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d50y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:45.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\eagill\Develop.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\Eagle\Flows.int
Input File to Layer # 2 C:\XPS\Eagle\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=5.0 5.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 76
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 91
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 91
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 649
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 52
Number of Storage junctions in Extran (NVSE)........ 0
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 0
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 76
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 91
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
EAGLE DRIVE
DEVELOPED CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 9.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 12
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 96.5000 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 1892 540 N21#2 3808 1080 N37#1 1904 540
N37#2 3812 1080 N31#1 1904 540 N31#2 3812 1080
N28#1 1904 540 N28#2 3816 1080 N27#1 1896 540
N27#2 3780 1080 N26#1 1892 540 N26#2 1848 540
N29#1 1908 540 N29#2 3788 1080 N30#1 1912 540
N30#2 3824 1080 N54#1 1924 540 N54#2 1884 540
N53#1 1752 540 N53#2 1888 540 N52#1 1920 540
N52#2 3820 1080 N44#1 1912 540 N44#2 3948 1080
N43#1 1892 540 N43#2 1888 540 N42#1 1912 540
N42#2 4188 1080 N40#1 1916 540 N40#2 4076 1080
N39#1 1912 540 N39#2 3816 1080 N38#1 1856 540
N38#2 3792 1080 N51B#1 1920 540 N51B#2 3828 1080
N50B#1 1916 540 N50B#2 4336 1080 N47#1 1924 540
N47#2 3776 1080 N49B#1 1920 540 N49B#2 3828 1080
N45#1 1924 540 N45#2 3792 1080 N10#1 1904 540
N10#2 1880 540 N8#1 1900 540 N8#2 1876 540
N11#1 1836 540 N11#2 3808 1080 N7#1 1900 540
N7#2 1876 540 N6#1 1884 540 N6#2 1832 540
N5#1 1900 540 N5#2 1880 540 N4#1 1900 540
N4#2 1876 540 N2#1 1892 540 N2#2 3784 1080
N36#1 1904 540 N36#2 3816 1080 N35#1 1920 540
N35#2 1920 540 N23#1 1900 540 N23#2 3828 1080
N22#1 1896 540 N22#2 1892 540 N20#1 1856 540
N20#2 1760 540 N19#1 1908 540 N19#2 3748 1080
N18#1 1888 540 N18#2 3772 1080 N17#1 1912 540
N17#2 3880 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 96.5000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.291749E+04 96.500
Total Infiltration 1.358481E+02 1.015
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.278593E+04 95.517
Total Water remaining in Surface Storage 3.533573E+00 0.026
Infiltration over the Pervious Area... 1.358481E+02 1.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.292531E+04 96.558
Total Precipitation + Initial Storage. 1.291749E+04 96.500
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............... -0.0605
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 1.278593E+04 95.517
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 1.277895E+04 95.465
Initial Storage + Inflow.................... 1.278593E+04 95.517
Final Storage + Outflow + Diverted GW....... 1.277895E+04 95.465
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0546
##################################################
# 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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.58269 0.00000 94.57295 0.00000 94.57512
Total Losses (mm)...... 0.00000 1.90718 0.00000 1.91315 0.00000 1.91190
Remaining Depth (mm)... 0.00000 0.01013 0.00000 0.01390 0.00000 0.01298
Peak Runoff Rate (cms). 0.00000 0.09956 0.00000 0.06022 0.00000 0.09154
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.54025 96.57755 96.56315 96.61654 96.56312 96.61876
Peak Runoff Rate (cms). 0.00067 0.12554 0.06165 0.02721 0.09042 0.04123
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.54025 96.57755 96.56315 96.61654 96.56312 96.61876
Peak Runoff Rate (cms). 0.00067 0.12554 0.06165 0.02721 0.09042 0.04123
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) 96.54025 95.67986 96.56315 95.18602 96.56312 95.18821
Peak Runoff Rate (cms). 0.00067 0.22511 0.06165 0.08743 0.09042 0.13277
Unit Runoff (mm/hr).... 242.10500 247.61959 248.65982 244.12410 248.65287 244.65278
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.57228 0.00000 94.53507 0.00000 94.52115
Total Losses (mm)...... 0.00000 1.91352 0.00000 1.92796 0.00000 1.93108
Remaining Depth (mm)... 0.00000 0.01420 0.00000 0.03697 0.00000 0.04777
Peak Runoff Rate (cms). 0.00000 0.11256 0.00000 0.18818 0.00000 0.02130
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.56351 96.62765 96.54616 96.57505 96.54045 0.00000
Peak Runoff Rate (cms). 0.10415 0.03960 0.14053 0.11243 0.01534 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.56351 96.62765 96.54616 96.57505 96.54045 0.00000
Peak Runoff Rate (cms). 0.10415 0.03960 0.14053 0.11243 0.01534 0.00043
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) 96.56351 95.08612 96.54616 95.24906 96.54045 94.52115
Peak Runoff Rate (cms). 0.10415 0.15216 0.14053 0.30060 0.01534 0.02130
Unit Runoff (mm/hr).... 248.73614 243.32648 244.07331 234.66573 242.17173 220.90870
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.54885 0.00000 94.58489 0.00000 94.55648
Total Losses (mm)...... 0.00000 1.92388 0.00000 1.90570 0.00000 1.92105
Remaining Depth (mm)... 0.00000 0.02727 0.00000 0.00941 0.00000 0.02247
Peak Runoff Rate (cms). 0.00000 0.18473 0.00000 0.07312 0.00000 0.13675
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.57271 96.57109 96.57890 96.63535 96.62034 0.00000
Peak Runoff Rate (cms). 0.09106 0.14472 0.06368 0.02808 0.00070 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.57271 96.57109 96.57890 96.63535 96.62034 0.00000
Peak Runoff Rate (cms). 0.09106 0.14472 0.06368 0.02808 0.00070 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) 96.57271 95.39819 96.57890 95.13851 96.62034 94.55648
Peak Runoff Rate (cms). 0.09106 0.32945 0.06368 0.10120 0.00070 0.13675
Unit Runoff (mm/hr).... 250.41546 239.18083 251.25336 246.54116 253.26696 234.15642
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.56696 0.00000 94.58142 0.00000 94.56845
Total Losses (mm)...... 0.00000 1.91633 0.00000 1.90801 0.00000 1.91558
Remaining Depth (mm)... 0.00000 0.01671 0.00000 0.01056 0.00000 0.01598
Peak Runoff Rate (cms). 0.00000 0.15282 0.00000 0.02812 0.00000 0.09127
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.35073 0.00000 96.60429 96.63645 96.57855 96.65512
Peak Runoff Rate (cms). 0.00051 0.00000 0.01951 0.00977 0.08443 0.01198
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.35073 0.00000 96.60429 96.63645 96.57855 96.65512
Peak Runoff Rate (cms). 0.00051 0.00001 0.01951 0.00977 0.08443 0.01198
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) 96.35073 94.56696 96.60429 95.09518 96.57855 94.79798
Peak Runoff Rate (cms). 0.00051 0.15282 0.01951 0.03789 0.08443 0.10325
Unit Runoff (mm/hr).... 184.60064 238.08987 252.96213 245.58810 251.21175 240.25357
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.56817 0.00000 94.59282 0.00000 94.59832
Total Losses (mm)...... 0.00000 1.91572 0.00000 1.89999 0.00000 1.89572
Remaining Depth (mm)... 0.00000 0.01611 0.00000 0.00719 0.00000 0.00596
Peak Runoff Rate (cms). 0.00000 0.13668 0.00000 0.05491 0.00000 0.01100
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.54025 0.00000 96.58756 96.64672 96.59651 96.65488
Peak Runoff Rate (cms). 0.00067 0.00000 0.06945 0.00628 0.02436 0.00199
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.54025 0.00000 96.58756 96.64672 96.59651 96.65488
Peak Runoff Rate (cms). 0.00067 0.00002 0.06945 0.00628 0.02436 0.00199
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) 96.54025 94.56817 96.58756 94.79821 96.59651 94.90681
Peak Runoff Rate (cms). 0.00067 0.13668 0.06945 0.06119 0.02436 0.01299
Unit Runoff (mm/hr).... 242.10500 238.52983 252.09761 246.80784 252.65780 248.17535
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.57445 0.00000 94.54141 0.00000 94.58582
Total Losses (mm)...... 0.00000 1.91229 0.00000 1.92622 0.00000 1.90506
Remaining Depth (mm)... 0.00000 0.01326 0.00000 0.03236 0.00000 0.00912
Peak Runoff Rate (cms). 0.00000 0.04221 0.00000 0.07217 0.00000 0.05098
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.57898 96.62736 96.49047 96.59875 96.60856 96.64052
Peak Runoff Rate (cms). 0.04015 0.01560 0.06038 0.02806 0.03556 0.01762
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.57898 96.62736 96.49047 96.59875 96.60856 96.64052
Peak Runoff Rate (cms). 0.04015 0.01560 0.06038 0.02806 0.03556 0.01762
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) 96.57898 95.10821 96.49047 95.07632 96.60856 95.09950
Peak Runoff Rate (cms). 0.04015 0.05781 0.06038 0.10023 0.03556 0.06860
Unit Runoff (mm/hr).... 251.26295 244.01271 223.65779 234.72689 253.07715 246.55521
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.65229 0.00000 94.52308 0.00000 94.59042
Total Losses (mm)...... 0.00000 1.84666 0.00000 1.93069 0.00000 1.90178
Remaining Depth (mm)... 0.00000 0.00105 0.00000 0.04623 0.00000 0.00780
Peak Runoff Rate (cms). 0.00000 0.01329 0.00000 0.16519 0.00000 0.05326
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.58897 96.62291 96.63297 96.60962 96.61360 96.64454
Peak Runoff Rate (cms). 0.05836 0.00335 0.02513 0.04142 0.03696 0.01832
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.58897 96.62291 96.63297 96.60962 96.61360 96.64454
Peak Runoff Rate (cms). 0.05836 0.00335 0.02513 0.04142 0.03696 0.01832
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) 96.58897 95.04641 96.63297 94.89865 96.61360 95.10395
Peak Runoff Rate (cms). 0.05836 0.01664 0.02513 0.20661 0.03696 0.07158
Unit Runoff (mm/hr).... 252.20391 251.67479 253.34878 227.26962 253.17749 247.46708
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.53151 0.00000 94.55073 0.00000 94.54082
Total Losses (mm)...... 0.00000 1.92884 0.00000 1.92322 0.00000 1.92640
Remaining Depth (mm)... 0.00000 0.03965 0.00000 0.02604 0.00000 0.03278
Peak Runoff Rate (cms). 0.00000 0.15429 0.00000 0.07029 0.00000 0.06285
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.63764 96.61460 96.55876 0.00000 96.55316 0.00000
Peak Runoff Rate (cms). 0.02303 0.03817 0.15691 0.00000 0.14920 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.63764 96.61460 96.55876 0.00000 96.55316 0.00000
Peak Runoff Rate (cms). 0.02303 0.03817 0.15691 0.00444 0.14920 0.00422
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) 96.63764 94.90647 96.55876 94.55073 96.55316 94.54082
Peak Runoff Rate (cms). 0.02303 0.19246 0.15691 0.07029 0.14920 0.06285
Unit Runoff (mm/hr).... 253.36231 229.80975 247.65065 231.95220 246.18086 228.16516
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.51736 0.00000 94.54190 0.00000 94.48745
Total Losses (mm)...... 0.00000 1.93180 0.00000 1.92608 0.00000 1.93616
Remaining Depth (mm)... 0.00000 0.05084 0.00000 0.03201 0.00000 0.07639
Peak Runoff Rate (cms). 0.00000 0.44629 0.00000 0.06171 0.00000 0.17033
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.45393 96.64702 96.55152 0.00000 96.52179 0.00000
Peak Runoff Rate (cms). 0.00058 0.04478 0.14215 0.00000 0.44533 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.45393 96.64702 96.55152 0.00000 96.52179 0.00000
Peak Runoff Rate (cms). 0.00058 0.04478 0.14215 0.00403 0.44533 0.01261
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) 96.45393 94.68773 96.55152 94.54190 96.52179 94.48745
Peak Runoff Rate (cms). 0.00058 0.49107 0.14215 0.06171 0.44533 0.17033
Unit Runoff (mm/hr).... 211.47537 222.26881 245.71216 228.57696 235.30576 209.58911
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.54757 0.00000 94.54042 0.00000 94.52291
Total Losses (mm)...... 0.00000 1.92431 0.00000 1.92651 0.00000 1.93073
Remaining Depth (mm)... 0.00000 0.02812 0.00000 0.03307 0.00000 0.04636
Peak Runoff Rate (cms). 0.00000 0.06547 0.00000 0.12186 0.00000 0.18126
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.55612 0.00000 96.55108 0.00000 96.54025 96.64044
Peak Runoff Rate (cms). 0.15309 0.00000 0.30714 0.00000 0.00067 0.02303
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.55612 0.00000 96.55108 0.00000 96.54025 96.64044
Peak Runoff Rate (cms). 0.15309 0.00433 0.30714 0.00870 0.00067 0.02303
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) 96.55612 94.54757 96.55108 94.54042 96.54025 94.73467
Peak Runoff Rate (cms). 0.15309 0.06547 0.30714 0.12186 0.00067 0.20429
Unit Runoff (mm/hr).... 246.98266 230.73812 245.58202 228.01282 242.10500 224.72277
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.57064 0.00000 94.64192 0.00000 94.60632
Total Losses (mm)...... 0.00000 1.91442 0.00000 1.85664 0.00000 1.88914
Remaining Depth (mm)... 0.00000 0.01494 0.00000 0.00145 0.00000 0.00454
Peak Runoff Rate (cms). 0.00000 0.08185 0.00000 0.01453 0.00000 0.18215
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.56435 96.62122 96.60738 0.00000 96.55192 96.60250
Peak Runoff Rate (cms). 0.07200 0.03203 0.03485 0.00000 0.00068 0.22646
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.56435 96.62122 96.60738 0.00000 96.55192 96.60250
Peak Runoff Rate (cms). 0.07200 0.03203 0.03485 0.00099 0.00068 0.22646
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) 96.56435 95.12430 96.60738 94.64192 96.55192 95.70422
Peak Runoff Rate (cms). 0.07200 0.11387 0.03485 0.01453 0.00068 0.40861
Unit Runoff (mm/hr).... 248.91235 243.15864 253.04847 251.08846 245.82678 250.97413
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.57048 0.00000 94.40190 0.00000 94.51172
Total Losses (mm)...... 0.00000 1.91451 0.00000 1.94267 0.00000 1.93278
Remaining Depth (mm)... 0.00000 0.01501 0.00000 0.15543 0.00000 0.05549
Peak Runoff Rate (cms). 0.00000 0.14045 0.00000 0.16078 0.00000 0.27547
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.54692 0.00000 96.48976 0.00000 96.57548 96.56294
Peak Runoff Rate (cms). 0.00067 0.00000 0.44866 0.00000 0.08568 0.16947
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.54692 0.00000 96.48976 0.00000 96.57548 96.56294
Peak Runoff Rate (cms). 0.00067 0.00002 0.44866 0.01270 0.08568 0.16947
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) 96.54692 94.57048 96.48976 94.40190 96.57548 95.22965
Peak Runoff Rate (cms). 0.00067 0.14045 0.44866 0.16078 0.08568 0.44495
Unit Runoff (mm/hr).... 244.31404 239.36022 223.40809 186.46152 250.81695 228.45391
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).... 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.51286 0.00000 94.55036
Total Losses (mm)...... 0.00000 1.93259 0.00000 1.92336
Remaining Depth (mm)... 0.00000 0.05455 0.00000 0.02628
Peak Runoff Rate (cms). 0.00000 0.23240 0.00000 0.06322
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.53453 96.63589 96.57954 96.65128
Peak Runoff Rate (cms). 0.05952 0.03001 0.01869 0.00768
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.53453 96.63589 96.57954 96.65128
Peak Runoff Rate (cms). 0.05952 0.03001 0.01869 0.00768
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) 96.53453 94.72516 96.57954 94.76045
Peak Runoff Rate (cms). 0.05952 0.26241 0.01869 0.07090
Unit Runoff (mm/hr).... 240.07376 221.52703 251.32855 233.96664
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
400.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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320.000 = =
| |
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| ##### |
240.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | ###### # # |
| # # # # |
| # # # # |
160.000 = # # # # =
| # # # # |
| # # # # |
| # ##### # |
| # # |
| # # |
| # ##### |
| # ##### |
| # # |
| ##### # |
80.000 = # # =
| # ##### |
| # ###### |
| # # |
##### # |
# ##### |
# ##### |
# ##### |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE
DEVELOPED CASE
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 1440
Length of integration step is...... 5.00 seconds
Simulation length.................. 2.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
50b50 Positive Flap Gate
49b40 Positive Flap Gate
51b50 Positive Flap Gate
3635o Positive Flap Gate
3533u Positive Flap Gate
0302o Positive Flap Gate
14b14au Positive Flap Gate
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 45.0 meters. Maximum Elevation : 9.30 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 1.01 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 2.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+00 m
" " : 0.045 Beyond Station 2.9 Max left bank area : 0.02 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.98 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4946
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 45.0 meters. Maximum Elevation : 5.20 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4440
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 45.0 meters. Maximum Elevation : 8.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 24.0 meters. Maximum Elevation : 9.60 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4241
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 24.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 27.5 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 27.5 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 27.5 meters. Maximum Section Area : 9.92 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.08E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.90 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 50b50
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.80 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 49b40
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 51b50
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 10.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 5352o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 0.56 m^2.
Maximum hydraulic radius : 0.23 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.41E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.54 m^2
Natural Cross-Section information for Channel 5238o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 35.0 meters. Maximum Elevation : 7.50 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 3851o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 55.0 meters. Maximum Elevation : 6.70 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 4845o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4140o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 38.0 meters. Maximum Elevation : 8.00 meters.
Main Channel Length : 38.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 38.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4038o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 68.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 68.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 68.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3938o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 40.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.025 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.035 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 10.0 meters. Maximum Elevation : 6.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.20 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 48.32 m^2.
Maximum hydraulic radius : 1.10 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.40E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 16.50 m^2
Max right bank area : 18.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.66 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14b14ao
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 45.0000 Natural 1.0073 0.0450 2.9550 0.4000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 4946 45.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
5 4440 45.0000 Natural 2.0882 0.0180 7.5352 0.4000
6 4342 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
7 4241 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
8 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
9 3534 27.5000 Natural 9.9250 0.0450 19.9000 0.5000
10 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
11 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
12 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
13 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
14 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
15 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
16 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
17 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
18 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
19 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
20 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
21 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
22 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
23 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
24 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
25 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
26 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
27 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
28 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
29 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
30 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
31 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
32 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
33 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
34 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
35 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
36 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
37 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
38 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
39 50b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
40 49b40 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
41 51b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
42 L610 50.0000 Circular 0.1590 0.0120 0.4500 0.4500
43 5352o 33.0000 Natural 0.5580 0.0350 1.9200 0.3000
44 5352u 35.0000 Circular 0.0177 0.0140 0.1500 0.1500
45 5238o 35.0000 Natural 0.7520 0.0350 1.9600 0.4000
46 5238u 41.0000 Circular 0.0398 0.0130 0.2250 0.2250
47 3851o 55.0000 Natural 0.7520 0.0350 1.9600 0.4000
48 3851u 55.0000 Circular 0.0398 0.0130 0.2250 0.2250
49 5148u 21.0000 Circular 0.0398 0.0140 0.2250 0.2250
50 5049u 37.0000 Circular 0.0398 0.0140 0.2250 0.2250
51 4948u 20.0000 Circular 0.0398 0.0140 0.2250 0.2250
52 4845o 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
53 4845u 60.0000 Circular 0.0707 0.0130 0.3000 0.3000
54 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
55 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
56 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
57 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
58 4140o 38.0000 Natural 2.0882 0.0180 7.5352 0.4000
59 4140u 32.0000 Circular 0.1104 0.0130 0.3750 0.3750
60 4038o 68.0000 Natural 4.1558 0.0180 14.9231 0.4000
61 4038u 68.0000 Circular 0.1590 0.0130 0.4500 0.4500
62 3938o 40.0000 Natural 1.9520 0.0250 4.9600 0.4000
63 3938u 40.0000 Circular 0.0177 0.0120 0.1500 0.1500
64 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
65 3836u 40.0000 Circular 0.1590 0.0130 0.4500 0.4500
66 3635o 10.0000 Natural 48.3161 0.0350 41.8949 1.2000
67 3635u 10.0000 Circular 0.1590 0.0120 0.4500 0.4500
68 3533u 38.0000 Circular 0.1590 0.0120 0.4500 0.4500
69 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
70 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
71 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
72 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
73 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
74 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
75 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
76 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
77 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
78 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
79 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
80 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
81 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
82 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
83 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
84 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
85 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
86 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
87 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
88 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
89 14b14ao 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
90 14b14au 10.0000 Circular 0.0707 0.0140 0.3000 0.3000
Total length of all conduits .... 3396.5000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1714B 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
L610 1.0000 1.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5238u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5148u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5049u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4948u 1.0000 0.2500 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4845u 1.0000 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4140u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4038u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3938u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3836u 1.0000 0.4000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3635o 1.0000 2.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Kinematic Wave
3635u 1.0000 2.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3533u 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14b14au 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.20
5047 0.15
4946 0.16
5114b 0.14
4440 0.18
4342 0.34
4241 0.34
3736 0.17
3534 0.40
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
50b50 0.98
49b40 0.98
51b50 0.98
L610 0.21
5352o 0.26
5352u 0.17
5238o 0.28
5238u 0.18
3851o 0.18
3851u 0.14
5148u 0.35
5049u 0.20
4948u 0.37
4845o 0.12
4845u 0.14
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
4140o 0.22
4140u 0.30
4038o 0.12
4038u 0.15
3938o 0.25
3938u 0.15
3836o 0.19
3836u 0.26
3635o 1.68 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3635u 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3533u 0.28
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14b14ao 0.98
14b14au 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.1475E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.3000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.8000 7.4000 0.0000 0.0000 100.0000
3 N52 10.0000 7.5000 6.1000 0.0000 0.0000 100.0000
4 N38 10.0000 6.7000 5.0000 0.0000 0.0000 100.0000
5 N51B 10.0000 5.4000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 4.8000 3.6000 0.0000 0.0000 100.0000
7 N50B 10.0000 6.3000 4.7000 0.0000 0.0000 100.0000
8 N49B 10.0000 5.6000 4.0000 0.0000 0.0000 100.0000
9 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
10 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
11 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
12 N43 10.0000 9.6000 9.2000 0.0000 0.0000 100.0000
13 N42 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
14 N41 10.0000 8.0000 6.6000 0.0000 0.0000 100.0000
15 N44 10.0000 8.4000 8.0000 0.0000 0.0000 100.0000
16 N40 10.0000 7.0000 5.6000 0.0000 0.0000 100.0000
17 N39 10.0000 7.4000 6.0000 0.0000 0.0000 100.0000
18 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
19 N36 10.0000 6.9700 4.4700 0.0000 0.0000 100.0000
20 N35 10.0000 6.4000 4.0000 0.0000 0.0000 100.0000
21 N34 10.0000 4.8000 4.1000 0.0000 0.0000 100.0000
22 N33 10.0000 3.0500 2.6000 0.0000 0.0000 100.0000
23 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
24 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
25 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
26 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
27 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
28 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
29 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
30 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
31 N23 10.0000 5.0000 4.7000 0.0000 0.0000 Section 3
100.0000
32 N22 10.0000 4.6000 1.8600 0.0000 0.0000 100.0000
33 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
34 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
35 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
36 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
37 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
38 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
39 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
40 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
41 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
42 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
43 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
44 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
45 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
46 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
47 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
48 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
49 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
50 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
51 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
52 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
53 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
54 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
55 N50 10.0000 6.1000 5.7000 0.0000 0.0000 100.0000
56 N49 10.0000 5.4000 5.0000 0.0000 0.0000 100.0000
57 N51 10.0000 5.2000 4.8000 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160872.3200 17772.6800 No Ponding Normal 0 0.0000
2 N53 -160580.0050 12711.2450 No Ponding Normal 0 0.0000
3 N52 -166206.7250 12636.2550 No Ponding Normal 0 0.0000
4 N38 -171833.4400 12853.3400 No Ponding Normal 0 0.0000
5 N51B -176819.5150 14749.0650 No Ponding Normal 0 0.0000
6 N48 -176977.5250 20615.6450 No Ponding Normal 0 0.0000
7 N50B -176738.5150 28838.2450 No Ponding Normal 0 0.0000
8 N49B -176841.2250 25550.3700 No Ponding Normal 0 0.0000
9 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
10 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
11 N45 -183719.9500 18191.7850 No Ponding Normal 0 0.0000
12 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
13 N42 -165291.9300 30668.6650 No Ponding Normal 0 0.0000
14 N41 -170380.0400 30590.2250 No Ponding Normal 0 0.0000
15 N44 -166055.6050 26690.4250 No Ponding Normal 0 0.0000
16 N40 -171689.2050 27152.6450 No Ponding Normal 0 0.0000
17 N39 -169210.8050 17901.7100 No Ponding Normal 0 0.0000
18 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
19 N36 -171862.5500 8815.4800 No Ponding Normal 0 0.0000
20 N35 -175494.0450 7855.2280 No Ponding Normal 0 0.0000
21 N34 -180931.2000 8787.5770 No Ponding Normal 0 0.0000
22 N33 -180375.0150 6166.6680 No Ponding Normal 0 0.0000
23 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
24 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
25 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
26 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
27 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
28 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
29 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
30 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
31 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
32 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
33 N21 -185518.7450 11528.0300 No Ponding Normal 0 0.0000
34 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
35 N19 -189538.9050 -2208.3699 No Ponding Normal 0 0.0000
36 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
37 N17 -189306.1300 11452.3900 No Ponding Normal 0 0.0000
38 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
39 N15 -194758.4350 18301.8800 No Ponding Normal 0 0.0000
40 N14B -191661.4300 13346.4450 No Ponding Normal 0 0.0000
41 N14A -195792.5400 13900.6050 No Ponding Normal 0 0.0000
42 N13 -199667.0250 14032.5300 No Ponding Normal 0 0.0000
43 N12 -202825.1500 14195.2450 No Ponding Normal 0 0.0000
44 N11 -206840.8500 15119.2750 No Ponding Normal 0 0.0000
45 N10 -202446.6200 -2736.1661 No Ponding Normal 0 0.0000
46 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
47 N8 -207698.0100 6065.0360 No Ponding Normal 0 0.0000
48 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
49 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
50 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
51 N4 -211172.2100 11068.6850 No Ponding Normal 0 0.0000
52 N3 -210589.2150 16923.5400 No Ponding Normal 0 0.0000
53 N2 -211862.4350 20866.5750 No Ponding Normal 0 0.0000
54 N1 -212673.2100 25464.4650 No Ponding Normal 0 0.0000
55 N50 -179020.4400 28627.8600 No Ponding Normal 0 0.0000
56 N49 -178928.3200 24844.1900 No Ponding Normal 0 0.0000
57 N51 -178437.5100 14849.0750 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N53 8.9000 8.4000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 4946 N49 N46 5.0000 4.0000 No Design
4 5114b N51 N14B 4.8000 3.0000 No Design
5 4440 N44 N40 8.0000 6.0000 No Design
6 4342 N43 N42 9.2000 8.3000 No Design
7 4241 N42 N41 8.3000 7.6000 No Design
8 3736 N37 N36 7.0000 5.5200 No Design
9 3534 N35 N34 5.2000 4.3000 No Design
10 3422 N34 N22 4.3000 4.2000 No Design
11 3130 N31 N30 7.5000 5.7000 No Design
12 3024 N30 N24 4.2000 2.8600 No Design
13 3036 N30 N36 5.6200 5.5200 No Design
14 2827 N28 N27 8.3000 6.7000 No Design
15 2726 N27 N26 6.7000 6.5000 No Design
16 2629 N26 N29 6.5000 6.4000 No Design
17 2930 N29 N30 6.4000 5.6200 No Design
18 2725 N27 N25 5.3500 4.8700 No Design
19 2524 N25 N24 4.8700 2.8600 No Design
20 2422 N24 N22 2.5900 1.8600 No Design
21 L575 N23 N22 4.7000 3.4000 No Design
22 2117 N21 N17 3.0000 2.9500 No Design
23 1714B N17 N14B 2.9000 2.8500 No Design
24 1716 N17 N16 1.7500 1.3500 No Design
25 1615 N16 N15 1.3400 1.2100 No Design
26 1614A N16 N14A 1.6500 1.6000 No Design
27 4514B N45 N14B 3.5000 2.8500 No Design
28 4515 N45 N15 2.5000 1.2100 No Design
29 1502 N15 N2 1.2100 1.0500 No Design
30 14A13 N13 N14A 1.8600 1.6000 No Design
31 1312 N13 N12 1.8600 1.6800 No Design
32 1211 N12 N11 1.6800 1.3400 No Design
33 1103 N11 N3 1.3400 1.1000 No Design
34 0912 N9 N12 3.5000 2.0000 No Design
35 0908 N9 N8 2.5000 2.0000 No Design
36 0811 N8 N11 3.0000 2.0000 No Design
37 0804 N8 N4 2.0000 1.7000 No Design
38 0201 N2 N1 1.0500 0.9300 No Design
39 50b50 N50B N50 5.9000 5.7000 No Design
40 49b40 N49B N49 5.2000 5.0000 No Design
41 51b50 N51B N51 5.0000 4.8000 No Design
42 L610 N33 N22 2.6000 1.8600 No Design
43 5352o N53 N52 8.4000 7.1000 No Design
44 5352u N53 N52 7.4000 6.1000 No Design
45 5238o N52 N38 7.1000 6.0000 No Design
46 5238u N52 N38 6.1000 5.0000 No Design
47 3851o N38 N51B 6.3000 5.0000 No Design
48 3851u N38 N51B 5.0000 3.8000 No Design
49 5148u N51B N48 3.8000 3.6000 No Design
50 5049u N50B N49B 5.7000 5.0000 No Design
51 4948u N49B N48 4.0000 3.6000 No Design
52 4845o N48 N45 4.6000 3.5000 No Design
53 4845u N48 N45 3.6000 2.5000 No Design
54 4746o N47 N46 4.6000 4.0000 No Design
55 4746u N47 N46 3.6000 3.0000 No Design
56 4645o N46 N45 4.0000 3.5000 No Design
57 4645u N46 N45 3.0000 2.5000 No Design
58 4140o N41 N40 7.6000 6.6000 No Design
59 4140u N41 N40 6.6000 5.6000 No Design
60 4038o N40 N38 6.6000 6.0000 No Design
61 4038u N40 N38 5.6000 5.0000 No Design
62 3938o N39 N38 7.0000 6.0000 No Design
63 3938u N39 N38 6.0000 5.0000 No Design
64 3836o N38 N36 6.0000 5.5200 No Design
65 3836u N38 N36 5.0000 4.4700 No Design
66 3635o N36 N35 5.7700 5.2000 No Design
67 3635u N36 N35 4.4700 4.0000 No Design
68 3533u N35 N33 4.0000 2.6000 No Design
69 2217o N22 N17 3.4000 2.9500 No Design
70 2217u N22 N17 1.8600 1.7500 No Design
71 2019o N20 N19 7.0000 6.0000 No Design
72 2019u N20 N19 6.0000 4.5000 No Design
73 1918o N19 N18 6.0000 3.0000 No Design
74 1918u N19 N18 4.5000 1.9000 No Design
75 1817o N18 N17 3.0000 2.9500 No Design
76 1817u N18 N17 1.9000 1.7500 No Design
77 1009o N10 N9 4.6000 3.5000 No Design
78 1009u N10 N9 3.6000 2.5000 No Design
79 0706o N7 N6 5.0000 4.5000 No Design
80 0706u N7 N6 4.0000 3.5000 No Design
81 0604o N6 N4 4.5000 2.8000 No Design
82 0604u N6 N4 3.5000 1.7000 No Design
83 0504o N5 N4 4.3000 2.8000 No Design
84 0504u N5 N4 3.3000 1.7000 No Design
85 0403o N4 N3 2.8000 2.0000 No Design
86 0403u N4 N3 1.7000 1.1000 No Design
87 0302o N3 N2 1.8200 1.8100 No Design
88 0302u N3 N2 1.1000 1.0500 No Design
89 14b14ao N14B N14A 2.9900 2.5000 No Design
90 14b14au N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE
DEVELOPED CASE
Title from immediately preceding computational layer
EAGLE DRIVE
DEVELOPED CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 38
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.08
#################################################
# Element numbers of interface inlet locations: #
#################################################
N21 N37 N31 N28 N27 N26 N29
N30 N54 N53 N52 N44 N43 N42
N40 N39 N38 N51B N50B N47 N49B
N45 N10 N8 N11 N7 N6 N5
N4 N2 N36 N35 N23 N22 N20
N19 N18 N17
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 1.0248 0.0111
5047 2.8812 0.0234
4946 2.8075 0.0222
5114b 3.5733 0.0360
4440 10.0429 0.0444
4342 9.2249 0.0375
4241 8.1356 0.0292
3736 14.9983 0.0296
3534 24.3602 0.0327
3422 2.2724 0.0025
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
50b50 13.6470 0.0200
49b40 13.6470 0.0200
51b50 13.6470 0.0200
L610 0.3758 0.0148
5352o 1.1925 0.0394
5352u 0.0273 0.0371
5238o 1.6591 0.0314
5238u 0.0735 0.0268
3851o 1.4388 0.0236
3851u 0.0663 0.0218
5148u 0.0407 0.0095
5049u 0.0573 0.0189
4948u 0.0590 0.0200
4845o 2.5500 0.0183
4845u 0.1309 0.0183
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
4140o 7.7278 0.0263
4140u 0.3099 0.0313
4038o 9.0986 0.0088
4038u 0.2678 0.0088
3938o 6.1031 0.0250
3938u 0.0261 0.0250
3836o 9.9729 0.0120
3836u 0.3282 0.0133
3635o 350.7969 0.0570
3635u 0.6696 0.0470
3533u 0.5928 0.0368
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14b14ao 75.9084 0.0490
14b14au 0.1270 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 7.40 N52/ 0.00 / 6.10
N38/ 0.00 / 5.00 N51B/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50B/ 0.00 / 4.70 N49B/ 0.00 / 4.00 N47/ 0.00 / 3.60
N46/ 0.00 / 3.00 N45/ 0.00 / 2.50 N43/ 0.00 / 9.20
N42/ 0.00 / 8.30 N41/ 0.00 / 6.60 N44/ 0.00 / 8.00
N40/ 0.00 / 5.60 N39/ 0.00 / 6.00 N37/ 0.00 / 7.00
N36/ 0.00 / 4.47 N35/ 0.00 / 4.00 N34/ 0.00 / 4.10
N33/ 0.00 / 2.60 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
N50/ 0.00 / 5.70 N49/ 0.00 / 5.00 N51/ 0.00 / 4.80
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.40/ 7.40 5047/ 3.60/ 3.60 4946/ 3.00/ 3.00
5114b/ 1.80/ 1.80 4440/ 5.60/ 5.60 4342/ 8.30/ 8.30
4241/ 6.60/ 6.60 3736/ 4.47/ 4.47 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 50b50/ 5.70/ 5.70
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 1.86/ 1.86
5352o/ 6.10/ 6.10 5352u/ 6.10/ 6.10 5238o/ 5.00/ 5.00
5238u/ 5.00/ 5.00 3851o/ 3.80/ 3.80 3851u/ 3.80/ 3.80
5148u/ 3.60/ 3.60 5049u/ 4.00/ 4.00 4948u/ 3.60/ 3.60
4845o/ 2.50/ 2.50 4845u/ 2.50/ 2.50 4746o/ 3.00/ 3.00
4746u/ 3.00/ 3.00 4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50
4140o/ 5.60/ 5.60 4140u/ 5.60/ 5.60 4038o/ 5.00/ 5.00
4038u/ 5.00/ 5.00 3938o/ 5.00/ 5.00 3938u/ 5.00/ 5.00
3836o/ 4.47/ 4.47 3836u/ 4.47/ 4.47 3635o/ 4.00/ 4.00
3635u/ 4.00/ 4.00 3533u/ 2.60/ 2.60 2217o/ 1.75/ 1.75
2217u/ 1.75/ 1.75 2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50
1918o/ 1.90/ 1.90 1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75
1817u/ 1.75/ 1.75 1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50
0706o/ 3.50/ 3.50 0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70
0604u/ 1.70/ 1.70 0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70
0403o/ 1.10/ 1.10 0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05
0302u/ 1.05/ 1.05 14b14ao/ 1.65/ 1.65 14b14au/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 85.0000
N53 2.4417 6.1043 90.0000
N52 1.2751 3.1877 25.0000
N38 0.5902 1.4754 50.0000
N51B 2.5590 6.3975 90.0000
N48 2.4502 6.1256 5.0000
N50B 2.8334 7.0835 175.0000
N49B 2.1901 5.4753 175.0000
N47 0.8438 2.1096 190.0000
N46 0.6177 1.5442 90.0000
N45 2.5776 6.4441 20.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 1.5006 3.7515 620.0000
N44 50.0000 50.0000 0.0000
N40 1.7390 4.3476 140.0000
N39 1.7543 4.3858 5.0000
N37 50.0000 50.0000 0.0000
N36 1.7459 4.3648 10.0000
N35 2.1603 5.4008 5.0000
N34 2.5286 6.3216 90.0000
N33 1.3720 3.4299 3565.0000
N31 50.0000 50.0000 0.0000
N30 0.1837 0.4592 45.0000
N29 50.0000 50.0000 0.0000
N28 48.5806 50.0000 0.0000
N27 2.1499 5.3748 0.0000
N26 38.4759 50.0000 0.0000
N25 1.7105 4.2762 0.0000
N24 0.6444 1.6110 165.0000
N23 19.5182 48.7954 0.0000
N22 1.2867 3.2166 25.0000
N21 1.8395 4.5986 100.0000
N20 0.7438 1.8596 140.0000
N19 0.2659 0.6649 70.0000
N18 1.5067 3.7668 50.0000
N17 4.0398 10.0996 0.0000
N16 2.0459 5.1148 110.0000
N15 8.1106 20.2766 0.0000
N14B 0.4380 1.0949 335.0000
N14A 18.0001 45.0003 0.0000
N13 17.7617 44.4043 0.0000
N12 27.9680 50.0000 0.0000
N11 45.6709 50.0000 0.0000
N10 1.1149 2.7873 120.0000
N9 1.6468 4.1169 35.0000
N8 0.8834 2.2084 10.0000
N7 0.9420 2.3550 465.0000
N6 1.2218 3.0545 15.0000
N5 2.1886 5.4715 80.0000
N4 1.1398 2.8496 5.0000
N3 28.0544 50.0000 0.0000
N2 36.6277 50.0000 0.0000
N1 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N51 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N33
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 30.7568 30.7568 50.0000 2.6667 -0.0007 0.2674 Normal Soln
5047 50.0000 50.0000 50.0000 0.0000 -0.0005 0.0129 Normal Soln
4946 50.0000 50.0000 50.0000 0.0000 0.0014 0.0749 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0019 0.0723 Normal Soln
4440 26.0700 26.0700 38.6888 0.0000 -0.0021 0.0430 Normal Soln
4342 14.9616 14.9616 26.1235 0.0000 0.0020 0.0329 Normal Soln
4241 11.5438 11.5438 17.7980 0.0000 -0.0019 0.0740 Normal Soln
3736 36.4063 36.4063 50.0000 0.0000 -0.0014 0.0221 Normal Soln
3534 15.1496 15.1496 49.4004 0.0000 0.0141 0.1380 Normal Soln
3422 18.3017 18.3017 50.0000 0.0000 0.0109 1.3652 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 -0.0021 0.0393 Normal Soln
3024 7.7521 7.7521 19.0961 0.0000 -0.0212 2.1107 Normal Soln
3036 11.7185 11.7185 50.0000 0.0000 -0.0149 0.4394 Normal Soln
2827 29.2036 29.2036 46.7760 0.0000 0.0015 0.0366 Normal Soln
2726 7.7666 7.7666 46.0312 0.0000 -0.0049 0.0638 Normal Soln
2629 32.0352 32.0352 50.0000 0.0000 0.0024 0.3964 Normal Soln
2930 28.0375 28.0375 50.0000 0.0000 -0.0049 0.1492 Normal Soln
2725 4.9327 4.9327 12.3395 0.0000 0.0027 2.4035 Normal Soln
2524 14.4053 14.4053 33.0332 0.0000 0.0046 2.2472 Normal Soln
2422 6.2589 6.2589 18.3742 0.0000 -0.0181 1.7554 Normal Soln
L575 47.1772 47.1772 50.0000 0.0000 -0.0039 0.2351 Normal Soln
2117 6.3230 6.3230 23.0534 0.0000 -0.0057 0.0791 Normal Soln
1714B 15.1966 15.1966 43.9930 0.0000 0.0136 0.5578 Normal Soln
1716 4.5958 4.5958 12.6292 0.0000 -0.0215 1.5852 Normal Soln
1615 3.8731 3.8731 9.7813 0.0000 0.0084 3.7375 Normal Soln
1614A 1.7575 1.7575 5.2328 34.0833 -0.0144 3.6092 Normal Soln
4514B 16.0947 16.0947 27.0995 0.0000 0.0029 0.0326 Normal Soln
4515 5.7696 5.7696 13.6355 0.0000 -0.0093 2.1152 Normal Soln
1502 14.9507 14.9507 32.6256 0.0000 0.0088 4.7323 Normal Soln
14A13 3.9198 3.9198 16.8150 0.0000 -0.0187 0.4055 Normal Soln
1312 6.2671 6.2671 25.9726 0.0000 0.0185 0.4195 Normal Soln
1211 14.7391 14.7391 50.0000 0.0000 0.0141 0.2873 Normal Soln
1103 15.6793 15.6793 50.0000 0.0000 0.0121 0.1997 Normal Soln
0912 28.1594 28.1594 50.0000 0.0000 -0.0018 0.0237 Normal Soln
0908 11.3941 11.3941 41.6788 0.0000 0.0025 2.0851 Normal Soln
0811 32.1503 32.1503 50.0000 0.0000 0.0022 0.0678 Normal Soln
0804 10.8222 10.8222 33.6663 0.0000 0.0030 2.9611 Normal Soln
0201 3.0582 3.0582 7.3205 0.0000 -0.0610 0.0903 Normal Soln
50b50 10.4717 10.4717 17.8910 0.0000 -0.0059 0.0037 Normal Soln
49b40 7.4479 7.4479 11.3746 0.0000 0.0036 0.0184 Normal Soln
51b50 6.6669 6.6669 9.7609 0.0000 0.0040 0.0196 Normal Soln
L610 7.8705 7.8705 22.9405 0.0000 -0.0064 2.2851 Normal Soln
5352o 14.6945 14.6945 27.9938 0.0000 -0.0030 0.4413 Normal Soln
5352u 6.7055 6.7055 16.7642 0.0000 0.0015 3.5858 Normal Soln
5238o 15.8034 15.8034 32.2615 0.0000 -0.0028 0.3308 Normal Soln
5238u 8.0673 8.0673 22.4866 0.0000 -0.0081 2.3362 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.0855 11.0855 36.6162 0.0000 -0.0078 2.5348 Normal Soln
5148u 4.1246 4.1246 12.5568 0.0000 0.0014 4.3936 Normal Soln
5049u 12.9766 12.9766 26.4167 0.0000 0.0010 2.4154 Normal Soln
4948u 3.8739 3.8739 11.7295 0.0000 0.0016 2.9369 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 0.0011 0.0143 Normal Soln
4845u 12.6902 12.6902 37.6340 0.0000 -0.0022 1.9356 Normal Soln
4746o 38.9518 38.9518 50.0000 0.0000 0.0003 0.0012 Normal Soln
4746u 5.4392 5.4392 18.0222 0.0000 -0.0037 1.8303 Normal Soln
4645o 33.9625 33.9625 50.0000 0.0000 -0.0017 0.0102 Normal Soln
4645u 7.1055 7.1055 24.5806 0.0000 -0.0030 2.5928 Normal Soln
4140o 29.8997 29.8997 50.0000 0.0000 -0.0017 0.0154 Normal Soln
4140u 6.2862 6.2862 17.2671 0.0000 0.0048 1.6923 Normal Soln
4038o 50.0000 50.0000 50.0000 0.0000 0.0029 0.0421 Normal Soln
4038u 14.1236 14.1236 46.0165 0.0000 -0.0044 2.4236 Normal Soln
3938o 37.1536 37.1536 50.0000 0.0000 0.0046 0.0308 Normal Soln
3938u 8.6661 8.6661 27.0823 0.0000 -0.0049 2.6776 Normal Soln
3836o 26.1212 26.1212 50.0000 0.0000 0.0042 0.1347 Normal Soln
3836u 7.9386 7.9386 23.6833 0.0000 0.0321 3.0567 Normal Soln
3635o 6.4846 6.4846 11.9114 0.0000 0.0185 0.0097 Normal Soln
3635u 1.7891 1.7891 4.6813 83.2500 -0.0150 1.3310 Normal Soln
3533u 5.9821 5.9821 14.8830 0.0000 -0.0057 1.4363 Normal Soln
2217o 16.5120 16.5120 33.2997 0.0000 -0.0153 0.2602 Normal Soln
2217u 5.2117 5.2117 12.6610 0.0000 -0.0313 4.8706 Normal Soln
2019o 22.8296 22.8296 37.8762 0.0000 0.0053 0.0505 Normal Soln
2019u 5.1443 5.1443 11.5197 0.0000 0.0053 1.6849 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0047 0.0177 Normal Soln
1918u 15.9331 15.9331 36.9472 0.0000 0.0145 2.1091 Normal Soln
1817o 14.7825 14.7825 38.4780 0.0000 -0.0076 0.2110 Normal Soln
1817u 4.2292 4.2292 11.6699 0.0000 -0.0156 3.7851 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0096 0.0093 Normal Soln
1009u 10.3810 10.3810 29.9924 0.0000 -0.0021 1.9426 Normal Soln
0706o 29.5783 29.5783 50.0000 0.0000 0.0037 0.0396 Normal Soln
0706u 6.7830 6.7830 24.2723 0.0000 -0.0026 1.8880 Normal Soln
0604o 30.6403 30.6403 50.0000 0.0000 0.0028 0.1112 Normal Soln
0604u 9.6853 9.6853 20.7898 0.0000 0.0025 2.2437 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0017 0.0239 Normal Soln
0504u 12.4098 12.4098 33.4833 0.0000 -0.0190 2.0011 Normal Soln
0403o 13.7521 13.7521 29.3131 0.0000 0.0045 0.0899 Normal Soln
0403u 3.4184 3.4184 7.5291 0.0000 -0.0091 1.2275 Normal Soln
0302o 5.5162 5.5162 15.0965 0.0000 0.0134 1.8740 Normal Soln
0302u 2.7286 2.7286 11.9206 0.0000 -0.0045 0.6464 Normal Soln
14b14ao 6.1739 6.1739 28.5320 0.0000 0.0194 0.0661 Normal Soln
14b14au 1.9462 1.9462 6.0010 0.0000 -0.0089 3.2859 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...................................0201
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 2.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.02 / 8.92/ N53/ 0.02 / 7.42/ N52/ 0.02 / 6.12/
N38/ 0.02 / 5.02/ N51B/ 0.03 / 3.83/ N48/ 0.02 / 3.62/
N50B/ 1.00 / 5.70/ N49B/ 0.01 / 4.01/ N47/ 0.01 / 3.61/
N46/ 0.01 / 3.01/ N45/ 0.02 / 2.52/ N43/ 0.00 / 9.20/
N42/ 0.01 / 8.31/ N41/ 0.01 / 6.61/ N44/ 0.01 / 8.01/
N40/ 0.01 / 5.61/ N39/ 0.01 / 6.01/ N37/ 0.00 / 7.00/
N36/ 0.01 / 4.48/ N35/ 0.02 / 4.02/ N34/ 0.21 / 4.31/
N33/ 0.02 / 2.62/ N31/ 0.00 / 7.50/ N30/ 0.02 / 4.22/
N29/ 0.02 / 6.42/ N28/ 0.01 / 8.31/ N27/ 0.02 / 5.37/
N26/ 0.02 / 6.52/ N25/ 0.02 / 4.89/ N24/ 0.03 / 2.62/
N23/ 0.01 / 4.71/ N22/ 0.06 / 1.92/ N21/ 1.00 / 3.00/
N20/ 0.02 / 6.02/ N19/ 0.03 / 4.53/ N18/ 0.05 / 1.95/
N17/ 0.05 / 1.80/ N16/ 0.07 / 1.41/ N15/ 0.12 / 1.33/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.04 / 1.38/ N10/ 0.01 / 3.61/
N9/ 0.01 / 2.51/ N8/ 0.02 / 2.02/ N7/ 0.01 / 4.01/
N6/ 0.02 / 3.52/ N5/ 0.01 / 3.31/ N4/ 0.03 / 1.73/
N3/ 0.02 / 1.12/ N2/ 0.07 / 1.12/ N1/ 0.05 / 0.98/
N50/ 0.00 / 5.70/ N49/ 0.00 / 5.00/ N51/ 0.00 / 4.80/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00*/
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.02*/
1615/ 0.02*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.02 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.03 / 50b50/ 0.00*/
49b40/ 0.00*/ 51b50/ 0.00*/ L610/ 0.00*/
5352o/ 0.00 / 5352u/ 0.00 / 5238o/ 0.00*/
5238u/ 0.00*/ 3851o/ 0.00 / 3851u/ 0.00*/
5148u/ 0.00 / 5049u/ 0.00 / 4948u/ 0.00*/
4845o/ 0.00*/ 4845u/ 0.00*/ 4746o/ 0.00*/
4746u/ 0.00*/ 4645o/ 0.00*/ 4645u/ 0.00*/
4140o/ 0.00*/ 4140u/ 0.00*/ 4038o/ 0.00*/
4038u/ 0.00*/ 3938o/ 0.00*/ 3938u/ 0.00*/
3836o/ 0.00*/ 3836u/ 0.00 / 3635o/ 0.00 /
3635u/ 0.00 / 3533u/ 0.00*/ 2217o/ 0.00*/
2217u/ 0.01 / 2019o/ 0.00 / 2019u/ 0.00*/
1918o/ 0.00*/ 1918u/ 0.01*/ 1817o/ 0.00 /
1817u/ 0.01 / 1009o/ 0.00*/ 1009u/ 0.00*/
0706o/ 0.00*/ 0706u/ 0.00*/ 0604o/ 0.00 /
0604u/ 0.00*/ 0504o/ 0.00*/ 0504u/ 0.00*/
0403o/ 0.00*/ 0403u/ 0.00 / 0302o/ 0.00 /
0302u/ 0.01 / 14b14ao/ 0.00*/ 14b14au/ 0.00*/
FREE # 1/ 0.03 /
Conduit/ Velocity
5453/ 0.09 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.18 / 4342/ 0.13 /
4241/ 0.19 / 3736/ 0.10 / 3534/ 0.00 /
3422/ 0.03 / 3130/ 0.03 / 3024/ 0.72 /
3036/ 0.00 / 2827/ 0.13 / 2726/ 0.00 /
2629/ 0.07 / 2930/ 0.23 / 2725/ 0.50 /
2524/ 0.62 / 2422/ 0.35 / L575/ 0.08 /
2117/ 0.03 / 1714B/ 0.00 / 1716/ 0.80 /
1615/ 0.47 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.20 / 1502/ 0.56 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.05 /
0912/ 0.00 / 0908/ 0.22 / 0811/ 0.00 /
0804/ 0.20 / 0201/ 0.32 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.19 /
5352o/ 0.00 / 5352u/ 0.65 / 5238o/ 0.00 /
5238u/ 0.52 / 3851o/ 0.00 / 3851u/ 0.44 /
5148u/ 0.44 / 5049u/ 0.17 / 4948u/ 0.08 /
4845o/ 0.00 / 4845u/ 0.53 / 4746o/ 0.00 /
4746u/ 0.38 / 4645o/ 0.00 / 4645u/ 0.20 /
4140o/ 0.00 / 4140u/ 0.30 / 4038o/ 0.00 /
4038u/ 0.29 / 3938o/ 0.00 / 3938u/ 0.10 /
3836o/ 0.00 / 3836u/ 0.45 / 3635o/ 0.00 /
3635u/ 0.74 / 3533u/ 0.64 / 2217o/ 0.00 /
2217u/ 0.47 / 2019o/ 0.00 / 2019u/ 0.90 /
1918o/ 0.00 / 1918u/ 0.65 / 1817o/ 0.00 /
1817u/ 0.61 / 1009o/ 0.00 / 1009u/ 0.30 /
0706o/ 0.00 / 0706u/ 0.20 / 0604o/ 0.00 /
0604u/ 0.66 / 0504o/ 0.00 / 0504u/ 0.14 /
0403o/ 0.00 / 0403u/ 0.84 / 0302o/ 0.00 /
0302u/ 0.06 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Width
5453/ 0.42 / 5047/ 0.01 / 4946/ 0.01 /
5114b/ 0.01 / 4440/ 0.13 / 4342/ 0.20 /
4241/ 0.20 / 3736/ 0.18 / 3534/ 8.91 /
3422/ 3.00 / 3130/ 0.61 / 3024/ 0.19 /
3036/ 3.11 / 2827/ 0.25 / 2726/ 8.93 /
2629/ 1.42 / 2930/ 0.96 / 2725/ 0.16 /
2524/ 0.16 / 2422/ 0.30 / L575/ 0.70 /
2117/ 0.30 / 1714B/ 1.67 / 1716/ 0.47 /
1615/ 0.49 / 1614A/ 0.33 / 4514B/ 0.02 /
4515/ 0.22 / 1502/ 0.52 / 14A13/ 0.19 /
1312/ 0.01 / 1211/ 0.25 / 1103/ 0.89 /
0912/ 0.00 / 0908/ 0.15 / 0811/ 0.03 /
0804/ 0.20 / 0201/ 1.73 / 50b50/ 0.00 /
49b40/ 0.79 / 51b50/ 0.54 / L610/ 0.24 /
5352o/ 0.02 / 5352u/ 0.09 / 5238o/ 0.00 /
5238u/ 0.12 / 3851o/ 0.01 / 3851u/ 0.14 /
5148u/ 0.14 / 5049u/ 0.09 / 4948u/ 0.11 /
4845o/ 0.26 / 4845u/ 0.16 / 4746o/ 0.03 /
4746u/ 0.12 / 4645o/ 0.01 / 4645u/ 0.14 /
4140o/ 0.00 / 4140u/ 0.15 / 4038o/ 0.00 /
4038u/ 0.18 / 3938o/ 0.01 / 3938u/ 0.08 /
3836o/ 0.06 / 3836u/ 0.18 / 3635o/ 0.02 /
3635u/ 0.18 / 3533u/ 0.18 / 2217o/ 0.31 /
2217u/ 0.40 / 2019o/ 0.31 / 2019u/ 0.21 /
1918o/ 0.19 / 1918u/ 0.29 / 1817o/ 0.28 /
1817u/ 0.33 / 1009o/ 0.01 / 1009u/ 0.15 /
0706o/ 0.20 / 0706u/ 0.14 / 0604o/ 0.26 /
0604u/ 0.19 / 0504o/ 0.03 / 0504u/ 0.15 /
0403o/ 0.04 / 0403u/ 0.30 / 0302o/ 0.11 /
0302u/ 1.50 / 14b14ao/ 0.02 / 14b14au/ 0.17 /
Junction/ EGL
N54/ 0.02 / N53/ 1.01 / N52/ 0.04 /
N38/ 0.03 / N51B/ 0.04 / N48/ 0.03 /
N50B/ 1.00 / N49B/ 1.00 / N47/ 0.01 /
N46/ 0.02 / N45/ 0.04 / N43/ 0.00 /
N42/ 0.01 / N41/ 1.00 / N44/ 0.01 /
N40/ 0.40 / N39/ 0.01 / N37/ 0.00 /
N36/ 1.05 / N35/ 0.04 / N34/ 0.21 /
N33/ 0.04 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.02 / N28/ 0.01 / N27/ 1.35 /
N26/ 0.02 / N25/ 0.03 / N24/ 0.32 /
N23/ 0.01 / N22/ 2.34 / N21/ 1.00 /
N20/ 0.02 / N19/ 0.07 / N18/ 0.07 /
N17/ 1.20 / N16/ 0.11 / N15/ 0.13 /
N14B/ 0.00 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.04 / N10/ 0.01 /
N9/ 0.02 / N8/ 0.02 / N7/ 0.01 /
N6/ 0.03 / N5/ 0.01 / N4/ 0.05 /
N3/ 0.05 / N2/ 0.08 / N1/ 0.05 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Junction/ Freeboard
N54/ 1.08 / N53/ 2.58 / N52/ 3.88 /
N38/ 4.98 / N51B/ 6.17 / N48/ 6.38 /
N50B/ 4.30 / N49B/ 5.99 / N47/ 6.39 /
N46/ 6.99 / N45/ 7.48 / N43/ 0.80 /
N42/ 1.69 / N41/ 3.39 / N44/ 1.99 /
N40/ 4.39 / N39/ 3.99 / N37/ 3.00 /
N36/ 5.52 / N35/ 5.98 / N34/ 5.69 /
N33/ 7.38 / N31/ 2.50 / N30/ 5.78 /
N29/ 3.58 / N28/ 1.69 / N27/ 4.63 /
N26/ 3.48 / N25/ 5.11 / N24/ 7.38 /
N23/ 5.29 / N22/ 8.08 / N21/ 7.00 /
N20/ 3.98 / N19/ 5.47 / N18/ 8.05 /
N17/ 8.20 / N16/ 8.59 / N15/ 8.67 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.62 / N10/ 6.39 /
N9/ 7.49 / N8/ 7.98 / N7/ 5.99 /
N6/ 6.48 / N5/ 6.69 / N4/ 8.27 /
N3/ 8.88 / N2/ 8.88 / N1/ 9.02 /
N50/ 4.30 / N49/ 5.00 / N51/ 5.20 /
Junction/ Max Volume
N54/ 0.17 / N53/ 1.11 / N52/ 1.12 /
N38/ 1.15 / N51B/ 1.22 / N48/ 1.01 /
N50B/ 1.21 / N49B/ 1.22 / N47/ 1.03 /
N46/ 1.06 / N45/ 1.11 / N43/ 0.08 /
N42/ 0.11 / N41/ 1.06 / N44/ 0.09 /
N40/ 1.09 / N39/ 1.03 / N37/ 0.07 /
N36/ 1.39 / N35/ 1.30 / N34/ 0.52 /
N33/ 2.03 / N31/ 0.03 / N30/ 1.67 /
N29/ 0.15 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.23 / N25/ 0.85 / N24/ 1.63 /
N23/ 0.13 / N22/ 1.81 / N21/ 1.22 /
N20/ 1.03 / N19/ 1.57 / N18/ 1.35 /
N17/ 1.47 / N16/ 1.89 / N15/ 1.31 /
N14B/ 1.32 / N14A/ 1.29 / N13/ 0.83 /
N12/ 0.86 / N11/ 1.01 / N10/ 1.02 /
N9/ 1.03 / N8/ 1.05 / N7/ 1.03 /
N6/ 1.07 / N5/ 1.03 / N4/ 1.17 /
N3/ 0.92 / N2/ 0.93 / N1/ 0.94 /
N50/ 0.01 / N49/ 0.03 / N51/ 0.02 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51B/ 0.00 / N48/ 0.00 /
N50B/ 0.00 / N49B/ 0.00 / N47/ 0.00 /
N46/ 0.00 / N45/ 0.00 / N43/ 0.00 /
N42/ 0.00 / N41/ 0.00 / N44/ 0.00 /
N40/ 0.00 / N39/ 0.00 / N37/ 0.00 /
N36/ 0.00 / N35/ 0.00 / N34/ 0.00 /
N33/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.05 / 3130/ 0.01 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.02 / 2930/ 0.01 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.02 /
1615/ 0.03 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.03 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.04 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.09 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.01 /
5352o/ 0.00 / 5352u/ 0.00 / 5238o/ 0.00 /
5238u/ 0.00 / 3851o/ 0.00 / 3851u/ 0.00 /
5148u/ 0.00 / 5049u/ 0.00 / 4948u/ 0.00 /
4845o/ 0.00 / 4845u/ 0.00 / 4746o/ 0.00 /
4746u/ 0.00 / 4645o/ 0.00 / 4645u/ 0.00 /
4140o/ 0.00 / 4140u/ 0.00 / 4038o/ 0.00 /
4038u/ 0.00 / 3938o/ 0.00 / 3938u/ 0.00 /
3836o/ 0.00 / 3836u/ 0.00 / 3635o/ 0.00 /
3635u/ 0.00 / 3533u/ 0.00 / 2217o/ 0.00 /
2217u/ 0.02 / 2019o/ 0.00 / 2019u/ 0.00 /
1918o/ 0.00 / 1918u/ 0.01 / 1817o/ 0.00 /
1817u/ 0.01 / 1009o/ 0.00 / 1009u/ 0.00 /
0706o/ 0.00 / 0706u/ 0.00 / 0604o/ 0.00 /
0604u/ 0.00 / 0504o/ 0.00 / 0504u/ 0.00 /
0403o/ 0.00 / 0403u/ 0.01 / 0302o/ 0.00 /
0302u/ 0.06 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Final Volume
5453/ 0.21 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.05 / 4342/ 0.04 /
4241/ 0.04 / 3736/ 0.07 / 3534/ 0.09 /
3422/ 1.92 / 3130/ 0.40 / 3024/ 0.15 /
3036/ 0.00 / 2827/ 0.10 / 2726/ 0.06 /
2629/ 0.75 / 2930/ 0.37 / 2725/ 0.07 /
2524/ 0.16 / 2422/ 0.38 / L575/ 0.25 /
2117/ 0.06 / 1714B/ 0.00 / 1716/ 0.56 /
1615/ 0.87 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.42 / 1502/ 3.14 / 14A13/ 0.08 /
1312/ 0.01 / 1211/ 0.31 / 1103/ 1.57 /
0912/ 0.00 / 0908/ 0.08 / 0811/ 0.00 /
0804/ 0.18 / 0201/ 0.89 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.38 /
5352o/ 0.00 / 5352u/ 0.04 / 5238o/ 0.00 /
5238u/ 0.06 / 3851o/ 0.00 / 3851u/ 0.13 /
5148u/ 0.05 / 5049u/ 0.01 / 4948u/ 0.02 /
4845o/ 0.00 / 4845u/ 0.15 / 4746o/ 0.00 /
4746u/ 0.04 / 4645o/ 0.00 / 4645u/ 0.12 /
4140o/ 0.00 / 4140u/ 0.03 / 4038o/ 0.00 /
4038u/ 0.14 / 3938o/ 0.00 / 3938u/ 0.03 /
3836o/ 0.00 / 3836u/ 0.09 / 3635o/ 0.00 /
3635u/ 0.02 / 3533u/ 0.08 / 2217o/ 0.00 /
2217u/ 0.56 / 2019o/ 0.00 / 2019u/ 0.13 /
1918o/ 0.00 / 1918u/ 0.91 / 1817o/ 0.00 /
1817u/ 0.25 / 1009o/ 0.00 / 1009u/ 0.05 /
0706o/ 0.00 / 0706u/ 0.05 / 0604o/ 0.00 /
0604u/ 0.21 / 0504o/ 0.00 / 0504u/ 0.14 /
0403o/ 0.00 / 0403u/ 0.10 / 0302o/ 0.00 /
0302u/ 1.71 / 14b14ao/ 0.00 / 14b14au/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.01 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.01 /
3422/ 0.00 / 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/ 0.03 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.04 /
1615/ 0.06 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.04 / 1502/ 0.06 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.02 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.02 / 0201/ 0.04 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.02 /
5352o/ 0.00 / 5352u/ 0.01 / 5238o/ 0.00 /
5238u/ 0.01 / 3851o/ 0.00 / 3851u/ 0.02 /
5148u/ 0.02 / 5049u/ 0.00 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.01 / 4746o/ 0.00 /
4746u/ 0.01 / 4645o/ 0.00 / 4645u/ 0.01 /
4140o/ 0.00 / 4140u/ 0.01 / 4038o/ 0.00 /
4038u/ 0.01 / 3938o/ 0.00 / 3938u/ 0.01 /
3836o/ 0.00 / 3836u/ 0.01 / 3635o/ 0.00 /
3635u/ 0.01 / 3533u/ 0.01 / 2217o/ 0.00 /
2217u/ 0.04 Section 4
/ 2019o/ 0.00 / 2019u/ 0.02 /
1918o/ 0.00 / 1918u/ 0.03 / 1817o/ 0.00 /
1817u/ 0.03 / 1009o/ 0.00 / 1009u/ 0.01 /
0706o/ 0.00 / 0706u/ 0.01 / 0604o/ 0.00 /
0604u/ 0.02 / 0504o/ 0.00 / 0504u/ 0.01 /
0403o/ 0.00 / 0403u/ 0.02 / 0302o/ 0.00 /
0302u/ 0.04 / 14b14ao/ 0.00 / 14b14au/ 0.02 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.92/ 8.41 5047/ 3.61/ 3.61 4946/ 3.01/ 3.01/
5114b/ 1.80/ 1.80 4440/ 8.01/ 6.00 4342/ 9.20/ 8.31/
4241/ 8.31/ 7.60 3736/ 7.00/ 5.52 3534/ 4.31/ 4.31/
3422/ 4.31/ 4.20 3130/ 7.50/ 5.70 3024/ 4.22/ 2.88/
3036/ 4.48/ 4.48 2827/ 8.31/ 6.70 2726/ 6.52/ 6.52/
2629/ 6.52/ 6.42 2930/ 6.42/ 5.63 2725/ 5.37/ 4.89/
2524/ 4.89/ 2.88 2422/ 2.62/ 1.92 L575/ 4.71/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.80/ 1.41/
1615/ 1.41/ 1.33 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.52/ 1.33 1502/ 1.33/ 1.12 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.38 1103/ 1.38/ 1.12/
0912/ 1.68/ 1.68 0908/ 2.51/ 2.02 0811/ 1.38/ 1.38/
0804/ 2.02/ 1.73 0201/ 1.12/ 0.98 50b50/ 5.70/ 5.70/
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.62/ 1.92/
5352o/ 6.12/ 6.12 5352u/ 7.42/ 6.12 5238o/ 5.02/ 5.02/
5238u/ 6.12/ 5.02 3851o/ 3.83/ 3.83 3851u/ 5.02/ 3.83/
5148u/ 3.83/ 3.62 5049u/ 5.70/ 5.00 4948u/ 4.01/ 3.62/
4845o/ 2.52/ 2.52 4845u/ 3.62/ 2.52 4746o/ 3.01/ 3.01/
4746u/ 3.61/ 3.01 4645o/ 2.52/ 2.52 4645u/ 3.01/ 2.52/
4140o/ 5.61/ 5.61 4140u/ 6.61/ 5.61 4038o/ 5.02/ 5.02/
4038u/ 5.61/ 5.02 3938o/ 5.02/ 5.02 3938u/ 6.01/ 5.02/
3836o/ 4.48/ 4.48 3836u/ 5.02/ 4.48 3635o/ 4.02/ 4.02/
3635u/ 4.48/ 4.02 3533u/ 4.02/ 2.62 2217o/ 1.80/ 1.80/
2217u/ 1.92/ 1.80 2019o/ 4.53/ 4.53 2019u/ 6.02/ 4.53/
1918o/ 1.95/ 1.95 1918u/ 4.53/ 1.95 1817o/ 1.80/ 1.80/
1817u/ 1.95/ 1.80 1009o/ 2.51/ 2.51 1009u/ 3.61/ 2.51/
0706o/ 3.52/ 3.52 0706u/ 4.01/ 3.52 0604o/ 1.73/ 1.73/
0604u/ 3.52/ 1.73 0504o/ 1.73/ 1.73 0504u/ 3.31/ 1.73/
0403o/ 1.12/ 1.12 0403u/ 1.73/ 1.12 0302o/ 1.12/ 1.12/
0302u/ 1.12/ 1.12 14b14ao/ 1.65/ 1.65 14b14au/ 1.80/ 1.65/
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 1440
Total number of passes in the simulation........ 3560
Total number of time steps during simulation.... 3152
Ratio of actual # of time steps / NTCYC......... 2.189
Average number of iterations per time step...... 1.129
Average time step size(seconds)................ 2.284
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 3.320
Average minimum implicit time step (sec)........ 1.966
Average minimum junction time step (sec)........ 1.966
Average Courant Factor Tf....................... 1.966
Number of times omega reduced................... 55
*=========================================================*
| 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 1.19 3750 0 6 0 0 0
N53 0 1.38 4359 1 13 1 0 0
N52 0 1.54 4848 1 14 1 0 0
N38 0 2.14 6741 2 15 1 0 0
N51B 0 1.30 4088 0 11 1 0 0
N48 0 1.29 4067 0 10 1 0 0
N50B 0 1.07 3371 0 4 0 0 0
N49B 0 1.32 4168 0 12 2 0 0
N47 0 1.16 3646 0 8 0 0 0
N46 0 1.42 4463 0 5 0 0 0
N45 0 1.79 5633 0 17 1 0 0
N43 0 1.17 3692 0 9 0 0 0
N42 0 1.32 4145 2 9 0 0 0
N41 0 1.56 4910 0 7 0 0 0
N44 0 1.22 3832 0 6 0 0 0
N40 0 1.74 5497 1 9 0 0 0
N39 0 1.12 3516 1 21 1 0 0
N37 0 1.18 3725 0 4 0 0 0
N36 0 2.18 6885 3 21 4 0 0
N35 0 2.02 6371 0 12 1 0 0
N34 0 1.69 5332 0 15 1 0 0
N33 0 1.41 4429 0 6 0 0 0
N31 0 1.28 4039 0 7 0 0 0
N30 0 2.13 6701 1 14 6 0 0
N29 0 1.66 5226 0 6 0 0 0
N28 0 1.24 3916 1 9 0 0 0
N27 0 1.90 5974 0 7 0 0 0
N26 0 1.63 5128 0 22 1 0 0
N25 0 1.41 4444 0 12 1 0 0
N24 0 1.67 5260 0 9 0 0 0
N23 0 1.45 4576 0 8 0 0 0
N22 0 2.58 8120 19 13 1 0 0
N21 0 1.95 6141 1 18 1 0 0
N20 0 1.58 4986 0 18 3 0 0
N19 0 1.85 5821 0 10 1 0 0
N18 0 1.99 6264 0 8 0 0 0
N17 0 2.99 9420 0 11 2 0 0
N16 0 1.94 6128 0 13 1 0 0
N15 0 1.58 4965 0 6 0 0 0
N14B 0 2.30 7261 0 13 1 0 0
N14A 0 2.19 6916 3 16 5 0 0
N13 0 2.07 6533 0 7 0 0 0
N12 0 1.93 6097 0 7 0 0 0
N11 0 2.11 6640 0 11 1 0 0
N10 0 1.28 4044 0 7 0 0 0
N9 0 1.52 4783 1 13 1 0 0
N8 0 1.66 5247 0 13 1 0 0
N7 0 1.31 4128 1 14 1 0 0
N6 0 1.84 5790 3 20 3 0 0
N5 0 1.32 4171 1 16 1 0 0
N4 0 2.16 6816 1 8 0 0 0
N3 0 2.66 8397 2 7 0 0 0
N2 0 2.35 7410 0 7 0 0 0
N1 0 2.00 6306 10 9 0 0 0
N50 0 1.03 3241 0 10 1 0 0
N49 0 1.23 3890 0 6 0 0 0
N51 0 1.26 3969 0 5 0 0 0
Total number of iterations for all junctions.. 300216
Minimum number of possible iterations......... 179664
Efficiency of the simulation.................. 1.67
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 9.0738 0 25 0.0000 0.9262 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.5127 0 25 0.0000 1.4873 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.2236 0 25 0.0000 2.7764 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.1465 0 26 0.0000 3.8535 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0217 0 25 0.0000 4.9783 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6102 0 25 0.0000 5.3898 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.9083 0 22 0.0000 4.0917 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2192 0 25 0.0000 4.7808 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6257 0 25 0.0000 5.3743 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0620 0 26 0.0000 5.9380 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6118 0 26 0.0000 6.3882 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2809 0 25 0.0000 0.7191 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.4089 0 25 0.0000 1.5911 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 7.6633 0 25 0.0000 2.3367 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.0941 0 25 0.0000 1.9059 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.6927 0 26 0.0000 3.3073 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0274 0 25 0.0000 2.9726 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0704 0 25 0.0000 2.9296 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.9700 5.8592 0 26 0.0000 4.1408 1.0000 0.0000 0.0000 0.0000
N35 10.0000 6.4000 5.2991 0 26 0.0000 4.7009 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.8000 4.6194 0 27 0.0000 5.3806 1.0000 0.0000 0.0000 0.0000
N33 10.0000 3.0500 4.6279 0 27 1.5779 5.3721 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5250 0 25 0.0000 2.4750 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8656 0 25 0.0000 4.1344 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5495 0 25 0.0000 3.4505 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3842 0 25 0.0000 1.6158 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7331 0 25 0.0000 3.2669 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7305 0 25 0.0000 3.2695 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7200 0 27 0.4750 4.2800 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.2187 0 27 0.9087 5.7813 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8251 0 25 0.0000 5.1749 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.6722 0 28 0.0000 6.3278 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.2175 0 28 0.0000 6.7825 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0327 0 25 0.0000 2.9673 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0730 0 25 0.0000 3.9270 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2477 0 28 0.0000 6.7523 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.2174 0 28 0.0000 6.7826 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.2249 0 27 0.8249 6.7751 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.5172 0 31 0.4822 7.4828 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1193 0 29 0.0000 6.8807 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.8910 0 29 0.0000 7.1090 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6930 0 29 0.0000 7.3070 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.5410 0 31 0.0000 7.4590 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.3488 0 32 0.0000 7.6512 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6162 0 25 0.0000 5.3838 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5251 0 25 0.0000 6.4749 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0494 0 25 0.0000 6.9506 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0347 0 25 0.0000 4.9653 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5696 0 25 0.0000 5.4304 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3270 0 25 0.0000 5.6730 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8650 0 25 0.0000 7.1350 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0247 0 32 0.0000 7.9753 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9842 0 32 0.0000 8.0158 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.8659 0 31 0.0000 8.1341 1.0000 0.0000 0.0000 0.0000
N50 10.0000 6.1000 5.7094 0 25 0.0000 4.2906 1.0000 0.0000 0.0000 0.0000
N49 10.0000 5.4000 5.0253 0 25 0.0000 4.9747 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8248 0 25 0.0000 5.1752 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 0.1344 0 25 0.4939 0 25 0.1312 9.0738 8.5127 .4346 .2817
5047 2.8812 1.4600 200.0000 0.0180 0 25 0.1533 0 22 0.0062 5.7094 4.6257 .0471 .1287
4946 2.8075 1.4227 200.0000 0.0911 0 25 0.3413 0 22 0.0324 5.0253 4.0620 .1267 .3101
5114b 3.5733 1.8108 200.0000 0.1120 0 25 0.4034 0 15 0.0313 4.8248 3.1193 .1241 .5965
4440 10.0429 4.8092 400.0000 0.1853 0 25 1.1681 0 11 0.0184 8.0941 6.6927 .2352 1.731 *
4342 9.2249 4.4176 400.0000 0.1368 0 25 0.9191 0 25 0.0148 9.2809 8.4089 .2023 .2722
4241 8.1356 3.8959 400.0000 0.2651 0 25 1.3485 0 25 0.0326 8.4089 7.7085 .2722 .2712
3736 14.9983 3.6090 400.0000 0.1455 0 25 0.7217 0 11 0.0097 7.0704 5.8592 .1761 .8481
3534 24.3602 2.4544 500.0000 1.6799 0 26 0.5594 0 20 0.0690 5.2991 4.6194 .1982 .6388
3422 2.2724 0.5750 400.0000 1.5517 0 27 0.6643 0 27 0.6829 4.6194 4.3366 .7985 .3414
3130 13.5508 2.2744 300.0000 0.2185 0 25 0.3928 0 15 0.0161 7.5250 5.8656 .0833 .5519
3024 0.4621 2.9058 450.0000 0.4376 0 56 2.6709 0 56 0.9468 5.8656 4.2187 3.701 3.019
3036 6.7857 1.4251 400.0000 0.8155 0 26 0.3097 0 26 0.1202 5.8656 5.8592 .6139 .8481
2827 15.5945 3.7524 400.0000 0.2517 0 25 1.0689 0 25 0.0161 8.3842 6.7837 .2104 .2092
2726 18.5574 3.1124 300.0000 0.4764 0 25 0.2782 0 11 0.0257 6.7331 6.7305 .1103 .7683
2629 2.4524 0.5150 400.0000 0.4760 0 25 0.3825 0 25 0.1941 6.7305 6.5495 .5762 .3737
2930 11.6053 2.4373 400.0000 0.8537 0 25 0.9307 0 15 0.0736 6.5495 5.8656 .3737 .6139
2725 0.2218 2.0080 375.0000 0.2607 0 11 2.4316 0 11 1.1756 6.7331 5.7200 3.688 2.266
2524 0.2779 2.5163 375.0000 0.2533 0 11 2.4266 0 11 0.9115 5.7199 4.2187 2.266 3.623
2422 0.8401 2.9711 600.0000 0.6066 0 49 2.1335 0 49 0.7222 4.2187 3.6722 2.714 3.020
L575 4.4056 1.1111 300.0000 0.4000 0 25 0.4929 0 15 0.0908 4.8251 3.6722 .4169 .9073
2117 10.3655 2.0976 500.0000 0.2062 0 25 0.4339 0 14 0.0199 3.2175 3.2174 .4349 .5348
1714B 8.1188 0.9553 500.0000 2.1437 0 28 0.6365 0 29 0.2640 3.2174 3.1193 .6348 .5386
1716 3.1532 3.6415 1050.000 2.0698 0 16 2.3760 0 17 0.6564 3.2174 3.2254 1.397 1.786
1615 0.7725 1.7486 750.0000 1.2266 0 17 2.7604 0 17 1.5879 3.2240 2.5172 2.511 1.742
1614A 0.7872 1.7819 750.0000 0.8477 0 16 1.9116 0 16 1.0768 3.2240 2.8910 2.098 1.721
4514B 28.0567 3.5017 450.0000 0.4166 0 26 0.8856 0 13 0.0148 3.6118 3.1193 .2484 .5984
4515 0.1942 2.7467 300.0000 0.1681 0 9 2.3468 0 9 0.8655 3.6118 2.5172 3.706 4.357
1502 0.6052 1.1322 825.0000 1.3772 0 17 2.7586 0 16 2.2755 2.5178 1.9842 1.585 1.132
14A13 16.6072 0.8411 1700.000 -3.2875 0 29 -0.5961 0 29 -0.1980 2.8910 2.6930 .6065 .6429
1312 15.7543 0.6101 1400.000 3.2840 0 29 0.5392 0 27 0.2084 2.6930 2.5410 .5950 .6150
1211 22.0747 0.6694 1700.000 3.1675 0 31 0.3537 0 30 0.1435 2.5410 2.3488 .5065 .5934
1103 34.9730 0.7240 2000.000 3.4722 0 32 0.4188 0 32 0.0993 2.3488 2.0247 .5044 .4624
0912 7.4604 1.8954 400.0000 0.0773 0 25 0.0421 0 25 0.0104 3.5251 2.5410 .0628 1.352 *
0908 0.1628 1.4741 375.0000 0.1339 0 14 1.1996 0 14 0.8226 3.5251 3.0494 2.733 2.798
0811 6.0914 1.5476 400.0000 0.1944 0 25 0.2763 0 17 0.0319 3.0494 2.3488 .1236 .8719
0804 0.2208 1.3886 450.0000 0.2377 0 13 1.4852 0 13 1.0761 3.0494 2.8650 2.332 2.589
0201 142.3584 2.9703 2000.000 5.8527 0 32 1.3674 0 49 0.0411 1.9842 1.8659 .4671 .4680
50b50 13.6470 6.9913 400.0000 0.0214 0 25 0.5603 0 25 0.0016 5.9083 5.7094 .0208 .0235
49b40 13.6470 6.9913 400.0000 0.0926 0 25 0.8792 0 25 0.0068 5.2191 5.0253 .0479 .0634
51b50 13.6470 6.9913 400.0000 0.1136 0 25 1.0245 0 25 0.0083 5.0217 4.8248 .0541 .0621
L610 0.3758 2.3626 450.0000 0.3493 0 59 2.1799 0 59 0.9296 4.6278 3.6722 4.506 4.027
5352o 1.1925 2.1371 300.0000 0.2528 0 25 1.1788 0 25 0.2120 8.5127 7.2236 .3755 .4120
5352u 0.0273 1.5423 150.0000 0.0365 1 2 2.0878 1 2 1.3378 8.5127 7.2236 7.417 7.490
5238o 1.6591 2.2063 400.0000 0.2621 0 25 1.0849 0 25 0.1580 7.2236 6.1465 .3090 .3662
5238u 0.0735 1.8497 225.0000 0.0742 0 11 1.8278 0 11 1.0086 7.2236 6.1465 4.993 5.095
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1465 5.0217 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0613 0 25 1.5021 0 25 0.9248 6.1465 5.0217 5.095 5.429
5148u 0.0407 1.0234 225.0000 0.0678 0 58 1.6724 1 0 1.6651 5.0217 4.6102 5.429 4.489
5049u 0.0573 1.4423 225.0000 0.0540 0 21 1.4008 0 26 0.9410 5.9083 5.2192 .9258 .9740
4948u 0.0590 1.4830 225.0000 0.0695 0 25 1.7060 0 12 1.1791 5.2192 4.6102 5.418 4.489
4845o 2.5500 1.2922 200.0000 0.0181 0 25 0.0371 0 36 0.0071 4.6102 3.6118 .0509 .5590
4845u 0.1309 1.8523 300.0000 0.1071 0 8 1.5943 0 6 0.8176 4.6102 3.6118 3.367 3.706
4746o 17.3588 2.8540 400.0000 0.0104 0 25 0.1457 0 25 0.0006 4.6257 4.0620 .0643 .1551
4746u 0.1498 2.1194 300.0000 0.0995 0 22 1.3872 0 22 0.6644 4.6257 4.0620 3.419 3.540
4645o 15.8729 2.3953 400.0000 0.0793 0 26 0.3006 0 26 0.0050 4.0620 3.6118 .1551 .2795
4645u 0.1105 1.5637 300.0000 0.0965 0 27 1.3433 0 27 0.8730 4.0620 3.6118 3.540 3.706
4140o 7.7278 3.7006 400.0000 0.0595 0 25 0.7516 0 23 0.0077 7.6633 6.6927 .1582 .2318
4140u 0.3099 2.8063 375.0000 0.2069 0 22 1.8532 0 22 0.6675 7.6633 6.6927 2.835 2.913
4038o 9.0986 2.1894 400.0000 0.1911 0 26 0.4075 0 26 0.0210 6.6927 6.1465 .2318 .3662
4038u 0.2678 1.6839 450.0000 0.2348 0 25 1.4780 0 8 0.8766 6.6927 6.1465 2.428 2.547
3938o 6.1031 3.1253 400.0000 0.0752 0 25 0.4349 0 11 0.0123 7.0274 6.1465 .0686 .3662
3938u 0.0261 1.4762 150.0000 0.0269 0 10 1.4789 0 10 1.0304 7.0274 6.1465 6.849 7.643
3836o 9.9729 2.0945 400.0000 0.6688 0 26 0.3361 0 26 0.0671 6.1465 5.8592 .3662 .8481
3836u 0.3282 2.0635 450.0000 0.2595 0 12 1.6918 1 2 0.7909 6.1465 5.8592 2.547 3.087
3635o 350.7969 7.2605 1200.000 1.7034 0 26 0.8395 0 22 0.0049 5.8592 5.2991 .0744 .0826
3635u 0.6696 4.2102 450.0000 0.3420 1 1 2.1362 1 1 0.5107 5.8592 5.2991 3.087 2.886
3533u 0.5928 3.7276 450.0000 0.3476 0 59 2.5532 0 7 0.5864 5.2991 4.6279 2.886 4.506
2217o 14.0423 2.7133 500.0000 1.8290 0 28 1.0511 0 28 0.1302 3.6722 3.2194 .5444 .5388
2217u 0.6241 1.4127 750.0000 1.2516 0 49 2.7666 0 49 2.0054 3.6722 3.2174 2.416 1.956
2019o 11.6942 3.9474 300.0000 0.2974 0 25 0.7921 0 23 0.0254 7.0327 6.0730 .1088 .2434
2019u 0.6375 4.0085 450.0000 0.4167 0 32 2.6042 0 32 0.6536 7.0327 6.0730 2.294 3.495
1918o 18.5045 3.0423 400.0000 0.1636 0 25 0.1556 0 25 0.0088 6.0730 3.2477 .1826 .6191
1918u 0.9440 3.3387 600.0000 0.8495 0 25 2.9772 0 25 0.8999 6.0730 3.2477 2.621 2.246
1817o 9.1593 1.0777 500.0000 0.9538 0 26 0.5718 0 22 0.1041 3.2477 3.2174 .4953 .5348
1817u 0.5070 1.7932 600.0000 0.5355 0 12 1.8852 0 12 1.0562 3.2477 3.2174 2.246 2.445
1009o 8.3091 2.9923 300.0000 0.0382 0 25 0.3506 0 25 0.0046 4.6162 3.5251 .0540 .0838
1009u 0.2415 2.1864 375.0000 0.1840 0 22 1.6710 0 11 0.7619 4.6162 3.5251 2.709 2.733
0706o 7.2322 2.5983 300.0000 0.1163 0 25 0.3945 0 12 0.0161 5.0347 4.5696 .1156 .2319
0706u 0.1248 1.7661 300.0000 0.0887 0 12 1.2360 0 12 0.7104 5.0347 4.5696 3.449 3.565
0604o 9.6606 3.5611 300.0000 0.5198 0 25 1.1221 0 25 0.0538 4.5696 2.8693 .2319 .2310
0604u 0.3116 2.8210 375.0000 0.3051 0 12 2.7417 0 12 0.9792 4.5696 2.8650 2.852 3.106
0504o 8.6316 3.1529 300.0000 0.0909 0 25 0.4066 0 22 0.0105 4.3270 2.8650 .0898 .2168
0504u 0.1541 2.1802 300.0000 0.1347 0 13 1.8816 0 13 0.8744 4.3270 2.8650 3.423 3.883
0403o 9.0589 2.2976 400.0000 0.4073 0 25 0.6823 0 25 0.0450 2.8650 2.0558 .1626 .1394
0403u 1.9283 4.3647 750.0000 1.1250 0 23 2.6571 0 15 0.5834 2.8650 2.0247 1.553 1.233
0302o 2.9365 0.3240 300.0000 2.7513 0 32 0.6624 0 29 0.9369 2.0247 1.9842 .6824 .5806
0302u 3.2556 3.6173 600.0000 0.7563 0 44 0.8389 0 44 0.2323 2.0247 1.9842 1.541 1.557
14b14ao 75.9084 3.3944 500.0000 2.5069 0 29 0.3518 0 16 0.0330 3.1193 2.8910 .2586 .7820
14b14au 0.1270 1.7965 300.0000 0.1198 0 15 1.6664 0 15 0.9432 3.1193 2.8910 4.397 4.303
FREE # 1 Undefnd Undefnd Undefn 5.9103 0 31
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
5453 0.1667 2.7500 0.0000 117.0833 0.0902 0.2722 0.0707
5047 82.0833 7.4444 0.0000 30.4722 0.0163 0.1607 0.0019
4946 62.7292 14.8651 0.0000 42.4058 0.0403 0.3989 0.0096
5114b 45.9722 31.0000 0.0000 43.0278 0.0626 0.6274 0.0121
4440 0.1667 48.7222 0.0000 71.1111 0.1439 1.0208 0.0750
4342 0.1667 119.8333 0.0000 0.0000 0.0460 0.1488 0.0872
4241 0.1667 0.0000 0.0000 119.8333 0.0535 0.1969 0.1463
3736 0.1667 50.7889 0.0000 69.0444 0.1151 1.5492 0.0382
3534 87.0278 32.1389 0.0000 0.8333 0.1918 3.8958 0.0893
3422 17.8333 0.0000 0.0000 102.1667 0.2259 2.3384 0.1513
3130 0.1667 43.0556 0.0000 76.7778 0.0868 1.7434 0.0119
3024 0.1667 47.3704 0.0000 72.4630 0.1344 0.1663 3.4104
3036 71.3611 45.0000 3.6389 0.0000 0.1482 2.6332 0.0905
2827 0.1667 0.0000 0.0000 119.8333 0.0413 0.2356 0.0896
2726 89.5417 30.4583 0.0000 0.0000 0.1193 2.4110 0.0259
2629 0.2500 119.7500 0.0000 0.0000 0.1013 1.2454 0.0726
2930 0.2500 42.0000 0.0000 77.7500 0.1009 1.2503 0.1350
2725 0.1667 119.8333 0.0000 0.0000 0.1085 0.1139 2.1352
2524 0.1667 47.3819 0.0000 72.4514 0.1122 0.1141 2.1025
2422 0.1667 119.8333 0.0000 0.0000 0.1679 0.2909 3.4682
L575 0.1667 36.0000 0.0000 83.8333 0.1063 1.8483 0.0578
2117 3.0278 32.5556 0.0000 84.4167 0.2294 2.3611 0.0213
1714B 81.8889 33.4444 4.6667 0.0000 0.1465 3.3689 0.1867
1716 0.1667 116.2917 0.0000 3.5417 0.2938 0.8902 3.7178
1615 0.1667 119.8333 0.0000 0.0000 0.2277 0.4521 4.2370
1614A 5.0000 66.3333 48.6667 0.0000 0.2282 0.4586 2.4302
4514B 71.8611 38.2778 0.0000 9.8611 0.0951 1.7380 0.0677
4515 0.1667 119.8333 0.0000 0.0000 0.0839 0.0728 2.3834
1502 0.1667 119.8333 0.0000 0.0000 0.2337 0.5471 2.6883
14A13 6.7500 113.2500 0.0000 0.0000 0.3707 5.5150 0.6316
1312 6.7500 113.2500 0.0000 0.0000 0.3206 6.3403 0.4438
1211 7.0833 112.9167 0.0000 0.0000 0.4656 8.9890 0.3295
1103 0.1667 119.8333 0.0000 0.0000 0.3493 8.2908 0.4044
0912 102.3056 17.6944 0.0000 0.0000 0.1808 1.9064 0.0087
0908 0.1667 119.8333 0.0000 0.0000 0.1049 0.1137 1.2258
0811 96.9167 18.8889 0.0000 4.1944 0.1632 1.7017 0.0212
0804 0.1667 119.8333 0.0000 0.0000 0.1297 0.1634 1.3153
0201 0.1667 119.8333 0.0000 0.0000 0.3533 6.9712 0.8722
50b50 113.2738 6.7262 0.0000 0.0000 0.0080 0.0386 0.0045
49b40 95.0278 24.9722 0.0000 0.0000 0.0217 0.1054 0.0195
51b50 71.2500 48.7500 0.0000 0.0000 0.0228 0.1109 0.0238
L610 0.1667 119.8333 0.0000 0.0000 0.1259 0.1665 3.6135
5352o 66.3611 19.1111 0.0000 34.5278 0.1051 0.2144 0.1392
5352u 0.1667 119.8333 0.0000 0.0000 0.0454 0.0184 1.6985
5238o 78.5764 38.1458 0.0000 3.2778 0.1172 0.2430 0.1446
5238u 0.1667 119.8333 0.0000 0.0000 0.0634 0.0411 1.9645
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 1.7760
5148u 0.1667 119.8333 0.0000 0.0000 0.0646 0.0409 1.5486
5049u 4.0000 27.5000 0.0000 88.5000 0.0666 0.0388 0.2959
4948u 0.2500 119.7500 0.0000 0.0000 0.0638 0.0410 1.9006
4845o 86.3056 33.6944 0.0000 0.0000 0.0549 0.5498 0.0020
4845u 1.0000 119.0000 0.0000 0.0000 0.0912 0.0728 1.5176
4746o 112.5556 7.4444 0.0000 0.0000 0.0206 0.0723 0.0063
4746u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.4300
4645o 102.0000 18.0000 0.0000 0.0000 0.0416 0.2640 0.0261
4645u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.4592
4140o 114.2500 4.5833 0.0000 1.1667 0.0371 0.0985 0.0470
4140u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1140 1.9607
4038o 102.8333 17.1667 0.0000 0.0000 0.0613 0.4692 0.0487
4038u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 1.6367
3938o 83.5000 35.1786 0.0000 1.3214 0.0761 0.3842 0.0167
3938u 0.2500 119.7500 0.0000 0.0000 0.0433 0.0184 1.3221
3836o 74.3741 45.6259 0.0000 0.0000 0.1245 1.9900 0.0816
3836u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1657 1.7767
3635o 84.0833 9.3611 0.0000 26.5556 0.0511 2.0727 0.0774
3635u 0.1667 119.8333 0.0000 0.0000 0.1235 0.1666 2.2241
3533u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1640 3.1532
2217o 82.8819 2.2222 0.0000 34.8958 0.1148 1.7405 0.2846
2217u 0.1667 119.8333 0.0000 0.0000 0.2129 0.4527 3.4219
2019o 108.7222 8.1389 0.0000 3.1389 0.0493 0.4890 0.0314
2019u 0.1667 119.8333 0.0000 0.0000 0.1350 0.1659 2.5090
1918o 110.3056 9.6944 0.0000 0.0000 0.0640 1.1094 0.0241
1918u 0.1667 119.8333 0.0000 0.0000 0.1679 0.2912 4.3321
1817o 83.5833 20.6944 0.0000 15.7222 0.1134 2.4916 0.1073
1817u 0.1667 119.8333 0.0000 0.0000 0.1825 0.2964 1.9796
1009o 114.8333 5.1667 0.0000 0.0000 0.0182 0.1098 0.0071
1009u 0.1667 119.8333 0.0000 0.0000 0.1083 0.1139 1.6805
0706o 95.1875 24.2500 0.0000 0.5625 0.0416 0.3200 0.0189
0706u 0.1667 119.8333 0.0000 0.0000 0.0895 0.0727 1.2536
0604o 91.0833 0.0000 0.0000 28.9167 0.0555 0.4635 0.0778
0604u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1135 2.6879
0504o 103.0278 9.3333 0.0000 7.6389 0.0367 0.2750 0.0152
0504u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0730 1.8598
0403o 109.9841 1.0556 0.0000 8.9603 0.0601 0.5969 0.0412
0403u 0.1667 119.8333 0.0000 0.0000 0.2220 0.4604 2.5039
0302o 90.8333 14.8333 0.0000 14.3333 0.1345 4.2307 0.1232
0302u 0.1667 119.8333 0.0000 0.0000 0.3110 0.9868 0.6707
14b14ao 87.5833 32.4167 0.0000 0.0000 0.1628 8.6840 0.0752
14b14au 30.1667 89.8333 0.0000 0.0000 0.0839 0.0727 1.8301
*===========================================*
| 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 0.0280 201.8424 0.0006 0.9981 0.3781 0.0424 0.1085 3.7753
5047 0.0007 4.9879 0.0001 0.4524 0.4120 0.0011 0.0110 0.0350
4946 0.0086 61.6835 0.0004 0.6723 0.5480 0.0066 0.0648 0.0350
5114b 0.0196 141.3613 0.0005 0.7878 0.5753 0.0186 0.1846 0.0350
4440 0.0370 266.7575 0.0009 0.9981 0.6269 0.0745 0.4938 1.5101
4342 0.0274 197.0820 0.0006 0.9981 0.9069 0.0242 0.0526 1.5101
4241 0.0527 379.3663 0.0012 0.9981 1.1598 0.0279 0.0692 1.5101
3736 0.0295 212.0863 0.0007 0.9981 0.4503 0.0535 0.6491 1.6779
3534 0.1641 1181.2324 0.0069 0.3956 0.1474 0.0483 0.8773 0.0450
3422 0.1640 1181.0421 0.0064 0.8163 0.3892 0.0544 0.5518 0.0450
3130 0.0430 309.4151 0.0010 0.9981 0.6751 0.0324 0.6485 2.9363
3024 0.1669 1201.6388 0.0020 0.9981 1.1205 0.0876 0.1039 1.0906
3036 0.0520 374.1555 0.0062 0.5812 0.0330 0.0676 1.0271 0.0213
2827 0.0504 363.0733 0.0012 0.9981 1.0656 0.0215 0.0834 1.6779
2726 0.0488 351.6574 0.0022 0.3775 0.1021 0.0551 0.6026 0.0200
2629 0.0574 412.9690 0.0020 0.9981 0.1838 0.0401 0.3030 2.9363
2930 0.1407 1012.7999 0.0038 0.9981 0.5707 0.0472 0.4245 1.6779
2725 0.0910 654.8945 0.0012 0.9981 1.0210 0.0768 0.0714 1.0906
2524 0.0905 651.8736 0.0013 0.9943 1.1921 0.0732 0.0683 0.0130
2422 0.2580 1857.4334 0.0029 0.9981 0.6526 0.1223 0.1984 1.0906
L575 0.0783 564.0590 0.0020 0.9981 0.3489 0.0430 0.5328 3.7753
2117 0.0435 313.5440 0.0017 0.9794 0.6384 0.0592 0.5991 0.0200
1714B 0.2132 1535.0169 0.0093 0.4543 0.0867 0.0416 0.7523 0.0218
1716 0.8437 6074.5869 0.0106 0.9981 0.8312 0.2094 0.5601 1.0906
1615 0.5564 4006.4188 0.0072 0.9981 0.6889 0.1670 0.3440 1.0906
1614A 0.2875 2069.7042 0.0060 0.9638 0.3052 0.1437 0.3051 0.0130
4514B 0.0751 540.9104 0.0018 0.5857 0.2435 0.0327 0.4986 0.0219
4515 0.0836 601.7640 0.0011 0.9981 0.7942 0.0683 0.0588 1.0906
1502 0.6398 4606.5042 0.0078 0.9981 0.9165 0.1836 0.3743 1.0906
14A13 -0.5973 -4300.313 0.0135 0.9505 0.0040 0.2259 1.9015 0.1223
1312 0.5983 4307.7130 0.0133 0.9499 0.1197 0.1724 2.0508 0.1181
1211 0.5949 4283.3256 0.0126 0.9483 0.0818 0.2112 3.1829 0.1233
1103 0.7101 5113.0313 0.0141 0.9981 0.1258 0.2229 2.9166 10.4869
0912 0.0039 28.1522 0.0004 0.2084 0.0087 0.0751 0.7831 0.0450
0908 0.0414 298.3958 0.0006 0.9981 0.6140 0.0697 0.0587 1.1745
0811 0.0167 120.1994 0.0008 0.2795 0.0785 0.0420 0.4316 0.0450
0804 0.0669 481.9548 0.0012 0.9981 0.5366 0.0891 0.0949 1.0906
0201 1.7639 12700.204 0.0292 0.9981 0.4545 0.2303 2.5389 3.3559
50b50 0.0007 4.9760 0.0001 0.0787 0.1505 0.0007 0.0031 0.0100
49b40 0.0090 64.5585 0.0005 0.3138 0.5749 0.0048 0.0207 0.0100
51b50 0.0199 143.3172 0.0005 0.5952 1.1618 0.0083 0.0390 0.0100
L610 0.1545 1112.2474 0.0017 0.9981 0.5617 0.0952 0.1205 1.0067
5352o 0.0419 301.6677 0.0010 0.6507 0.6918 0.0348 0.0678 0.0350
5352u 0.0169 121.3982 0.0002 0.9981 0.9815 0.0337 0.0142 1.1745
5238o 0.0352 253.4602 0.0011 0.5054 0.3791 0.0365 0.0725 0.0350
5238u 0.0345 248.7342 0.0004 0.9981 0.8983 0.0476 0.0294 1.0906
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0033 0.0061 0.0350
3851u 0.0313 225.6867 0.0004 0.9981 0.6438 0.0496 0.0313 1.0906
5148u 0.0316 227.8246 0.0005 0.9981 0.6542 0.0504 0.0319 1.1745
5049u 0.0136 97.5995 0.0003 0.9714 1.1492 0.0391 0.0159 0.0140
4948u 0.0256 184.2022 0.0005 0.9981 0.4920 0.0459 0.0292 1.1745
4845o 0.0037 26.9500 0.0001 0.4156 0.0424 0.0205 0.2046 0.0350
4845u 0.0536 385.5756 0.0007 0.9952 0.7247 0.0632 0.0530 0.6239
4746o 0.0003 1.8688 0.0000 0.0863 0.0145 0.0019 0.0056 0.0223
4746u 0.0485 349.5239 0.0005 0.9981 0.7773 0.0536 0.0398 1.0906
4645o 0.0041 29.5212 0.0003 0.2183 0.0368 0.0112 0.0605 0.0217
4645u 0.0539 387.8990 0.0005 0.9981 0.3748 0.0601 0.0509 1.1745
4140o 0.0015 10.5130 0.0003 0.0666 0.0489 0.0032 0.0068 0.0189
4140u 0.0512 368.7883 0.0010 0.9981 0.8739 0.0664 0.0598 1.0906
4038o 0.0092 66.5320 0.0008 0.2091 0.0470 0.0140 0.0878 0.0184
4038u 0.0899 647.0136 0.0015 0.9981 0.5904 0.0863 0.1072 1.0906
3938o 0.0091 65.2319 0.0003 0.4467 0.1397 0.0248 0.1234 0.0250
3938u 0.0103 74.2711 0.0002 0.9981 0.5231 0.0317 0.0134 1.0067
3836o 0.0894 643.9987 0.0028 0.5536 0.0856 0.0504 0.7411 0.0209
3836u 0.1019 733.9699 0.0019 0.9981 0.6461 0.0883 0.1122 1.0906
3635o 0.1695 1220.5388 0.0070 0.4327 0.4369 0.0124 0.3191 0.0350
3635u 0.1391 1001.1874 0.0020 0.9981 0.9662 0.0883 0.1122 1.0067
3533u 0.1544 1111.4011 0.0019 0.9981 1.0609 0.0876 0.1113 1.0067
2217o 0.2190 1576.9654 0.0076 0.4419 0.3090 0.0332 0.3394 0.0221
2217u 0.4641 3341.2976 0.0071 0.9981 0.7513 0.1588 0.3069 1.0906
2019o 0.0158 113.9456 0.0012 0.1383 0.1704 0.0041 0.0407 0.0200
2019u 0.1211 871.7173 0.0019 0.9981 1.5205 0.0874 0.0783 1.0906
1918o 0.0054 38.9685 0.0007 0.1136 0.0097 0.0170 0.2550 0.0216
1918u 0.2417 1740.4576 0.0033 0.9981 1.1366 0.1177 0.1533 1.0906
1817o 0.1594 1147.7617 0.0039 0.4343 0.1653 0.0342 0.5197 0.0214
1817u 0.1517 1092.2566 0.0042 0.9981 0.5419 0.1290 0.1942 1.0906
1009o 0.0009 6.7232 0.0002 0.0593 0.0428 0.0014 0.0079 0.0215
1009u 0.0443 319.1475 0.0010 0.9981 1.0536 0.0632 0.0478 1.1745
0706o 0.0096 68.7876 0.0005 0.3065 0.1638 0.0082 0.0560 0.0212
0706u 0.0316 227.6457 0.0005 0.9981 0.6674 0.0591 0.0412 1.0906
0604o 0.0536 386.0502 0.0022 0.3537 0.4809 0.0118 0.0850 0.0211
0604u 0.1176 846.4515 0.0014 0.9981 1.3313 0.0777 0.0699 1.0906
0504o 0.0041 29.6263 0.0004 0.1999 0.1854 0.0031 0.0207 0.0210
0504u 0.0395 284.1061 0.0006 0.9981 0.7938 0.0583 0.0412 1.0906
0403o 0.0157 113.2579 0.0017 0.1187 0.1042 0.0047 0.0463 0.0450
0403u 0.3520 2534.4180 0.0049 0.9981 1.1267 0.1466 0.2501 1.0906
0302o 0.3111 2240.1444 0.0114 0.3509 0.1779 0.0289 0.7845 0.0268
0302u 0.7699 5543.2197 0.0044 0.9981 0.2080 0.1938 0.6271 0.5873
14b14ao 0.2724 1961.5312 0.0104 0.3877 0.1056 0.0333 1.5481 0.0350
14b14au 0.0371 266.9133 0.0008 0.8626 0.2446 0.0576 0.0510 0.0140
FREE # 1 1.7643 12702.746
*===============================================================*
| 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 0.1344 0.0000 0.5497 0.1114 0.1487 9.0737 8.5127 Max Flow
5047 0.0180 0.0000 0.2089 0.0065 0.0091 5.7094 4.6229 Max Flow
4946 0.0911 0.0000 0.2241 0.0204 0.0252 5.0253 4.0573 Max Flow
5114b 0.1120 0.0000 0.1072 0.0237 0.0248 4.8248 3.0986 Max Flow
4440 0.1852 0.0000 0.0092 0.1194 0.0939 8.0941 6.6868 Max Flow
4342 0.1365 0.0000 0.3975 0.1062 0.0808 9.2809 8.4089 Max Flow
4241 0.2650 0.0000 0.6992 0.1370 0.1085 8.4089 7.7085 Max Flow
3736 0.1455 0.0000 0.0035 0.0826 0.0700 7.0704 5.8574 Max Flow
3534 1.6799 0.0000 0.0997 0.0899 0.0991 5.2991 4.6073 Max Flow
3422 1.5513 0.0000 0.2601 0.1365 0.3166 4.6193 4.3365 Max Flow
3130 0.2185 0.0000 0.0280 0.0230 0.0249 7.5250 5.8638 Max Flow
3024 0.4375 1.2420 1.1317 0.4264 0.3492 5.7244 3.3745 Max Flow
3036 0.8154 0.0000 0.0114 0.1640 0.1912 5.8655 5.8592 Max Flow
2827 0.2516 0.0000 1.5972 0.1027 0.0837 8.3842 6.7837 Max Flow
2726 0.4747 0.0000 0.0027 0.0387 0.0327 6.7330 6.7293 Max Flow
2629 0.4759 0.0000 0.1708 0.1302 0.2199 6.7304 6.5494 Max Flow
2930 0.8535 0.0000 0.2064 0.1673 0.1493 6.5495 5.8651 Max Flow
2725 0.2606 0.8528 0.6081 0.3506 0.3750 6.7068 5.2197 Max Flow
2524 0.2533 0.5074 1.4696 0.3486 0.2813 5.2301 3.2228 Max Flow
2422 0.5893 0.2261 0.3518 0.4989 0.3706 4.1104 3.5332 Max Flow
L575 0.4000 0.0000 0.1521 0.1057 0.1250 4.8251 3.6412 Max Flow
2117 0.2062 0.0000 0.0005 0.0350 0.0458 3.1675 3.1673 Max Flow
1714B 2.1435 0.0000 0.0875 0.2411 0.3245 3.2173 3.1193 Max Flow
1716 2.0675 -0.1780 0.1696 0.8178 0.6203 3.0534 3.0604 Max Flow
1615 1.2265 0.4341 0.3239 0.6671 0.7500 3.0653 2.3057 Max Flow
1614A 0.8475 0.4160 0.0575 0.5705 0.7500 3.0402 2.5641 Max Flow
4514B 0.4166 0.0000 0.0229 0.1239 0.1115 3.6118 3.1077 Max Flow
4515 0.1680 0.5906 0.9416 0.2879 0.2156 3.5245 1.9890 Max Flow
1502 1.3772 -0.2123 0.8123 0.7011 0.8250 2.3036 1.7334 Max Flow
14A13 0.0257 0.0000 0.0070 0.0848 0.1593 2.0662 2.0589 Max Flow
1312 3.2823 0.0000 0.1658 0.5224 0.8298 2.6930 2.5287 Max Flow
1211 3.1661 0.0000 0.1992 0.4987 0.8361 2.5409 2.3454 Max Flow
1103 3.4670 0.0000 0.3161 0.5106 1.0098 2.3487 2.0246 Max Flow
0912 0.0773 0.0000 0.0018 0.0181 0.0243 3.5251 2.3962 Max Flow
0908 0.1339 0.1599 0.3312 0.2699 0.2591 3.5025 3.0112 Max Flow
0811 0.1944 0.0000 0.0436 0.0340 0.0493 3.0494 2.2236 Max Flow
0804 0.2377 0.1967 0.3431 0.3432 0.4500 3.0023 2.4580 Max Flow
0201 5.8486 0.0000 0.1205 0.7491 0.9332 1.9842 1.8631 Max Flow
50b50 0.0214 0.0000 0.1977 0.0113 0.0050 5.9069 5.7093 Max Flow
49b40 0.0925 0.0000 0.1277 0.0334 0.0186 5.2191 5.0253 Max Flow
51b50 0.1135 0.0000 0.1621 0.0381 0.0208 5.0216 4.8248 Max Flow
L610 0.3493 0.6587 0.6300 0.4029 0.3433 3.8336 2.5375 Max Flow
5352o 0.2528 0.0000 1.1333 0.1256 0.1126 8.5127 7.2236 Max Flow
5352u 0.0365 0.0813 2.0867 1.0073 0.1500 8.4076 6.2378 Max Flow
5238o 0.2620 0.0000 0.8820 0.1286 0.1235 7.2236 6.1432 Max Flow
5238u 0.0740 0.1528 1.0688 0.2112 0.1859 7.1180 5.8703 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0613 0.1545 0.9730 0.2010 0.1708 6.1458 5.0189 Max Flow
5148u 0.0677 0.2049 0.5340 0.2074 0.2250 4.9394 4.1950 Max Flow
5049u 0.0540 0.1492 0.5423 0.1918 0.1736 5.9075 5.2172 Max Flow
4948u 0.0695 0.0788 0.5288 0.2085 0.2250 5.2191 4.6101 Max Flow
4845o 0.0181 0.0000 0.0038 0.0066 0.0098 4.6102 3.6116 Max Flow
4845u 0.1070 0.3766 0.7206 0.2524 0.2062 4.3491 3.2424 Max Flow
4746o 0.0104 0.0000 0.0370 0.0271 0.0246 4.6257 4.0613 Max Flow
4746u 0.0995 0.3213 0.2570 0.2445 0.1788 4.6045 4.0260 Max Flow
4645o 0.0793 0.0000 0.0827 0.0643 0.0618 4.0620 3.6118 Max Flow
4645u 0.0965 0.0819 0.3686 0.2412 0.2171 4.0620 3.6117 Max Flow
4140o 0.0594 0.0000 0.3866 0.0759 0.0631 7.6632 6.6887 Max Flow
4140u 0.2069 0.5751 0.4361 0.3283 0.2241 7.6165 6.6052 Max Flow
4038o 0.1911 0.0000 0.1512 0.0921 0.0925 6.6927 6.1464 Max Flow
4038u 0.2348 0.0942 0.4525 0.3412 0.3268 6.6922 6.1458 Max Flow
3938o 0.0752 0.0000 0.0306 0.0289 0.0267 7.0274 6.1420 Max Flow
3938u 0.0267 0.3721 0.9960 0.1407 0.1267 6.9560 5.5710 Max Flow
3836o 0.6686 0.0000 0.0343 0.1496 0.1464 6.1464 5.8592 Max Flow
3836u 0.2595 0.0992 0.3256 0.3577 0.3019 6.0180 5.5941 Max Flow
3635o 1.7033 0.0843 0.4397 0.0989 0.0872 5.8592 5.2988 Max Flow
3635u 0.3420 0.8516 0.1210 0.4002 0.2278 5.6135 4.6377 Max Flow
3533u 0.3476 0.4158 0.4750 0.4023 0.2477 4.6926 3.8018 Max Flow
2217o 1.8289 0.0000 0.4499 0.2694 0.2706 3.6722 3.2194 Max Flow
2217u 1.2504 0.3952 0.4211 0.6711 0.7500 3.4522 2.6336 Max Flow
2019o 0.2974 0.0000 0.2674 0.0453 0.0323 7.0327 6.0680 Max Flow
2019u 0.4167 1.1702 0.6334 0.4220 0.2653 6.9989 5.1798 Max Flow
1918o 0.1634 0.0000 0.0423 0.0855 0.0726 6.0730 3.2383 Max Flow
1918u 0.8495 0.7676 2.0674 0.5618 0.4453 6.0715 3.2345 Max Flow
1817o 0.9538 0.0000 0.0382 0.1788 0.2415 3.2439 3.2085 Max Flow
1817u 0.5355 0.1501 0.1658 0.4782 0.5305 3.0218 2.7001 Max Flow
1009o 0.0382 0.0000 0.5599 0.0170 0.0156 4.6162 3.5241 Max Flow
1009u 0.1840 0.4692 0.6250 0.3133 0.2451 4.6070 3.5129 Max Flow
0706o 0.1163 0.0000 0.1320 0.0358 0.0345 5.0347 4.5693 Max Flow
0706u 0.0886 0.2614 0.2445 0.2317 0.1868 5.0171 4.5122 Max Flow
0604o 0.5196 0.0000 1.7009 0.0888 0.0693 4.5695 2.8693 Max Flow
0604u 0.3051 0.5146 1.7002 1.0055 0.3006 4.5055 2.2869 Max Flow
0504o 0.0909 0.0000 0.2723 0.0303 0.0266 4.3269 2.8638 Max Flow
0504u 0.1347 0.5921 1.1916 0.2740 0.2174 4.3034 2.5187 Max Flow
0403o 0.4071 0.0000 0.8005 0.0557 0.0606 2.8650 2.0557 Max Flow
0403u 1.1250 0.7380 0.1964 0.6464 0.4115 2.8391 1.9192 Max Flow
0302o 2.7507 0.0000 0.0329 0.1364 0.2682 2.0247 1.9842 Max Flow
0302u 0.7562 0.0643 0.0027 0.2958 0.1782 1.8945 1.8271 Max Flow
14b14ao 2.5068 0.0000 0.0116 0.1406 0.1288 3.1193 2.8895 Max Flow
14b14au 0.1198 0.2982 0.1721 0.2639 0.2320 3.0188 2.5466 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 18.0000 101.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 13.8333 24.1667 82.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4946 4.8333 52.3333 62.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 4.0000 70.1667 45.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4440 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4241 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.0000 33.0000 87.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 27.5000 74.6667 17.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 20.0000 99.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 112.5000 0.0000 0.0000 0.0000 6.3333 0.0000 None
3036 0.0000 48.5000 71.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 114.3333 0.0000 0.0000 0.0000 5.6667 0.0000 None
2629 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 0.8333 41.6667 77.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 85.1667 18.0000 0.5000 0.0000 15.1667 0.0000 None
2524 0.1667 0.0000 119.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 69.8333 0.6667 0.0000 37.6667 10.6667 0.0000 None
L575 22.5000 97.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 28.1667 88.8333 3.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 38.1667 81.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 56.1667 13.1667 0.0000 36.3333 13.1667 0.0000 None
1615 0.3333 15.3333 2.1667 1.3333 51.1667 0.0000 49.6667 0.0000 None
1614A 0.0000 53.8333 0.0000 24.3333 39.0000 2.5000 0.3333 0.0000 None
4514B 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.8333 0.3333 113.6667 0.0000 0.0000 0.0000 5.1667 0.0000 None
1502 84.8333 18.0000 0.1667 0.0000 17.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 113.3333 6.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 3.5000 109.6667 6.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 113.0000 7.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.3333 119.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 12.1667 102.3333 0.0000 5.5000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 90.0000 1.1667 0.0000 23.5000 4.1667 0.0000 None
0811 1.5000 21.5000 97.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 35.5000 39.6667 0.0000 24.5000 5.8333 14.5000 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 69.8333 0.6667 0.0000 38.3333 10.0000 0.0000 None
5352o 1.6667 11.1667 107.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.1667 1.0000 116.6667 0.0000 1.6667 0.0000 0.5000 0.0000 None
5238o 2.6667 19.6667 97.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.0000 1.1667 98.3333 0.0000 0.0000 0.0000 20.5000 0.0000 None
3851o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851u 0.0000 1.1667 70.1667 0.0000 0.0000 0.0000 48.6667 0.0000 None
5148u 4.1667 0.3333 55.6667 0.0000 56.6667 0.0000 3.1667 0.0000 None
5049u 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4948u 1.1667 0.0000 64.8333 2.0000 27.1667 23.3333 1.5000 0.0000 None
4845o 0.0000 33.6667 86.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 0.3333 110.3333 0.0000 0.0000 0.0000 9.3333 0.0000 None
4746o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.8333 0.3333 83.3333 1.0000 0.0000 20.5000 14.0000 0.0000 None
4645o 0.0000 9.8333 110.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 62.6667 3.3333 0.0000 51.8333 1.0000 0.0000 None
4140o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4140u 0.0000 1.1667 101.6667 0.0000 0.0000 0.0000 17.1667 0.0000 None
4038o 0.0000 17.1667 102.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038u 0.0000 1.1667 67.8333 10.1667 0.0000 38.3333 2.5000 0.0000 None
3938o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3938u 0.3333 0.8333 73.0000 4.5000 0.0000 0.0000 41.3333 0.0000 None
3836o 0.0000 21.0000 99.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 65.1667 0.1667 0.0000 51.5000 2.0000 0.0000 None
3635o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635u 0.0000 1.0000 67.3333 3.1667 0.0000 39.8333 8.6667 0.0000 None
3533u 0.5000 0.1667 72.6667 1.6667 0.0000 35.0000 10.0000 0.0000 None
2217o 2.5000 10.5000 107.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 60.5000 20.0000 0.1667 0.0000 37.8333 0.0000 1.5000 0.0000 None
2019o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019u 0.0000 1.0000 109.1667 0.0000 0.0000 0.0000 9.8333 0.0000 None
1918o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 9.3333 27.1667 83.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.1667 47.8333 4.8333 2.3333 35.8333 28.0000 0.0000 None
1009o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.8333 0.3333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 11.8333 108.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 88.0000 0.5000 0.0000 29.3333 1.0000 0.0000 None
0604o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 4.3333 5.6667 110.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.3333 0.8333 83.8333 0.0000 0.0000 0.0000 35.0000 0.0000 None
0302o 6.6667 22.5000 90.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 2.1667 83.5000 0.0000 32.6667 0.5000 0.0000 None
14b14ao 0.0000 1.6667 118.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
14b14au 0.0000 0.0000 58.8333 4.8333 0.0000 55.6667 0.6667 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
5453 0.0000 0.0000 0.0000 0.0000
5047 6.6667 6.6667 98.1389 0.0000
4946 12.0000 12.0000 4.4884 0.0000
5114b 30.6667 30.6667 61.6611 0.0000
4440 48.7917 91.9861 71.6250 0.0000
4342 118.4167 118.4583 16.9167 0.0000
4241 0.3542 1.1042 118.1250 0.0000
3736 50.7222 52.1056 4.8250 0.0000
3534 99.7222 99.7222 0.5556 0.0000
3422 0.0000 0.0000 0.0000 0.0000
3130 42.0833 43.4167 63.6236 0.0000
3024 0.0000 0.7111 72.5583 0.0000
3036 2.2222 24.7778 0.0000 0.0000
2827 0.2833 1.7000 61.4583 0.0000
2726 108.9306 108.9583 0.0000 0.0000
2629 29.3611 29.6667 0.0000 0.0000
2930 41.9722 42.1250 0.0000 0.0000
2725 0.0000 0.0000 79.1389 0.0000
2524 2.7778 2.8917 74.3194 0.0000
2422 66.2917 70.6028 2.3750 0.0000
L575 33.8611 33.8889 0.0000 0.0000
2117 2.5278 32.1389 51.4583 0.0000
1714B 0.3611 16.7222 0.0000 0.0000
1716 67.9972 78.2163 42.5000 0.0000
1615 20.7639 54.4167 0.5417 0.0000
1614A 0.0000 8.7083 0.0000 0.0000
4514B 38.1389 38.1944 1.8214 0.0000
4515 53.8333 54.7500 8.8750 0.0000
1502 1.9167 2.3333 28.5278 0.0000
14A13 54.7500 55.6250 0.0000 0.0000
1312 66.5833 87.0278 0.2500 0.0000
1211 86.7500 108.0278 0.0000 0.0000
1103 21.5833 34.6250 0.0000 0.0000
0912 106.1389 106.1389 0.0000 0.0000
0908 86.5833 89.5625 0.0417 0.0000
0811 102.0556 102.0833 0.1667 0.0000
0804 68.3889 86.7083 0.0000 0.0000
0201 11.8302 20.9448 0.0000 0.0000
50b50 100.6587 100.6587 6.1667 0.0000
49b40 106.3889 106.4167 24.5417 0.0000
51b50 106.3214 106.3889 47.6944 0.0000
L610 60.0417 64.2500 1.0417 0.0000
5352o 18.5833 21.8403 104.4352 0.0000
5352u 3.2083 3.7500 59.0833 0.0000
5238o 105.1806 105.3194 0.4444 0.0000
5238u 62.0625 63.1597 65.0764 0.0000
3851o 0.0000 0.0000 0.0000 0.0000
3851u 58.7500 58.7500 55.1944 0.0000
5148u 0.0000 0.0000 44.9583 0.0000
5049u 10.4167 27.2222 107.2222 0.0000
4948u 61.0556 62.2222 5.1667 0.0000
4845o 109.9167 109.9167 0.0000 0.0000
4845u 46.2361 57.3750 60.2917 0.0000
4746o 97.9722 97.9722 0.0000 0.0000
4746u 63.5278 63.8194 63.2500 0.0000
4645o 105.1944 105.1944 0.0000 0.0000
4645u 62.4583 62.4583 0.0417 0.0000
4140o 96.5556 96.6667 1.0556 0.0000
4140u 71.8472 75.3056 70.1944 0.0000
4038o 98.0000 98.0000 0.0000 0.0000
4038u 60.1111 61.5972 8.2222 0.0000
3938o 107.7083 107.7361 1.3125 0.0000
3938u 58.6528 60.6944 5.5833 0.0000
3836o 108.8704 108.8704 0.0000 0.0000
3836u 29.6111 66.4444 57.1528 0.0000
3635o 0.0000 103.3333 0.0000 0.0000
3635u 0.0000 1.3750 65.3750 0.0000
3533u 58.4306 63.5417 65.2083 0.0000
2217o 76.7222 77.3889 70.3611 0.0000
2217u 0.0000 0.0000 7.5278 0.0000
2019o 8.0556 8.1111 95.5714 0.0000
2019u 55.8750 95.9583 100.1528 0.0000
1918o 98.1944 98.1944 0.0000 0.0000
1918u 80.3492 80.5159 80.7242 0.0000
1817o 0.6597 11.7500 0.0000 0.0000
1817u 0.0000 75.0417 1.8750 0.0000
1009o 98.1944 98.1944 0.0000 0.0000
1009u 68.2222 90.2222 91.4861 0.0000
0706o 107.3750 107.4028 0.0000 0.0000
0706u 64.1667 86.4236 5.3750 0.0000
0604o 0.2014 0.2292 108.1167 0.0000
0604u 80.9861 82.8889 83.5972 0.0000
0504o 98.2222 98.2778 8.3611 0.0000
0504u 82.7917 83.1111 4.8194 0.0000
0403o 89.6667 89.6944 0.3968 0.0000
0403u 37.5417 70.0000 68.1944 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 2.0417 83.4028 0.0417 0.0000
14b14ao 105.1667 105.1667 0.0000 0.0000
14b14au 52.8333 54.7500 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 0.1397 0.4971 0.0748 0.0003 0.1341 0.0000 0.0021 0.2698 0.0003 0.0964 12.1405 0.0121 0.1464
5047 0.0327 0.1119 0.0327 0.0000 0.0180 0.0000 0.0000 0.1606 0.0000 0.0021 7.5477 0.0021 0.0164
4946 0.0668 0.2285 0.0668 0.0000 0.0910 0.0000 0.0003 0.3983 0.0003 0.0124 17.9247 0.0124 0.0406
5114b 0.0523 0.1788 0.0523 0.0000 0.1119 0.0000 0.0007 0.6260 0.0007 0.0340 31.3012 0.0340 0.0639
4440 0.0555 0.2187 0.0226 0.0127 0.1725 0.0001 0.2294 0.7888 0.0025 10.3243 35.4982 0.1119 0.2575
4342 0.0000 0.9213 0.0000 0.0000 0.1368 0.0000 0.0000 0.1485 0.0000 0.0000 3.5636 0.0000 0.0946
4241 0.0000 1.3513 0.0000 0.0000 0.2651 0.0000 0.0000 0.1962 0.0000 0.0000 4.7085 0.0000 0.1087
3736 0.0249 0.1066 0.0249 0.0030 0.1396 0.0030 0.1198 1.3096 0.1198 5.9896 65.4777 5.9896 0.2239
3534 0.0584 0.4316 0.0584 0.0001 1.6797 0.0001 0.0019 3.8920 0.0019 0.0531 107.0288 0.0531 0.1966
3422 0.1416 0.6661 0.1416 0.0008 1.5501 0.0008 0.0056 2.3271 0.0056 0.2255 93.0830 0.2255 0.2375
3130 0.0267 0.1254 0.0267 0.0000 0.2185 0.0000 0.0008 1.7418 0.0008 0.0426 95.8012 0.0426 0.0880
3036 0.1068 0.3889 0.1068 0.0394 0.7367 0.0394 0.3687 1.8945 0.3687 6.6367 34.1008 6.6367 0.2913
2827 0.0000 1.0753 0.0000 0.0000 0.2517 0.0000 0.0000 0.2340 0.0000 0.0000 11.7010 0.0000 0.0839
2726 0.0485 0.1978 0.0485 0.0001 0.4763 0.0001 0.0018 2.4073 0.0018 0.0185 24.0735 0.0185 0.1216
2629 0.1457 0.4058 0.1457 0.0080 0.4599 0.0080 0.0550 1.1333 0.0550 2.4770 50.9987 2.4770 0.1985
2930 0.1515 0.7362 0.1515 0.0085 0.8368 0.0085 0.0558 1.1366 0.0558 2.6791 54.5588 2.6791 0.1989
L575 0.0000 0.2165 0.0000 0.0000 0.4000 0.0000 0.0000 1.8477 0.0000 0.0000 110.8637 0.0000 0.1932
2117 0.0166 0.0876 0.0166 0.0001 0.2061 0.0001 0.0048 2.3515 0.0048 0.0480 23.5154 0.0480 0.2400
1714B 0.3020 0.8928 0.2468 0.3461 1.7264 0.0712 1.1459 1.9337 0.2885 32.0845 54.1432 8.0793 0.2961
4514B 0.0818 0.3324 0.0465 0.0483 0.3662 0.0021 0.5903 1.1018 0.0452 14.1660 26.4441 1.0837 0.1946
14A13 0.3841 0.6397 0.2558 0.3317 2.9492 0.0065 0.8636 4.6102 0.0254 8.6359 46.1025 0.2544 1.1417
1312 0.2036 0.5144 0.6421 0.0621 2.6143 0.6076 0.3050 5.0818 0.9462 4.2698 71.1447 13.2473 0.8445
1211 0.0000 0.3527 0.0042 0.0000 3.1675 0.0000 0.0000 8.9796 0.0000 0.0000 332.2463 0.0000 0.9302
1103 0.2529 0.4908 0.5776 0.6612 2.5800 0.2311 2.6138 5.2569 0.4002 91.4826 183.9932 14.0062 0.9730
0912 0.0055 0.0406 0.0055 0.0000 0.0773 0.0000 0.0019 1.9027 0.0019 0.1037 104.6465 0.1037 0.1941
0811 0.0155 0.1144 0.0155 0.0000 0.1944 0.0000 0.0015 1.6987 0.0015 0.0826 93.4287 0.0826 0.1733
0201 0.1336 1.3255 0.1263 0.2769 5.4835 0.0922 2.0725 4.1370 0.7304 20.7255 41.3704 7.3040 0.9343
50b50 0.1182 0.5559 0.1182 0.0000 0.0214 0.0000 0.0000 0.0386 0.0000 0.0001 0.3857 0.0001 The text continues on section 5.