .6698
1312 15.7543 0.6101 1400.000 4.1787 0 18 0.5780 0 16 0.2652 2.7387 2.6156 .6277 .6683
1211 22.0747 0.6694 1700.000 4.0281 0 19 0.3968 0 18 0.1825 2.6156 2.4024 .5503 .6250
1103 34.9730 0.7240 2000.000 4.2931 0 20 0.4456 0 20 0.1228 2.4025 2.0648 .5312 .4824
0912 7.4604 1.8954 400.0000 0.1288 0 15 0.0659 0 15 0.0173 3.5342 2.6156 .0854 1.538 *
0908 0.1628 1.4741 375.0000 0.1333 0 7 1.1942 0 7 0.8189 3.5342 3.0574 2.757 2.819
0811 6.0914 1.5476 400.0000 0.2493 0 15 0.3992 0 10 0.0409 3.0574 2.4025 .1436 1.006 *
0804 0.2208 1.3886 450.0000 0.2377 0 6 1.4851 0 6 1.0764 3.0574 2.8889 2.349 2.641
0201 142.3584 2.9703 2000.000 6.6769 0 20 1.3663 0 33 0.0469 2.0299 1.9117 .4899 .4908
50b50 13.6470 6.9913 400.0000 0.0344 0 15 0.6197 0 12 0.0025 5.9106 5.7136 .0264 .0340
49b40 13.6470 6.9913 400.0000 0.1119 0 15 0.9454 0 13 0.0082 5.2215 5.0286 .0536 .0714
51b50 13.6470 6.9913 400.0000 0.1331 0 15 1.0887 0 15 0.0098 5.0238 4.8274 .0596 .0686
L610 0.3758 2.3626 450.0000 0.3568 0 37 2.2122 0 37 0.9494 4.6506 3.6981 4.557 4.084
5352o 1.1925 2.1371 300.0000 0.3190 0 15 1.2730 0 15 0.2675 8.5302 7.2456 .4340 .4853
5352u 0.0273 1.5423 150.0000 0.0357 0 3 1.9575 0 4 1.3089 8.5302 7.2456 7.534 7.637
5238o 1.6591 2.2063 400.0000 0.3408 0 15 1.2090 0 13 0.2054 7.2456 6.1686 .3640 .4214
5238u 0.0735 1.8497 225.0000 0.0730 0 4 1.8331 0 2 0.9925 7.2456 6.1686 5.091 5.193
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1686 5.0238 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0665 0 34 1.6406 0 34 1.0029 6.1686 5.0238 5.193 5.439
5148u 0.0407 1.0234 225.0000 0.0729 0 3 1.8156 0 37 1.7924 5.0238 4.6105 5.439 4.491
5049u 0.0573 1.4423 225.0000 0.0540 0 7 1.4009 0 16 0.9416 5.9106 5.2215 .9359 .9843
4948u 0.0590 1.4830 225.0000 0.0697 0 6 1.7113 0 6 1.1828 5.2215 4.6105 5.428 4.491
4845o 2.5500 1.2922 200.0000 0.0191 0 15 0.0330 0 22 0.0075 4.6105 3.6247 .0525 .6234
4845u 0.1309 1.8523 300.0000 0.1188 0 3 1.6616 0 3 0.9076 4.6105 3.6247 3.368 3.748
4746o 17.3588 2.8540 400.0000 0.0850 0 15 0.5147 0 15 0.0049 4.6582 4.0830 .1454 .2074
4746u 0.1498 2.1194 300.0000 0.0996 0 15 1.3861 0 15 0.6647 4.6582 4.0830 3.527 3.609
4645o 15.8729 2.3953 400.0000 0.1721 0 16 0.4686 0 16 0.0108 4.0830 3.6247 .2074 .3117
4645u 0.1105 1.5637 300.0000 0.0974 0 16 1.3550 0 16 0.8813 4.0830 3.6247 3.609 3.748
4140o 7.7278 3.7006 400.0000 0.1140 0 15 0.9614 0 12 0.0148 7.6808 6.7105 .2020 .2763
4140u 0.3099 2.8063 375.0000 0.2247 0 8 2.0157 0 8 0.7249 7.6808 6.7105 2.882 2.961
4038o 9.0986 2.1894 400.0000 0.3029 0 14 0.5112 0 14 0.0333 6.7105 6.1686 .2763 .4214
4038u 0.2678 1.6839 450.0000 0.2366 0 14 1.5365 0 3 0.8833 6.7105 6.1686 2.467 2.596
3938o 6.1031 3.1250 400.0000 0.0942 0 15 0.4041 0 6 0.0154 7.0314 6.1686 .0785 .4214
3938u 0.0261 1.4762 150.0000 0.0295 0 3 1.6341 0 3 1.1327 7.0314 6.1686 6.876 7.790
3836o 9.9729 2.0945 400.0000 0.9116 0 15 0.4136 0 15 0.0914 6.1686 5.8705 .4214 .8762
3836u 0.3282 2.0635 450.0000 0.2562 0 5 1.8674 0 39 0.7808 6.1686 5.8705 2.596 3.112
3635o 350.7969 7.2605 1200.000 2.3611 0 15 0.8641 0 15 0.0067 5.8705 5.3211 .0837 .1009
3635u 0.6696 4.2102 450.0000 0.3519 0 37 2.2178 0 4 0.5255 5.8705 5.3211 3.112 2.935
3533u 0.5928 3.7276 450.0000 0.3535 0 37 2.5778 0 3 0.5963 5.3211 4.6506 2.935 4.557
2217o 14.0423 2.7133 500.0000 2.5209 0 17 1.1561 0 16 0.1795 3.6981 3.2556 .5962 .6112
2217u 0.6241 1.4127 750.0000 1.2817 0 31 2.8338 0 32 2.0536 3.6981 3.2556 2.450 2.007
2019o 11.6942 3.9474 300.0000 0.4286 0 15 0.7548 0 10 0.0367 7.0407 6.1063 .1356 .3542
2019u 0.6375 4.0085 450.0000 0.4263 0 22 2.6664 0 22 0.6686 7.0407 6.1063 2.312 3.569
1918o 18.5045 3.0423 400.0000 0.4241 0 15 0.3064 0 15 0.0229 6.1062 3.2758 .2656 .6896
1918u 0.9440 3.3387 600.0000 0.8518 0 14 2.9848 0 14 0.9024 6.1062 3.2758 2.677 2.293
1817o 9.1593 1.0777 500.0000 1.2004 0 15 0.5710 0 11 0.1311 3.2758 3.2556 .5517 .6112
1817u 0.5070 1.7932 600.0000 0.5140 0 6 1.8095 0 6 1.0139 3.2758 3.2556 2.293 2.509
1009o 8.3091 2.9816 300.0000 0.0854 0 15 0.5012 0 15 0.0103 4.6262 3.5342 .0874 .1139
1009u 0.2415 2.1864 375.0000 0.1842 0 12 1.6497 0 12 0.7629 4.6262 3.5342 2.736 2.757
0706o 7.2322 2.5922 300.0000 0.1589 0 15 0.4017 0 13 0.0220 5.0418 4.5830 .1393 .2768
0706u 0.1248 1.7661 300.0000 0.0881 0 6 1.2341 0 3 0.7058 5.0418 4.5830 3.472 3.610
0604o 9.6606 3.5626 300.0000 0.7067 0 15 1.1876 0 13 0.0732 4.5830 2.8889 .2768 .2962
0604u 0.3116 2.8210 375.0000 0.3050 0 26 2.7408 0 26 0.9788 4.5830 2.8889 2.888 3.170
0504o 8.6316 3.1291 300.0000 0.1370 0 15 0.5025 0 9 0.0159 4.3347 2.8889 .1155 .2962
0504u 0.1541 2.1802 300.0000 0.1354 0 6 1.8908 0 6 0.8787 4.3347 2.8889 3.448 3.962
0403o 9.0589 2.2976 400.0000 0.7174 0 15 0.8540 0 15 0.0792 2.8889 2.0817 .2221 .2041
0403u 1.9283 4.3647 750.0000 1.1862 0 9 2.8537 0 8 0.6152 2.8889 2.0648 1.585 1.286
0302o 2.9365 0.3243 300.0000 3.7185 0 21 0.6604 0 25 1.2663 2.0648 2.0299 .8161 .7329
0302u 3.2556 3.6173 600.0000 0.7598 0 30 0.8430 0 30 0.2334 2.0648 2.0299 1.608 1.633
14b14ao 75.9084 3.3944 500.0000 3.4813 0 17 0.3807 0 9 0.0459 3.1338 2.9582 .2875 .9164
14b14au 0.1270 1.7965 300.0000 0.1203 0 31 1.6746 0 31 0.9470 3.1338 2.9582 4.445 4.527
FREE # 1 Undefnd Undefnd Undefn 6.7060 0 22
*==================================================*
| 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 6.7778 0.0000 113.0556 0.1021 0.3105 0.0838
5047 83.6806 11.0000 0.0000 25.3194 0.0333 0.3297 0.0036
4946 76.4375 15.9444 0.0000 27.6181 0.0516 0.5132 0.0119
5114b 72.2083 22.3806 0.0000 25.4111 0.0698 0.7006 0.0143
4440 0.1667 32.1389 0.0000 87.6944 0.1455 1.0318 0.4321
4342 0.1667 119.8333 0.0000 0.0000 0.0496 0.1704 0.0985
4241 0.1667 0.0000 0.0000 119.8333 0.0580 0.2241 0.1649
3736 0.1667 33.7083 0.0000 86.1250 0.1216 1.6419 0.0372
3534 97.4722 20.7778 0.0000 1.7500 0.2279 4.6522 0.1243
3422 10.0278 0.0000 0.0000 109.9722 0.2686 2.8078 0.2118
3130 0.1667 28.5556 0.0000 91.2778 0.0954 1.9188 0.0143
3024 0.1667 32.1000 0.0000 87.7333 0.1352 0.1639 3.4471
3036 87.9167 30.0556 2.0278 0.0000 0.1571 2.8678 0.1225
2827 0.1667 0.0000 0.0000 119.8333 0.0443 0.2707 0.1006
2726 98.2056 21.7944 0.0000 0.0000 0.1411 2.8567 0.0346
2629 0.2500 119.7500 0.0000 0.0000 0.1111 1.5290 0.0874
2930 0.2500 27.3889 0.0000 92.3611 0.1083 1.4550 0.1620
2725 0.1667 119.8333 0.0000 0.0000 0.1133 0.1139 2.1741
2524 0.1667 32.2111 0.0000 87.6222 0.1121 0.1141 2.1447
2422 1.0000 119.0000 0.0000 0.0000 0.1679 0.2908 3.5088
L575 0.1667 25.1250 0.0000 94.7083 0.1205 2.1469 0.0650
2117 1.3889 22.8611 0.0000 95.7500 0.2641 2.7382 0.0250
1714B 93.4722 23.7500 2.7778 0.0000 0.1689 4.0108 0.2392
1716 0.1667 98.5417 0.0000 21.2917 0.2938 0.8902 3.7312
1615 0.1667 119.8333 0.0000 0.0000 0.2276 0.4562 4.3248
1614A 2.6458 39.6042 77.7500 0.0000 0.2280 0.4618 2.4027
4514B 92.7778 24.2389 0.0000 2.9833 0.1045 1.9389 0.0666
4515 0.1667 119.8333 0.0000 0.0000 0.0845 0.0729 2.4066
1502 0.1667 119.8333 0.0000 0.0000 0.2363 0.5473 2.7678
14A13 3.2917 116.7083 0.0000 0.0000 0.3796 6.4561 0.7266
1312 3.3125 116.6875 0.0000 0.0000 0.3183 7.7608 0.5007
1211 3.4667 116.5333 0.0000 0.0000 0.4941 10.2368 0.3935
1103 0.1667 119.8333 0.0000 0.0000 0.3480 9.6427 0.4513
0912 106.1806 13.8194 0.0000 0.0000 0.1857 1.9554 0.0163
0908 0.1667 119.8333 0.0000 0.0000 0.1049 0.1136 1.2369
0811 102.6875 13.3472 0.0000 3.9653 0.1849 1.9477 0.0271
0804 0.1667 119.8333 0.0000 0.0000 0.1292 0.1644 1.3377
0201 0.1667 119.8333 0.0000 0.0000 0.3533 8.1086 0.8706
50b50 109.9722 10.0278 0.0000 0.0000 0.0119 0.0573 0.0073
49b40 102.5486 17.4514 0.0000 0.0000 0.0244 0.1185 0.0236
51b50 94.6806 25.3194 0.0000 0.0000 0.0252 0.1223 0.0279
L610 0.1667 119.8333 0.0000 0.0000 0.1301 0.1660 3.6578
5352o 89.9583 14.0000 0.0000 16.0417 0.1204 0.2506 0.1755
5352u 0.1667 119.8333 0.0000 0.0000 0.0452 0.0184 1.7274
5238o 94.9514 21.7778 0.0000 3.2708 0.1345 0.2850 0.1874
5238u 0.1667 119.8333 0.0000 0.0000 0.0660 0.0412 2.0074
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 1.8163
5148u 0.1667 119.8333 0.0000 0.0000 0.0654 0.0410 1.5799
5049u 1.8958 21.9653 0.0000 96.1389 0.0669 0.0391 0.2964
4948u 0.2500 119.7500 0.0000 0.0000 0.0682 0.0410 1.9084
4845o 96.5833 23.3000 0.0000 0.1167 0.0606 0.6088 0.0021
4845u 0.1667 119.8333 0.0000 0.0000 0.0886 0.0729 1.5438
4746o 108.9444 11.0556 0.0000 0.0000 0.0339 0.1685 0.0357
4746u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0728 1.4819
4645o 103.5556 16.4444 0.0000 0.0000 0.0514 0.3676 0.0486
4645u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.4955
4140o 110.8889 5.2222 0.0000 3.8889 0.0460 0.1493 0.0728
4140u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1140 1.9969
4038o 104.9444 15.0556 0.0000 0.0000 0.0693 0.6189 0.0692
4038u 0.1667 119.8333 0.0000 0.0000 0.1316 0.1638 1.6730
3938o 96.6042 21.3500 0.0000 2.0458 0.0879 0.4473 0.0209
3938u 0.2500 119.7500 0.0000 0.0000 0.0420 0.0184 1.2991
3836o 91.3472 28.6528 0.0000 0.0000 0.1343 2.2042 0.1073
3836u 0.1667 119.8333 0.0000 0.0000 0.1368 0.1635 1.7722
3635o 96.3889 9.8889 0.0000 13.7222 0.0655 2.7399 0.0955
3635u 0.1667 119.8333 0.0000 0.0000 0.1367 0.1637 2.2261
3533u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 3.1991
2217o 94.0278 7.4167 0.0000 18.5556 0.1440 2.1925 0.3470
2217u 0.1667 119.8333 0.0000 0.0000 0.2119 0.4532 3.4732
2019o 106.2917 10.9722 0.0000 2.7361 0.0687 0.6858 0.0456
2019u 0.1667 119.8333 0.0000 0.0000 0.1352 0.1659 2.6293
1918o 106.8500 13.1500 0.0000 0.0000 0.0821 1.4763 0.0559
1918u 0.1667 119.8333 0.0000 0.0000 0.1679 0.2912 4.4256
1817o 95.0278 18.8056 0.0000 6.1667 0.1412 3.2169 0.1206
1817u 0.1667 119.8333 0.0000 0.0000 0.1824 0.2964 1.9195
1009o 110.5833 9.4167 0.0000 0.0000 0.0263 0.1705 0.0150
1009u 0.1667 119.8333 0.0000 0.0000 0.1086 0.1139 1.6979
0706o 102.2222 17.6806 0.0000 0.0972 0.0487 0.3999 0.0248
0706u 0.1667 119.8333 0.0000 0.0000 0.0904 0.0727 1.2519
0604o 99.0000 5.1111 0.0000 15.8889 0.0662 0.6042 0.1004
0604u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1135 2.7241
0504o 106.7222 10.9722 0.0000 2.3056 0.0473 0.3959 0.0213
0504u 0.1667 119.8333 0.0000 0.0000 0.0840 0.0730 1.8755
0403o 107.7857 2.3889 0.0000 9.8254 0.0842 0.8401 0.0728
0403u 0.1667 119.8333 0.0000 0.0000 0.2205 0.4539 2.5655
0302o 98.7778 14.3056 0.0000 6.9167 0.1383 5.7923 0.1492
0302u 0.1667 119.8333 0.0000 0.0000 0.3112 0.9868 0.6717
14b14ao 96.8056 23.1944 0.0000 0.0000 0.1987 10.7235 0.0978
14b14au 58.1042 61.8958 0.0000 0.0000 0.0839 0.0727 1.8370
*===========================================*
| 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 0.0211 151.5710 0.0008 0.9978 0.3738 0.0370 0.0928 5.8326
5047 0.0018 12.8639 0.0002 0.5236 0.4291 0.0032 0.0318 0.0350
4946 0.0088 63.0874 0.0005 0.6139 0.4633 0.0085 0.0841 0.0350
5114b 0.0147 105.7202 0.0006 0.6421 0.4627 0.0178 0.1773 0.0350
4440 0.0274 197.2090 0.0114 0.9978 0.7662 0.0614 0.4078 2.3331
4342 0.0205 147.5241 0.0007 0.9978 0.8532 0.0202 0.0462 2.3331
4241 0.0393 283.1943 0.0015 0.9978 1.1387 0.0231 0.0603 2.3331
3736 0.0222 160.0516 0.0008 0.9978 0.5733 0.0447 0.5435 2.5923
3534 0.1665 1198.8963 0.0114 0.3298 0.1387 0.0524 0.8971 0.0450
3422 0.1686 1214.2559 0.0105 0.8332 0.4027 0.0580 0.5917 0.0450
3130 0.0339 244.2152 0.0012 0.9978 0.8483 0.0280 0.5612 4.5365
3024 0.1113 801.4355 0.0022 0.9978 1.1768 0.0749 0.0873 1.6850
3036 0.0682 491.3771 0.0087 0.4783 0.0420 0.0566 0.8673 0.0211
2827 0.0376 270.9411 0.0014 0.9978 1.0678 0.0178 0.0731 2.5923
2726 0.0505 363.4193 0.0039 0.3351 0.1000 0.0594 0.5907 0.0200
2629 0.0579 417.1649 0.0030 0.9978 0.1979 0.0392 0.3223 4.5365
2930 0.1197 861.7811 0.0052 0.9978 0.5952 0.0415 0.3793 2.5923
2725 0.0535 385.4116 0.0011 0.9978 1.0629 0.0601 0.0536 1.6850
2524 0.0529 380.6990 0.0016 0.9966 1.1660 0.0579 0.0539 1.4661
2422 0.1649 1187.0352 0.0036 0.9891 0.5994 0.1050 0.1655 0.0200
L575 0.0590 424.9388 0.0022 0.9978 0.3594 0.0382 0.5197 5.8326
2117 0.0324 233.3378 0.0023 0.9798 0.7738 0.0608 0.6205 0.0200
1714B 0.2413 1737.6021 0.0151 0.3951 0.0987 0.0413 0.8211 0.0218
1716 0.5455 3927.8773 0.0111 0.9978 0.8788 0.1764 0.4598 1.6850
1615 0.3644 2623.9983 0.0076 0.9978 0.6762 0.1457 0.2826 1.6850
1614A 0.1813 1305.5524 0.0056 0.9621 0.2401 0.1200 0.2455 0.0130
4514B 0.0627 451.4628 0.0028 0.4179 0.1407 0.0295 0.4895 0.0219
4515 0.0506 363.9832 0.0011 0.9978 0.7308 0.0621 0.0497 1.6850
1502 0.4148 2986.9180 0.0078 0.9978 0.8393 0.1584 0.3103 1.6850
14A13 -0.5020 -3614.184 0.0197 0.9531 0.0052 0.1878 1.8016 0.1222
1312 0.5030 3621.3513 0.0197 0.9520 0.1030 0.1406 2.0116 0.1164
1211 0.4998 3598.2718 0.0189 0.9490 0.0704 0.1893 3.0025 0.1231
1103 0.5859 4218.7269 0.0209 0.9978 0.1330 0.1867 2.8153 16.2017
0912 0.0074 53.1588 0.0006 0.1998 0.0155 0.0651 0.6806 0.0450
0908 0.0261 188.1670 0.0008 0.9978 0.5799 0.0544 0.0471 1.8146
0811 0.0186 133.7278 0.0012 0.2590 0.0792 0.0453 0.4687 0.0450
0804 0.0385 277.3953 0.0015 0.9978 0.4991 0.0699 0.0743 1.6850
0201 1.2968 9336.7339 0.0421 0.9978 0.4382 0.1941 2.4540 5.1846
50b50 0.0019 13.5271 0.0002 0.1447 0.2804 0.0015 0.0072 0.0100
49b40 0.0093 66.6491 0.0005 0.2669 0.5095 0.0046 0.0214 0.0100
51b50 0.0153 110.3696 0.0006 0.3951 0.8525 0.0068 0.0322 0.0100
L610 0.0998 718.4258 0.0020 0.9978 0.4853 0.0818 0.1000 1.5554
5352o 0.0336 242.2734 0.0015 0.4636 0.4996 0.0299 0.0592 0.0350
5352u 0.0104 75.1392 0.0003 0.9978 1.1518 0.0292 0.0114 1.8146
5238o 0.0314 226.1000 0.0016 0.3827 0.3171 0.0326 0.0659 0.0350
5238u 0.0207 149.1942 0.0004 0.9978 0.9629 0.0398 0.0235 1.6850
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0028 0.0052 0.0350
3851u 0.0207 149.0751 0.0005 0.9978 0.6952 0.0426 0.0257 1.6850
5148u 0.0205 147.2447 0.0006 0.9978 0.7705 0.0437 0.0258 1.8146
5049u 0.0087 62.2834 0.0003 0.9700 1.1650 0.0289 0.0128 0.0140
4948u 0.0150 108.1721 0.0004 0.9978 0.4330 0.0370 0.0219 1.8146
4845o 0.0028 20.1830 0.0001 0.3662 0.0411 0.0172 0.1720 0.0350
4845u 0.0327 235.7203 0.0008 0.9978 0.8266 0.0537 0.0417 1.6850
4746o 0.0026 18.8139 0.0004 0.1525 0.0534 0.0040 0.0154 0.0216
4746u 0.0350 251.8365 0.0006 0.9978 0.8916 0.0431 0.0311 1.6850
4645o 0.0094 68.0176 0.0008 0.2451 0.0710 0.0112 0.0667 0.0214
4645u 0.0373 268.9163 0.0007 0.9978 0.4333 0.0494 0.0390 1.8146
4140o 0.0044 31.5695 0.0006 0.1248 0.1074 0.0052 0.0129 0.0186
4140u 0.0347 250.0887 0.0011 0.9978 0.8300 0.0533 0.0491 1.6850
4038o 0.0137 98.4570 0.0015 0.2223 0.0568 0.0135 0.0935 0.0187
4038u 0.0596 429.2682 0.0016 0.9978 0.5848 0.0715 0.0884 1.6850
3938o 0.0085 61.3809 0.0004 0.3658 0.1502 0.0220 0.1100 0.0250
3938u 0.0057 40.9369 0.0001 0.9978 0.4859 0.0258 0.0104 1.5554
3836o 0.0802 577.7733 0.0044 0.4359 0.0780 0.0430 0.6380 0.0208
3836u 0.0645 464.1809 0.0025 0.9978 0.7245 0.0736 0.0924 1.6850
3635o 0.1706 1228.1334 0.0115 0.3475 0.3465 0.0118 0.3675 0.0350
3635u 0.0893 642.6561 0.0023 0.9978 1.1196 0.0736 0.0925 1.5554
3533u 0.0996 716.8885 0.0019 0.9978 1.1327 0.0732 0.0920 1.5554
2217o 0.2114 1521.9912 0.0121 0.3861 0.2605 0.0327 0.3841 0.0221
2217u 0.3007 2164.8677 0.0082 0.9978 0.7240 0.1354 0.2536 1.6850
2019o 0.0258 185.6688 0.0020 0.1998 0.2255 0.0080 0.0791 0.0200
2019u 0.0765 551.0209 0.0023 0.9978 1.5400 0.0719 0.0649 1.6850
1918o 0.0174 125.0174 0.0021 0.1859 0.0251 0.0178 0.2883 0.0211
1918u 0.1677 1207.1399 0.0039 0.9978 1.0945 0.0967 0.1265 1.6850
1817o 0.1410 1015.2080 0.0058 0.3714 0.1259 0.0335 0.5937 0.0215
1817u 0.0866 623.2452 0.0047 0.9978 0.5541 0.1090 0.1577 1.6850
1009o 0.0034 24.7013 0.0004 0.1338 0.1047 0.0027 0.0166 0.0212
1009u 0.0302 217.3749 0.0009 0.9978 0.9951 0.0501 0.0395 1.8146
0706o 0.0112 80.4126 0.0007 0.2687 0.1483 0.0086 0.0627 0.0212
0706u 0.0193 139.2581 0.0005 0.9978 0.5950 0.0476 0.0330 1.6850
0604o 0.0553 398.2788 0.0034 0.3156 0.4234 0.0123 0.0956 0.0210
0604u 0.0709 510.2108 0.0015 0.9978 1.3249 0.0627 0.0545 1.6850
0504o 0.0080 57.3155 0.0007 0.1904 0.1382 0.0056 0.0411 0.0211
0504u 0.0245 176.6685 0.0008 0.9978 0.6786 0.0476 0.0325 1.6850
0403o 0.0356 256.4199 0.0035 0.1735 0.1491 0.0108 0.1076 0.0450
0403u 0.2259 1626.1883 0.0055 0.9978 1.3321 0.1174 0.2038 1.6850
0302o 0.3544 2551.4062 0.0180 0.3122 0.1521 0.0318 1.0554 0.0269
0302u 0.4956 3568.1445 0.0056 0.9978 0.1861 0.1608 0.5203 0.9073
14b14ao 0.2969 2137.6106 0.0169 0.3452 0.0912 0.0384 1.9093 0.0350
14b14au 0.0234 168.2333 0.0008 0.7084 0.1855 0.0499 0.0420 0.0140
FREE # 1 1.2971 9338.9230
*===============================================================*
| 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 0.1654 0.0000 0.5426 0.1204 0.1623 9.0839 8.5302 Max Flow
5047 0.0331 0.0000 0.0564 0.0102 0.0132 5.7136 4.6571 Max Flow
4946 0.1111 0.0000 0.1414 0.0235 0.0284 5.0286 4.0794 Max Flow
5114b 0.1323 0.0000 0.0910 0.0264 0.0272 4.8274 3.1162 Max Flow
4440 1.1040 0.0000 0.3345 0.2511 0.1867 8.0901 6.7042 Max Flow
4342 0.1654 0.0000 0.4014 0.1146 0.0864 9.2867 8.4162 Max Flow
4241 0.3183 0.0000 0.6993 0.1481 0.1158 8.4162 7.7158 Max Flow
3736 0.1752 0.0000 0.0043 0.0888 0.0756 7.0759 5.8697 Max Flow
3534 2.3414 0.0000 0.1077 0.1123 0.1210 5.3211 4.6639 Max Flow
3422 2.1677 0.0000 0.2789 0.1706 0.3885 4.6778 4.3706 Max Flow
3130 0.2631 0.0000 0.0293 0.0260 0.0276 7.5280 5.8803 Max Flow
3024 0.4456 1.2908 1.1467 0.4282 0.3553 5.7516 3.2889 Max Flow
3036 1.1483 0.0000 0.0181 0.1909 0.2202 5.8809 5.8705 Max Flow
2827 0.3027 0.0000 1.5979 0.1110 0.0896 8.3902 6.7896 Max Flow
2726 0.6389 0.0000 0.0028 0.0473 0.0392 6.7512 6.7553 Max Flow
2629 0.6305 0.0000 0.1756 0.1457 0.2456 6.7558 6.5678 Max Flow
2930 1.0982 0.0000 0.2373 0.1871 0.1677 6.5679 5.8808 Max Flow
2725 0.2602 0.8504 0.6062 0.3505 0.3750 6.7033 5.2179 Max Flow
2524 0.2519 0.4972 1.4378 0.3482 0.2800 5.2292 3.2031 Max Flow
2422 0.5994 0.2452 0.3685 0.5027 0.3749 3.5440 2.9323 Max Flow
L575 0.4771 0.0000 0.1287 0.1134 0.1336 4.8337 3.6689 Max Flow
2117 0.2400 0.0000 0.0016 0.0393 0.0501 3.1212 3.1205 Max Flow
1714B 3.0003 0.0000 0.1038 0.2671 0.3681 3.2555 3.1337 Max Flow
1716 2.1030 -0.1907 0.1769 0.8244 0.6272 3.0716 3.0862 Max Flow
1615 1.2402 0.4438 0.3310 0.6694 0.7500 3.0975 2.3203 Max Flow
1614A 0.8683 0.4368 0.0603 0.5769 0.7500 3.0803 2.5821 Max Flow
4514B 0.5489 0.0000 0.0282 0.1493 0.1246 3.6247 3.1243 Max Flow
4515 0.1701 0.6247 0.9717 0.2946 0.2178 3.3735 1.7928 Max Flow
1502 1.3901 -0.2152 0.8325 0.7036 0.8250 2.3131 1.7278 Max Flow
14A13 0.0163 0.0000 0.0083 0.0717 0.1362 1.9988 1.9899 Max Flow
1312 4.1782 0.0000 0.1383 0.5724 0.8660 2.7386 2.6046 Max Flow
1211 4.0280 0.0000 0.2219 0.5368 0.9068 2.6155 2.3974 Max Flow
1103 4.2929 0.0000 0.3271 0.5704 1.0682 2.4024 2.0648 Max Flow
0912 0.1288 0.0000 0.0046 0.0254 0.0339 3.5342 2.4392 Max Flow
0908 0.1333 0.1583 0.3282 0.2693 0.2582 3.5089 3.0226 Max Flow
0811 0.2491 0.0000 0.0463 0.0400 0.0570 3.0574 2.2540 Max Flow
0804 0.2377 0.1966 0.3431 0.3432 0.4500 3.0149 2.4713 Max Flow
0201 6.6496 0.0000 0.1203 0.7843 0.9795 2.0299 1.9095 Max Flow
50b50 0.0344 0.0000 0.1336 0.0171 0.0080 5.9106 5.7136 Max Flow
49b40 0.1119 0.0000 0.1260 0.0377 0.0206 5.2215 5.0286 Max Flow
51b50 0.1331 0.0000 0.1606 0.0424 0.0229 5.0238 4.8274 Max Flow
L610 0.3566 0.6743 0.6395 0.4056 0.3500 3.7101 2.4018 Max Flow
5352o 0.3188 0.0000 1.1008 0.1465 0.1301 8.5301 7.2456 Max Flow
5352u 0.0353 0.0721 2.0934 1.0227 0.1500 8.4227 6.2935 Max Flow
5238o 0.3407 0.0000 0.8908 0.1530 0.1455 7.2456 6.1678 Max Flow
5238u 0.0724 0.1482 1.0234 0.2102 0.1814 7.1169 5.8845 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0665 0.2162 1.1591 0.2063 0.1851 6.0012 4.6228 Max Flow
5148u 0.0724 0.2142 0.6186 0.2102 0.2250 4.7304 3.8928 Max Flow
5049u 0.0540 0.1476 0.5434 0.1919 0.1737 5.9070 5.2173 Max Flow
4948u 0.0697 0.0776 0.5320 0.2086 0.2250 5.2213 4.6102 Max Flow
4845o 0.0191 0.0000 0.0030 0.0070 0.0101 4.6105 3.6247 Max Flow
4845u 0.1181 0.4723 0.8728 0.2624 0.2231 4.5911 3.2804 Max Flow
4746o 0.0850 0.0000 0.2374 0.0659 0.0577 4.6582 4.0816 Max Flow
4746u 0.0996 0.3212 0.2566 0.2445 0.1788 4.6571 4.0796 Max Flow
4645o 0.1720 0.0000 0.1513 0.0872 0.0828 4.0830 3.6246 Max Flow
4645u 0.0974 0.0831 0.3754 0.2422 0.2188 4.0829 3.6245 Max Flow
4140o 0.1140 0.0000 0.4411 0.0989 0.0807 7.6808 6.7088 Max Flow
4140u 0.2246 0.6806 0.5155 0.3373 0.2368 7.6081 6.4109 Max Flow
4038o 0.3007 0.0000 0.2013 0.1107 0.1099 6.7100 6.1617 Max Flow
4038u 0.2364 0.0915 0.4586 0.3423 0.3287 6.7100 6.1617 Max Flow
3938o 0.0942 0.0000 0.0287 0.0338 0.0313 7.0314 6.1668 Max Flow
3938u 0.0294 0.4471 1.2168 0.1437 0.1500 6.9952 5.2954 Max Flow
3836o 0.9112 0.0000 0.0485 0.1724 0.1684 6.1685 5.8705 Max Flow
3836u 0.2562 0.0972 0.3174 0.3555 0.2992 6.0175 5.6039 Max Flow
3635o 2.3605 0.1039 0.3445 0.1111 0.0996 5.8705 5.3210 Max Flow
3635u 0.3517 0.9007 0.1280 0.4038 0.2317 5.6353 4.6035 Max Flow
3533u 0.3534 0.4322 0.4923 0.4044 0.2503 4.6132 3.6911 Max Flow
2217o 2.5208 0.0000 0.4208 0.2970 0.2980 3.6981 3.2547 Max Flow
2217u 1.2810 0.4158 0.4426 0.6763 0.7500 3.4296 2.5780 Max Flow
2019o 0.4280 0.0000 0.1687 0.0578 0.0404 7.0407 6.1048 Max Flow
2019u 0.4253 1.2191 0.6607 0.4238 0.2689 7.0030 5.1059 Max Flow
1918o 0.4238 0.0000 0.1294 0.1245 0.1059 6.1062 3.2606 Max Flow
1918u 0.8518 0.7701 2.0779 0.5621 0.4463 6.0971 3.2471 Max Flow
1817o 1.1993 0.0000 0.0353 0.1954 0.2589 3.2640 3.2330 Max Flow
1817u 0.5062 0.1338 0.1482 0.4655 0.4915 3.0108 2.6765 Max Flow
1009o 0.0853 0.0000 0.7178 0.0291 0.0260 4.6262 3.5339 Max Flow
1009u 0.1842 0.4683 0.6262 0.3135 0.2453 4.6218 3.5273 Max Flow
0706o 0.1588 0.0000 0.1312 0.0433 0.0415 5.0418 4.5830 Max Flow
0706u 0.0881 0.2591 0.2416 0.2311 0.1861 5.0133 4.5127 Max Flow
0604o 0.7059 0.0000 1.5177 0.1052 0.0829 4.5830 2.8887 Max Flow
0604u 0.3044 0.5118 1.6924 1.0072 0.2998 4.5072 2.2960 Max Flow
0504o 0.1368 0.0000 0.2187 0.0394 0.0345 4.3346 2.8882 Max Flow
0504u 0.1354 0.5956 1.2027 0.2744 0.2182 4.3119 2.5129 Max Flow
0403o 0.7174 0.0000 0.8000 0.0817 0.0854 2.8889 2.0817 Max Flow
0403u 1.1862 0.8097 0.2187 0.6602 0.4254 2.8176 1.7367 Max Flow
0302o 3.7180 0.0000 0.0290 0.1600 0.2944 2.0648 2.0297 Max Flow
0302u 0.7594 0.0645 0.0027 0.2967 0.1787 1.8892 1.8219 Max Flow
14b14ao 3.4813 0.0000 0.0113 0.1589 0.1435 3.1338 2.9558 Max Flow
14b14au 0.1202 0.3046 0.1735 0.2642 0.2327 2.9754 2.4948 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 9.1667 110.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 11.6667 24.6667 83.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4946 12.6667 30.8333 76.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 10.6667 37.1667 72.1667 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 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.1667 1.0000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 1.3333 21.1667 97.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 16.8333 93.1667 10.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 13.1667 106.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 111.3333 0.0000 0.0000 0.0000 7.5000 0.0000 None
3036 0.0000 32.0000 88.0000 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 111.0000 4.1667 0.0000 0.0000 4.8333 0.0000 None
2629 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 0.6667 65.0000 54.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.8333 0.3333 96.0000 12.5000 0.5000 3.6667 6.1667 0.0000 None
2524 0.3333 0.6667 119.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 0.3333 86.6667 0.3333 0.0000 26.3333 6.3333 0.0000 None
L575 11.3333 108.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 22.3333 96.3333 1.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 26.5000 93.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.5000 0.6667 79.6667 5.8333 0.0000 25.0000 8.3333 0.0000 None
1615 0.5000 35.5000 2.6667 0.0000 32.5000 0.0000 48.8333 0.0000 None
1614A 0.1667 78.1667 0.0000 13.0000 27.0000 1.3333 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 0.3333 109.6667 0.0000 0.0000 0.0000 9.3333 0.0000 None
1502 94.6667 9.6667 0.1667 0.0000 15.5000 0.0000 0.0000 0.0000 None
14A13 0.0000 116.8333 3.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 2.0000 114.6667 3.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 116.5000 3.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.5000 119.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 7.8333 106.1667 0.0000 6.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 97.6667 2.0000 0.0000 17.5000 1.6667 0.0000 None
0811 3.0000 12.8333 102.6667 0.0000 1.5000 0.0000 0.0000 0.0000 None
0804 0.0000 64.8333 27.3333 0.0000 14.1667 8.1667 5.5000 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 86.0000 0.0000 0.0000 26.8333 6.0000 0.0000 None
5352o 0.3333 4.8333 114.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.1667 1.0000 117.8333 0.0000 0.5000 0.0000 0.5000 0.0000 None
5238o 2.1667 9.0000 108.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.1667 1.0000 103.1667 0.0000 0.0000 0.0000 15.6667 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 93.5000 0.0000 0.0000 0.0000 25.3333 0.0000 None
5148u 2.1667 0.3333 79.6667 0.0000 31.5000 0.0000 6.3333 0.0000 None
5049u 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4948u 1.1667 0.0000 89.5000 2.3333 22.3333 3.8333 0.8333 0.0000 None
4845o 0.0000 23.5000 96.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 1.1667 107.1667 0.0000 0.0000 0.0000 11.6667 0.0000 None
4746o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.6667 0.5000 95.6667 0.6667 0.0000 17.0000 5.5000 0.0000 None
4645o 0.0000 4.3333 115.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 86.8333 2.6667 0.0000 28.5000 0.8333 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 103.8333 0.0000 0.0000 0.0000 15.0000 0.0000 None
4038o 0.0000 11.8333 108.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038u 0.0000 1.1667 85.5000 6.0000 0.0000 24.0000 3.3333 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 89.3333 3.0000 0.8333 4.1667 21.5000 0.0000 None
3836o 0.0000 10.0000 110.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 83.6667 0.3333 0.0000 34.1667 0.6667 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 84.6667 0.8333 0.0000 26.5000 7.0000 0.0000 None
3533u 0.5000 0.1667 89.6667 1.5000 0.0000 24.3333 3.8333 0.0000 None
2217o 3.6667 8.6667 107.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 68.1667 24.8333 0.1667 0.0000 26.3333 0.0000 0.5000 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 105.8333 0.0000 0.0000 0.0000 13.1667 0.0000 None
1918o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.1667 1.0000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 3.3333 21.6667 95.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.1667 1.0000 74.1667 4.6667 0.6667 25.6667 13.6667 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 0.1667 5.8333 114.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 97.1667 0.0000 0.0000 21.3333 0.3333 0.0000 None
0604o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.1667 1.0000 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 0.1667 1.0000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 8.3333 4.0000 107.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.6667 0.5000 94.1667 0.0000 0.0000 0.0000 24.6667 0.0000 None
0302o 6.6667 14.5000 98.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 5.6667 86.6667 0.0000 23.1667 3.3333 0.0000 None
14b14ao 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
14b14au 0.0000 0.0000 81.3333 3.6667 0.0000 34.5000 0.5000 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 9.5556 9.5556 16.0833 0.0000
4946 14.8056 14.8333 96.4125 0.0000
5114b 22.2222 22.2222 89.6778 0.0000
4440 31.9722 32.9222 86.8056 0.0000
4342 118.5639 119.5278 15.2569 0.0000
4241 0.3275 0.3553 118.5667 0.0000
3736 33.6667 34.5625 1.9181 0.0000
3534 107.9167 107.9722 0.8611 0.0000
3422 0.0000 0.0000 0.0000 0.0000
3130 27.7778 27.7778 84.2778 0.0000
3024 0.0000 0.2819 87.6417 0.0000
3036 2.1111 19.2500 0.0000 0.0000
2827 0.2222 1.1319 31.7778 0.0000
2726 110.6889 115.6167 0.0000 0.0000
2629 5.6111 5.8333 0.0000 0.0000
2930 27.1319 27.2431 0.0000 0.0000
2725 0.0000 0.0000 93.7778 0.0000
2524 4.4611 4.5167 87.0417 0.0000
2422 83.8056 85.7458 1.4306 0.0000
L575 23.3333 23.3889 0.0000 0.0000
2117 1.4167 22.6111 83.3750 0.0000
1714B 0.6111 10.1667 0.0000 0.0000
1716 66.2972 69.7556 69.5486 0.0000
1615 0.0278 79.9583 0.0000 0.0000
1614A 0.0000 2.3333 0.0000 0.0000
4514B 112.8889 112.9444 0.6875 0.0000
4515 78.8333 78.8333 4.4444 0.0000
1502 0.7778 1.2639 11.5000 0.0000
14A13 80.0000 82.0278 0.0000 0.0000
1312 84.2083 101.6944 0.2875 0.0000
1211 95.2194 113.0500 0.0000 0.0000
1103 1.3500 10.4778 0.0000 0.0000
0912 113.1528 113.1528 0.0000 0.0000
0908 94.1764 97.6146 0.0000 0.0000
0811 109.0278 109.0556 0.0208 0.0000
0804 91.1833 97.1944 0.0000 0.0000
0201 9.6829 12.6315 0.0000 0.0000
50b50 111.5000 111.5000 9.6944 0.0000
49b40 112.8611 112.8889 16.4097 0.0000
51b50 112.5000 112.5000 24.6528 0.0000
L610 81.3819 82.8542 0.3333 0.0000
5352o 13.3472 13.5972 111.1458 0.0000
5352u 0.6458 1.0208 84.9722 0.0000
5238o 111.2500 111.4722 7.8339 0.0000
5238u 81.8042 82.2208 82.8542 0.0000
3851o 0.0000 0.0000 0.0000 0.0000
3851u 81.1500 81.1917 47.5417 0.0000
5148u 0.0000 0.0000 77.5139 0.0000
5049u 8.4333 21.9236 104.0833 0.0000
4948u 87.7500 87.7500 1.5833 0.0000
4845o 115.9667 115.9667 0.0889 0.0000
4845u 77.9722 83.1806 85.4653 0.0000
4746o 110.5556 110.5556 0.0000 0.0000
4746u 89.0125 89.5333 88.6042 0.0000
4645o 112.8056 112.8056 0.0000 0.0000
4645u 86.8542 86.8542 0.0000 0.0000
4140o 107.3056 107.3611 3.4444 0.0000
4140u 88.0542 91.6528 85.9319 0.0000
4038o 108.8333 108.8333 0.0000 0.0000
4038u 82.6333 83.3861 1.1458 0.0000
3938o 114.0278 114.0833 2.0903 0.0000
3938u 80.8333 80.8333 0.7917 0.0000
3836o 114.6250 114.6250 0.0000 0.0000
3836u 17.2153 84.5417 79.6458 0.0000
3635o 0.0000 110.9167 0.0000 0.0000
3635u 0.0000 0.8250 83.5597 0.0000
3533u 81.0000 81.8472 84.7333 0.0000
2217o 98.1230 99.1508 88.0000 0.0000
2217u 0.0000 0.0000 7.9319 0.0000
2019o 10.8611 10.9528 105.5194 0.0000
2019u 73.7569 99.3667 103.7500 0.0000
1918o 111.4000 111.4000 0.0000 0.0000
1918u 92.6639 92.8722 90.3028 0.0000
1817o 0.9491 12.9722 0.0000 0.0000
1817u 21.8333 90.1944 0.0000 0.0000
1009o 112.0833 112.0833 0.6389 0.0000
1009u 95.5556 97.4444 87.8056 0.0000
0706o 113.6458 113.7292 0.0000 0.0000
0706u 92.2500 96.3611 0.8542 0.0000
0604o 4.6111 4.7500 114.3889 0.0000
0604u 93.9861 96.0000 95.5000 0.0000
0504o 110.6389 110.6944 3.2500 0.0000
0504u 94.8194 96.0486 1.8889 0.0000
0403o 101.6944 101.6944 0.3524 0.0000
0403u 43.3472 55.0833 82.5250 0.0000
0302o 0.0000 0.0000 0.0278 0.0000
0302u 9.6875 94.0833 0.0000 0.0000
14b14ao 111.9167 111.9167 0.0000 0.0000
14b14au 78.4167 80.1250 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 0.1468 0.5372 0.0878 0.0004 0.1652 0.0000 0.0026 0.3075 0.0004 0.1149 13.8365 0.0201 0.1598
5047 0.0294 0.1007 0.0294 0.0000 0.0332 0.0000 0.0002 0.3293 0.0002 0.0088 15.4761 0.0088 0.0336
4946 0.0634 0.2169 0.0634 0.0000 0.1111 0.0000 0.0005 0.5122 0.0005 0.0205 23.0508 0.0205 0.0523
5114b 0.0553 0.1892 0.0553 0.0000 0.1322 0.0000 0.0008 0.6989 0.0008 0.0424 34.9436 0.0424 0.0713
4440 0.3306 1.2912 0.1340 0.0775 1.0262 0.0003 0.2345 0.7948 0.0025 10.5510 35.7643 0.1143 0.2589
4342 0.0000 0.9756 0.0000 0.0000 0.1654 0.0000 0.0000 0.1695 0.0000 0.0000 4.0685 0.0000 0.1010
4241 0.0000 1.4247 0.0000 0.0000 0.3185 0.0000 0.0000 0.2235 0.0000 0.0000 5.3645 0.0000 0.1160
3736 0.0293 0.1227 0.0293 0.0041 0.1671 0.0041 0.1391 1.3616 0.1391 6.9543 68.0808 6.9543 0.2305
3534 0.0681 0.5038 0.0681 0.0002 2.3410 0.0002 0.0028 4.6466 0.0028 0.0757 127.7828 0.0757 0.2347
3422 0.1649 0.7757 0.1649 0.0013 2.1653 0.0013 0.0081 2.7916 0.0081 0.3246 111.6622 0.3246 0.2849
3130 0.0292 0.1373 0.0292 0.0000 0.2631 0.0000 0.0009 1.9169 0.0009 0.0516 105.4294 0.0516 0.0968
3036 0.1432 0.5121 0.1432 0.0621 1.0240 0.0621 0.4340 1.9998 0.4340 7.8115 35.9965 7.8115 0.3041
2827 0.0000 1.1270 0.0000 0.0000 0.3029 0.0000 0.0000 0.2687 0.0000 0.0000 13.4365 0.0000 0.0899
2726 0.0553 0.2257 0.0553 0.0001 0.6437 0.0001 0.0026 2.8516 0.0026 0.0259 28.5155 0.0259 0.1440
2629 0.1815 0.4499 0.1815 0.0191 0.5926 0.0191 0.1053 1.3170 0.1053 4.7402 59.2669 4.7402 0.2209
2930 0.1883 0.8374 0.1883 0.0172 1.0641 0.0172 0.0911 1.2707 0.0911 4.3743 60.9945 4.3743 0.2152
L575 0.0149 0.2223 0.0149 0.0000 0.4772 0.0000 0.0000 2.1469 0.0000 0.0011 128.8132 0.0011 0.2084
2117 0.0167 0.0884 0.0167 0.0001 0.2410 0.0001 0.0064 2.7253 0.0064 0.0644 27.2529 0.0644 0.2781
1714B 0.3916 1.0691 0.3061 0.5668 2.3115 0.1227 1.4472 2.1621 0.4007 40.5225 60.5383 11.2207 0.3239
4514B 0.1047 0.4003 0.0596 0.0727 0.4726 0.0037 0.6944 1.1808 0.0625 16.6663 28.3396 1.4997 0.2042
14A13 0.4389 0.7060 0.4834 0.5155 3.6037 0.0757 1.1746 5.1046 0.1566 11.7457 51.0458 1.5659 1.2035
1312 0.2312 0.5221 0.7077 0.1235 2.9552 1.1000 0.5341 5.6603 1.5543 7.4770 79.2448 21.7608 0.9042
1211 0.0000 0.3953 0.2144 0.0000 4.0148 0.0134 0.0000 10.1569 0.0623 0.0000 375.8045 2.3047 0.9944
1103 0.2799 0.5210 0.7172 0.9558 2.9411 0.3962 3.4148 5.6456 0.5524 119.5166 197.5962 19.3350 1.0235
0912 0.0089 0.0660 0.0089 0.0000 0.1288 0.0000 0.0020 1.9514 0.0020 0.1090 107.3287 0.1090 0.1991
0811 0.0173 0.1282 0.0173 0.0000 0.2493 0.0000 0.0020 1.9438 0.0020 0.1082 106.9073 0.1082 0.1983
0201 0.1475 1.3924 0.1513 0.4013 6.1309 0.1446 2.7218 4.4031 0.9558 27.2176 44.0314 9.5581 0.9802
50b50 0.1278 0.6012 0.1278 0.0000 0.0344 0.0000 0.0000 0.0573 0.0000 0.0001 0.5726 0.0001 The text continues on section 5.