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d5y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:59.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\eagill\Develop.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\Eagle\Flows.int
Input File to Layer # 2 C:\XPS\Eagle\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=5.0 5.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 76
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 91
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 91
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 649
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 52
Number of Storage junctions in Extran (NVSE)........ 0
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 0
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 76
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 91
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
EAGLE DRIVE
DEVELOPED CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 9.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 5
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 41.8000 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 1760 540 N21#2 3536 1080 N37#1 1768 540
N37#2 3544 1080 N31#1 1768 540 N31#2 3544 1080
N28#1 1768 540 N28#2 3544 1080 N27#1 1760 540
N27#2 3516 1080 N26#1 1760 540 N26#2 1740 540
N29#1 1772 540 N29#2 3520 1080 N30#1 1772 540
N30#2 3552 1080 N54#1 1784 540 N54#2 1752 540
N53#1 1656 540 N53#2 1756 540 N52#1 1780 540
N52#2 3552 1080 N44#1 1772 540 N44#2 3628 1080
N43#1 1760 540 N43#2 1756 540 N42#1 1776 540
N42#2 3688 1080 N40#1 1780 540 N40#2 3680 1080
N39#1 1772 540 N39#2 3544 1080 N38#1 1740 540
N38#2 3524 1080 N51B#1 1780 540 N51B#2 3552 1080
N50B#1 1776 540 N50B#2 3780 1080 N47#1 1788 540
N47#2 3520 1080 N49B#1 1784 540 N49B#2 3556 1080
N45#1 1788 540 N45#2 3528 1080 N10#1 1768 540
N10#2 1748 540 N8#1 1764 540 N8#2 1744 540
N11#1 1716 540 N11#2 3524 1080 N7#1 1764 540
N7#2 1748 540 N6#1 1752 540 N6#2 1716 540
N5#1 1764 540 N5#2 1748 540 N4#1 1764 540
N4#2 1744 540 N2#1 1760 540 N2#2 3528 1080
N36#1 1768 540 N36#2 3540 1080 N35#1 1780 540
N35#2 1780 540 N23#1 1764 540 N23#2 3552 1080
N22#1 1760 540 N22#2 1756 540 N20#1 1740 540
N20#2 1668 540 N19#1 1772 540 N19#2 3504 1080
N18#1 1756 540 N18#2 3524 1080 N17#1 1776 540
N17#2 3576 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 41.8000 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 5.595348E+03 41.800
Total Infiltration 5.530120E+01 0.413
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 5.545177E+03 41.425
Total Water remaining in Surface Storage 3.218430E+00 0.024
Infiltration over the Pervious Area... 5.530120E+01 0.801
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 5.603697E+03 41.862
Total Precipitation + Initial Storage. 5.595348E+03 41.800
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............... -0.1492
****************************************************
* 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.............. 5.545177E+03 41.425
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.................. 5.528722E+03 41.302
Initial Storage + Inflow.................... 5.545177E+03 41.425
Final Storage + Outflow + Diverted GW....... 5.528722E+03 41.302
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.2976
##################################################
# 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).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.05419 0.00000 41.04452 0.00000 41.04668
Total Losses (mm)...... 0.00000 0.73664 0.00000 0.74288 0.00000 0.74157
Remaining Depth (mm)... 0.00000 0.00917 0.00000 0.01260 0.00000 0.01176
Peak Runoff Rate (cms). 0.00000 0.07747 0.00000 0.04677 0.00000 0.07114
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.84543 41.88314 41.86830 41.92740 41.86827 41.93018
Peak Runoff Rate (cms). 0.00052 0.09784 0.04809 0.02118 0.07053 0.03210
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.84543 41.88314 41.86830 41.92740 41.86827 41.93018
Peak Runoff Rate (cms). 0.00052 0.09784 0.04809 0.02118 0.07053 0.03210
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) 41.84543 41.51011 41.86830 41.30938 41.86827 41.31173
Peak Runoff Rate (cms). 0.00052 0.17531 0.04809 0.06795 0.07053 0.10324
Unit Runoff (mm/hr).... 188.47295 192.84459 193.97141 189.73938 193.96632 190.23077
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).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.04386 0.00000 41.00716 0.00000 40.99355
Total Losses (mm)...... 0.00000 0.74327 0.00000 0.75918 0.00000 0.76290
Remaining Depth (mm)... 0.00000 0.01287 0.00000 0.03366 0.00000 0.04355
Peak Runoff Rate (cms). 0.00000 0.08740 0.00000 0.14180 0.00000 0.01578
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.86867 41.94180 41.85129 41.88053 41.84562 0.00000
Peak Runoff Rate (cms). 0.08124 0.03083 0.10955 0.08763 0.01195 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.86867 41.94180 41.85129 41.88053 41.84562 0.00000
Peak Runoff Rate (cms). 0.08124 0.03083 0.10955 0.08763 0.01195 0.00034
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) 41.86867 41.26835 41.85129 41.31284 41.84562 40.99355
Peak Runoff Rate (cms). 0.08124 0.11823 0.10955 0.22943 0.01195 0.01578
Unit Runoff (mm/hr).... 194.02723 189.06743 190.27708 179.10637 188.53629 163.65862
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).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.02071 0.00000 41.05638 0.00000 41.02824
Total Losses (mm)...... 0.00000 0.75450 0.00000 0.73510 0.00000 0.75135
Remaining Depth (mm)... 0.00000 0.02479 0.00000 0.00852 0.00000 0.02040
Peak Runoff Rate (cms). 0.00000 0.14127 0.00000 0.05691 0.00000 0.10527
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.87809 41.87641 41.88456 41.95259 41.93219 0.00000
Peak Runoff Rate (cms). 0.07099 0.11283 0.04962 0.02186 0.00054 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.87809 41.87641 41.88456 41.95259 41.93219 0.00000
Peak Runoff Rate (cms). 0.07099 0.11283 0.04962 0.02186 0.00054 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) 41.87809 41.38011 41.88456 41.29836 41.93219 41.02824
Peak Runoff Rate (cms). 0.07099 0.25410 0.04962 0.07876 0.00054 0.10527
Unit Runoff (mm/hr).... 195.21614 184.47958 195.78568 191.89072 197.15798 180.25028
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).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.03859 0.00000 41.05293 0.00000 41.04007
Total Losses (mm)...... 0.00000 0.74625 0.00000 0.73750 0.00000 0.74544
Remaining Depth (mm)... 0.00000 0.01516 0.00000 0.00957 0.00000 0.01449
Peak Runoff Rate (cms). 0.00000 0.11841 0.00000 0.02187 0.00000 0.07077
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.66382 0.00000 41.91263 41.95420 41.88419 41.99253
Peak Runoff Rate (cms). 0.00033 0.00000 0.01519 0.00761 0.06579 0.00932
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.66382 0.00000 41.91263 41.95420 41.88419 41.99253
Peak Runoff Rate (cms). 0.00033 0.00001 0.01519 0.00761 0.06579 0.00932
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) 41.66382 41.03859 41.91263 41.27825 41.88419 41.14484
Peak Runoff Rate (cms). 0.00033 0.11841 0.01519 0.02948 0.06579 0.08009
Unit Runoff (mm/hr).... 118.79660 184.48119 196.93640 191.10600 195.75767 186.37127
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).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.03979 0.00000 41.06433 0.00000 41.06991
Total Losses (mm)...... 0.00000 0.74560 0.00000 0.72916 0.00000 0.72471
Remaining Depth (mm)... 0.00000 0.01461 0.00000 0.00650 0.00000 0.00539
Peak Runoff Rate (cms). 0.00000 0.10596 0.00000 0.04274 0.00000 0.00856
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.84543 0.00000 41.89383 42.00100 41.90372 42.00165
Peak Runoff Rate (cms). 0.00052 0.00000 0.05409 0.00489 0.01897 0.00155
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.84543 0.00000 41.89383 42.00100 41.90372 42.00165
Peak Runoff Rate (cms). 0.00052 0.00001 0.05409 0.00489 0.01897 0.00155
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) 41.84543 41.03979 41.89383 41.15800 41.90372 41.20967
Peak Runoff Rate (cms). 0.00052 0.10596 0.05409 0.04763 0.01897 0.01011
Unit Runoff (mm/hr).... 188.47295 184.92486 196.35066 192.09860 196.72705 193.12014
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).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.04601 0.00000 41.01339 0.00000 41.05732
Total Losses (mm)...... 0.00000 0.74197 0.00000 0.75717 0.00000 0.73443
Remaining Depth (mm)... 0.00000 0.01201 0.00000 0.02944 0.00000 0.00825
Peak Runoff Rate (cms). 0.00000 0.03279 0.00000 0.05477 0.00000 0.03968
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.88464 41.94141 41.79641 41.90625 41.91767 41.96037
Peak Runoff Rate (cms). 0.03128 0.01215 0.04496 0.02185 0.02768 0.01372
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.88464 41.94141 41.79641 41.90625 41.91767 41.96037
Peak Runoff Rate (cms). 0.03128 0.01215 0.04496 0.02185 0.02768 0.01372
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) 41.88464 41.27882 41.79641 41.24553 41.91767 41.28308
Peak Runoff Rate (cms). 0.03128 0.04494 0.04496 0.07662 0.02768 0.05340
Unit Runoff (mm/hr).... 195.79214 189.69571 166.55283 179.44026 197.01774 191.90767
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).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.13047 0.00000 40.99543 0.00000 41.06191
Total Losses (mm)...... 0.00000 0.66859 0.00000 0.76244 0.00000 0.73103
Remaining Depth (mm)... 0.00000 0.00094 0.00000 0.04213 0.00000 0.00706
Peak Runoff Rate (cms). 0.00000 0.01032 0.00000 0.12268 0.00000 0.04145
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.89536 41.97410 41.94917 41.91893 41.92376 41.96680
Peak Runoff Rate (cms). 0.04545 0.00261 0.01956 0.03224 0.02878 0.01426
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.89536 41.97410 41.94917 41.91893 41.92376 41.96680
Peak Runoff Rate (cms). 0.04545 0.00261 0.01956 0.03224 0.02878 0.01426
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) 41.89536 41.29920 41.94917 41.16166 41.92376 41.28814
Peak Runoff Rate (cms). 0.04545 0.01293 0.01956 0.15492 0.02878 0.05572
Unit Runoff (mm/hr).... 196.42170 195.56234 197.22424 170.41258 197.09055 192.62613
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).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.00367 0.00000 41.02256 0.00000 41.01280
Total Losses (mm)...... 0.00000 0.76022 0.00000 0.75377 0.00000 0.75737
Remaining Depth (mm)... 0.00000 0.03611 0.00000 0.02367 0.00000 0.02983
Peak Runoff Rate (cms). 0.00000 0.11578 0.00000 0.05385 0.00000 0.04767
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.95597 41.92499 41.86387 0.00000 41.85826 0.00000
Peak Runoff Rate (cms). 0.01793 0.02971 0.12242 0.00000 0.11640 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.95597 41.92499 41.86387 0.00000 41.85826 0.00000
Peak Runoff Rate (cms). 0.01793 0.02971 0.12242 0.00347 0.11640 0.00330
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) 41.95597 41.16951 41.86387 41.02256 41.85826 41.01280
Peak Runoff Rate (cms). 0.01793 0.14549 0.12242 0.05385 0.11640 0.04767
Unit Runoff (mm/hr).... 197.23629 173.72675 193.21698 177.69383 192.06090 173.05864
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).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 40.98987 0.00000 41.01387 0.00000 40.96099
Total Losses (mm)...... 0.00000 0.76378 0.00000 0.75701 0.00000 0.76922
Remaining Depth (mm)... 0.00000 0.04636 0.00000 0.02912 0.00000 0.06979
Peak Runoff Rate (cms). 0.00000 0.32904 0.00000 0.04686 0.00000 0.12094
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.76110 41.97134 41.85663 0.00000 41.82716 0.00000
Peak Runoff Rate (cms). 0.00041 0.03486 0.11089 0.00000 0.34306 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.76110 41.97134 41.85663 0.00000 41.82716 0.00000
Peak Runoff Rate (cms). 0.00041 0.03486 0.11089 0.00314 0.34306 0.00971
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) 41.76110 41.06838 41.85663 41.01387 41.82716 40.96099
Peak Runoff Rate (cms). 0.00041 0.36391 0.11089 0.04686 0.34306 0.12094
Unit Runoff (mm/hr).... 150.46756 164.71242 191.67727 173.57501 181.26786 148.81816
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).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.01944 0.00000 41.01241 0.00000 40.99527
Total Losses (mm)...... 0.00000 0.75499 0.00000 0.75750 0.00000 0.76248
Remaining Depth (mm)... 0.00000 0.02557 0.00000 0.03009 0.00000 0.04225
Peak Runoff Rate (cms). 0.00000 0.05001 0.00000 0.09239 0.00000 0.13458
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.86122 0.00000 41.85618 0.00000 41.84543 41.96025
Peak Runoff Rate (cms). 0.11944 0.00000 0.23959 0.00000 0.00052 0.01793
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.86122 0.00000 41.85618 0.00000 41.84543 41.96025
Peak Runoff Rate (cms). 0.11944 0.00338 0.23959 0.00678 0.00052 0.01793
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) 41.86122 41.01944 41.85618 41.01241 41.84543 41.09177
Peak Runoff Rate (cms). 0.11944 0.05001 0.23959 0.09239 0.00052 0.15251
Unit Runoff (mm/hr).... 192.70025 176.23782 191.56944 172.86696 188.47295 167.76564
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).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.04224 0.00000 41.11763 0.00000 41.07813
Total Losses (mm)...... 0.00000 0.74422 0.00000 0.68107 0.00000 0.71776
Remaining Depth (mm)... 0.00000 0.01355 0.00000 0.00130 0.00000 0.00411
Peak Runoff Rate (cms). 0.00000 0.06352 0.00000 0.01128 0.00000 0.14165
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.86952 41.93332 41.91627 0.00000 41.85702 41.91055
Peak Runoff Rate (cms). 0.05616 0.02493 0.02713 0.00000 0.00053 0.17631
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.86952 41.93332 41.91627 0.00000 41.85702 41.91055
Peak Runoff Rate (cms). 0.05616 0.02493 0.02713 0.00077 0.00053 0.17631
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) 41.86952 41.28283 41.91627 41.11763 41.85702 41.53596
Peak Runoff Rate (cms). 0.05616 0.08845 0.02713 0.01128 0.00053 0.31796
Unit Runoff (mm/hr).... 194.15549 188.86845 196.99729 195.02013 191.77177 195.29653
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).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.04208 0.00000 40.88015 0.00000 40.98439
Total Losses (mm)...... 0.00000 0.74431 0.00000 0.77753 0.00000 0.76499
Remaining Depth (mm)... 0.00000 0.01361 0.00000 0.14232 0.00000 0.05062
Peak Runoff Rate (cms). 0.00000 0.10899 0.00000 0.10463 0.00000 0.20165
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.85204 0.00000 41.79572 0.00000 41.88097 41.86810
Peak Runoff Rate (cms). 0.00052 0.00000 0.33381 0.00000 0.06678 0.13220
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.85204 0.00000 41.79572 0.00000 41.88097 41.86810
Peak Runoff Rate (cms). 0.00052 0.00001 0.33381 0.00945 0.06678 0.13220
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) 41.85204 41.04208 41.79572 40.88015 41.88097 41.29369
Peak Runoff Rate (cms). 0.00052 0.10899 0.33381 0.10463 0.06678 0.33385
Unit Runoff (mm/hr).... 190.48854 185.74499 166.22185 121.34775 195.49060 171.41368
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).... 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 40.98549 0.00000 41.02220
Total Losses (mm)...... 0.00000 0.76475 0.00000 0.75391
Remaining Depth (mm)... 0.00000 0.04976 0.00000 0.02389
Peak Runoff Rate (cms). 0.00000 0.17037 0.00000 0.04842
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.83976 41.95338 41.88524 41.98228
Peak Runoff Rate (cms). 0.04623 0.02336 0.01457 0.00598
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.83976 41.95338 41.88524 41.98228
Peak Runoff Rate (cms). 0.04623 0.02336 0.01457 0.00598
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) 41.83976 41.08228 41.88524 41.11821
Peak Runoff Rate (cms). 0.04623 0.19373 0.01457 0.05439
Unit Runoff (mm/hr).... 186.47254 163.54636 195.83624 179.49744
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
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| ################## |
| # # |
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160.000 = # # =
| # # |
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| ################# # |
| # # |
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| # # |
| # # |
120.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
################## # |
80.000 # # =
# # |
# # |
# # |
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# # |
# # |
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# # |
# ################## |
40.000 # # =
# ################# |
# # |
# # |
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# # |
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# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE
DEVELOPED CASE
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 1440
Length of integration step is...... 5.00 seconds
Simulation length.................. 2.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
50b50 Positive Flap Gate
49b40 Positive Flap Gate
51b50 Positive Flap Gate
3635o Positive Flap Gate
3533u Positive Flap Gate
0302o Positive Flap Gate
14b14au Positive Flap Gate
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 45.0 meters. Maximum Elevation : 9.30 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 1.01 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 2.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+00 m
" " : 0.045 Beyond Station 2.9 Max left bank area : 0.02 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.98 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4946
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 45.0 meters. Maximum Elevation : 5.20 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4440
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 45.0 meters. Maximum Elevation : 8.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 24.0 meters. Maximum Elevation : 9.60 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4241
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 24.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 27.5 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 27.5 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 27.5 meters. Maximum Section Area : 9.92 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.08E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.90 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 50b50
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.80 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 49b40
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 51b50
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 10.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 5352o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 0.56 m^2.
Maximum hydraulic radius : 0.23 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.41E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.54 m^2
Natural Cross-Section information for Channel 5238o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 35.0 meters. Maximum Elevation : 7.50 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 3851o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 55.0 meters. Maximum Elevation : 6.70 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 4845o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4140o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 38.0 meters. Maximum Elevation : 8.00 meters.
Main Channel Length : 38.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 38.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4038o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 68.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 68.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 68.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3938o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 40.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.025 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.035 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 10.0 meters. Maximum Elevation : 6.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.20 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 48.32 m^2.
Maximum hydraulic radius : 1.10 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.40E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 16.50 m^2
Max right bank area : 18.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.66 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14b14ao
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 45.0000 Natural 1.0073 0.0450 2.9550 0.4000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 4946 45.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
5 4440 45.0000 Natural 2.0882 0.0180 7.5352 0.4000
6 4342 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
7 4241 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
8 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
9 3534 27.5000 Natural 9.9250 0.0450 19.9000 0.5000
10 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
11 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
12 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
13 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
14 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
15 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
16 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
17 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
18 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
19 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
20 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
21 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
22 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
23 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
24 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
25 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
26 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
27 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
28 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
29 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
30 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
31 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
32 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
33 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
34 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
35 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
36 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
37 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
38 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
39 50b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
40 49b40 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
41 51b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
42 L610 50.0000 Circular 0.1590 0.0120 0.4500 0.4500
43 5352o 33.0000 Natural 0.5580 0.0350 1.9200 0.3000
44 5352u 35.0000 Circular 0.0177 0.0140 0.1500 0.1500
45 5238o 35.0000 Natural 0.7520 0.0350 1.9600 0.4000
46 5238u 41.0000 Circular 0.0398 0.0130 0.2250 0.2250
47 3851o 55.0000 Natural 0.7520 0.0350 1.9600 0.4000
48 3851u 55.0000 Circular 0.0398 0.0130 0.2250 0.2250
49 5148u 21.0000 Circular 0.0398 0.0140 0.2250 0.2250
50 5049u 37.0000 Circular 0.0398 0.0140 0.2250 0.2250
51 4948u 20.0000 Circular 0.0398 0.0140 0.2250 0.2250
52 4845o 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
53 4845u 60.0000 Circular 0.0707 0.0130 0.3000 0.3000
54 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
55 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
56 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
57 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
58 4140o 38.0000 Natural 2.0882 0.0180 7.5352 0.4000
59 4140u 32.0000 Circular 0.1104 0.0130 0.3750 0.3750
60 4038o 68.0000 Natural 4.1558 0.0180 14.9231 0.4000
61 4038u 68.0000 Circular 0.1590 0.0130 0.4500 0.4500
62 3938o 40.0000 Natural 1.9520 0.0250 4.9600 0.4000
63 3938u 40.0000 Circular 0.0177 0.0120 0.1500 0.1500
64 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
65 3836u 40.0000 Circular 0.1590 0.0130 0.4500 0.4500
66 3635o 10.0000 Natural 48.3161 0.0350 41.8949 1.2000
67 3635u 10.0000 Circular 0.1590 0.0120 0.4500 0.4500
68 3533u 38.0000 Circular 0.1590 0.0120 0.4500 0.4500
69 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
70 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
71 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
72 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
73 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
74 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
75 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
76 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
77 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
78 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
79 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
80 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
81 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
82 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
83 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
84 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
85 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
86 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
87 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
88 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
89 14b14ao 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
90 14b14au 10.0000 Circular 0.0707 0.0140 0.3000 0.3000
Total length of all conduits .... 3396.5000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1714B 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
L610 1.0000 1.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5238u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5148u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5049u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4948u 1.0000 0.2500 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4845u 1.0000 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4140u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4038u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3938u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3836u 1.0000 0.4000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3635o 1.0000 2.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Kinematic Wave
3635u 1.0000 2.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3533u 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14b14au 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.20
5047 0.15
4946 0.16
5114b 0.14
4440 0.18
4342 0.34
4241 0.34
3736 0.17
3534 0.40
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
50b50 0.98
49b40 0.98
51b50 0.98
L610 0.21
5352o 0.26
5352u 0.17
5238o 0.28
5238u 0.18
3851o 0.18
3851u 0.14
5148u 0.35
5049u 0.20
4948u 0.37
4845o 0.12
4845u 0.14
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
4140o 0.22
4140u 0.30
4038o 0.12
4038u 0.15
3938o 0.25
3938u 0.15
3836o 0.19
3836u 0.26
3635o 1.68 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3635u 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3533u 0.28
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14b14ao 0.98
14b14au 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.1475E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.3000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.8000 7.4000 0.0000 0.0000 100.0000
3 N52 10.0000 7.5000 6.1000 0.0000 0.0000 100.0000
4 N38 10.0000 6.7000 5.0000 0.0000 0.0000 100.0000
5 N51B 10.0000 5.4000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 4.8000 3.6000 0.0000 0.0000 100.0000
7 N50B 10.0000 6.3000 4.7000 0.0000 0.0000 100.0000
8 N49B 10.0000 5.6000 4.0000 0.0000 0.0000 100.0000
9 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
10 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
11 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
12 N43 10.0000 9.6000 9.2000 0.0000 0.0000 100.0000
13 N42 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
14 N41 10.0000 8.0000 6.6000 0.0000 0.0000 100.0000
15 N44 10.0000 8.4000 8.0000 0.0000 0.0000 100.0000
16 N40 10.0000 7.0000 5.6000 0.0000 0.0000 100.0000
17 N39 10.0000 7.4000 6.0000 0.0000 0.0000 100.0000
18 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
19 N36 10.0000 6.9700 4.4700 0.0000 0.0000 100.0000
20 N35 10.0000 6.4000 4.0000 0.0000 0.0000 100.0000
21 N34 10.0000 4.8000 4.1000 0.0000 0.0000 100.0000
22 N33 10.0000 3.0500 2.6000 0.0000 0.0000 100.0000
23 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
24 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
25 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
26 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
27 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
28 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
29 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
30 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
31 N23 10.0000 5.0000 4.7000 0.0000 0.0000 Section 3
100.0000
32 N22 10.0000 4.6000 1.8600 0.0000 0.0000 100.0000
33 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
34 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
35 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
36 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
37 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
38 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
39 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
40 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
41 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
42 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
43 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
44 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
45 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
46 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
47 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
48 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
49 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
50 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
51 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
52 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
53 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
54 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
55 N50 10.0000 6.1000 5.7000 0.0000 0.0000 100.0000
56 N49 10.0000 5.4000 5.0000 0.0000 0.0000 100.0000
57 N51 10.0000 5.2000 4.8000 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160872.3200 17772.6800 No Ponding Normal 0 0.0000
2 N53 -160580.0050 12711.2450 No Ponding Normal 0 0.0000
3 N52 -166206.7250 12636.2550 No Ponding Normal 0 0.0000
4 N38 -171833.4400 12853.3400 No Ponding Normal 0 0.0000
5 N51B -176819.5150 14749.0650 No Ponding Normal 0 0.0000
6 N48 -176977.5250 20615.6450 No Ponding Normal 0 0.0000
7 N50B -176738.5150 28838.2450 No Ponding Normal 0 0.0000
8 N49B -176841.2250 25550.3700 No Ponding Normal 0 0.0000
9 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
10 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
11 N45 -183719.9500 18191.7850 No Ponding Normal 0 0.0000
12 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
13 N42 -165291.9300 30668.6650 No Ponding Normal 0 0.0000
14 N41 -170380.0400 30590.2250 No Ponding Normal 0 0.0000
15 N44 -166055.6050 26690.4250 No Ponding Normal 0 0.0000
16 N40 -171689.2050 27152.6450 No Ponding Normal 0 0.0000
17 N39 -169210.8050 17901.7100 No Ponding Normal 0 0.0000
18 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
19 N36 -171862.5500 8815.4800 No Ponding Normal 0 0.0000
20 N35 -175494.0450 7855.2280 No Ponding Normal 0 0.0000
21 N34 -180931.2000 8787.5770 No Ponding Normal 0 0.0000
22 N33 -180375.0150 6166.6680 No Ponding Normal 0 0.0000
23 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
24 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
25 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
26 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
27 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
28 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
29 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
30 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
31 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
32 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
33 N21 -185518.7450 11528.0300 No Ponding Normal 0 0.0000
34 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
35 N19 -189538.9050 -2208.3699 No Ponding Normal 0 0.0000
36 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
37 N17 -189306.1300 11452.3900 No Ponding Normal 0 0.0000
38 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
39 N15 -194758.4350 18301.8800 No Ponding Normal 0 0.0000
40 N14B -191661.4300 13346.4450 No Ponding Normal 0 0.0000
41 N14A -195792.5400 13900.6050 No Ponding Normal 0 0.0000
42 N13 -199667.0250 14032.5300 No Ponding Normal 0 0.0000
43 N12 -202825.1500 14195.2450 No Ponding Normal 0 0.0000
44 N11 -206840.8500 15119.2750 No Ponding Normal 0 0.0000
45 N10 -202446.6200 -2736.1661 No Ponding Normal 0 0.0000
46 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
47 N8 -207698.0100 6065.0360 No Ponding Normal 0 0.0000
48 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
49 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
50 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
51 N4 -211172.2100 11068.6850 No Ponding Normal 0 0.0000
52 N3 -210589.2150 16923.5400 No Ponding Normal 0 0.0000
53 N2 -211862.4350 20866.5750 No Ponding Normal 0 0.0000
54 N1 -212673.2100 25464.4650 No Ponding Normal 0 0.0000
55 N50 -179020.4400 28627.8600 No Ponding Normal 0 0.0000
56 N49 -178928.3200 24844.1900 No Ponding Normal 0 0.0000
57 N51 -178437.5100 14849.0750 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N53 8.9000 8.4000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 4946 N49 N46 5.0000 4.0000 No Design
4 5114b N51 N14B 4.8000 3.0000 No Design
5 4440 N44 N40 8.0000 6.0000 No Design
6 4342 N43 N42 9.2000 8.3000 No Design
7 4241 N42 N41 8.3000 7.6000 No Design
8 3736 N37 N36 7.0000 5.5200 No Design
9 3534 N35 N34 5.2000 4.3000 No Design
10 3422 N34 N22 4.3000 4.2000 No Design
11 3130 N31 N30 7.5000 5.7000 No Design
12 3024 N30 N24 4.2000 2.8600 No Design
13 3036 N30 N36 5.6200 5.5200 No Design
14 2827 N28 N27 8.3000 6.7000 No Design
15 2726 N27 N26 6.7000 6.5000 No Design
16 2629 N26 N29 6.5000 6.4000 No Design
17 2930 N29 N30 6.4000 5.6200 No Design
18 2725 N27 N25 5.3500 4.8700 No Design
19 2524 N25 N24 4.8700 2.8600 No Design
20 2422 N24 N22 2.5900 1.8600 No Design
21 L575 N23 N22 4.7000 3.4000 No Design
22 2117 N21 N17 3.0000 2.9500 No Design
23 1714B N17 N14B 2.9000 2.8500 No Design
24 1716 N17 N16 1.7500 1.3500 No Design
25 1615 N16 N15 1.3400 1.2100 No Design
26 1614A N16 N14A 1.6500 1.6000 No Design
27 4514B N45 N14B 3.5000 2.8500 No Design
28 4515 N45 N15 2.5000 1.2100 No Design
29 1502 N15 N2 1.2100 1.0500 No Design
30 14A13 N13 N14A 1.8600 1.6000 No Design
31 1312 N13 N12 1.8600 1.6800 No Design
32 1211 N12 N11 1.6800 1.3400 No Design
33 1103 N11 N3 1.3400 1.1000 No Design
34 0912 N9 N12 3.5000 2.0000 No Design
35 0908 N9 N8 2.5000 2.0000 No Design
36 0811 N8 N11 3.0000 2.0000 No Design
37 0804 N8 N4 2.0000 1.7000 No Design
38 0201 N2 N1 1.0500 0.9300 No Design
39 50b50 N50B N50 5.9000 5.7000 No Design
40 49b40 N49B N49 5.2000 5.0000 No Design
41 51b50 N51B N51 5.0000 4.8000 No Design
42 L610 N33 N22 2.6000 1.8600 No Design
43 5352o N53 N52 8.4000 7.1000 No Design
44 5352u N53 N52 7.4000 6.1000 No Design
45 5238o N52 N38 7.1000 6.0000 No Design
46 5238u N52 N38 6.1000 5.0000 No Design
47 3851o N38 N51B 6.3000 5.0000 No Design
48 3851u N38 N51B 5.0000 3.8000 No Design
49 5148u N51B N48 3.8000 3.6000 No Design
50 5049u N50B N49B 5.7000 5.0000 No Design
51 4948u N49B N48 4.0000 3.6000 No Design
52 4845o N48 N45 4.6000 3.5000 No Design
53 4845u N48 N45 3.6000 2.5000 No Design
54 4746o N47 N46 4.6000 4.0000 No Design
55 4746u N47 N46 3.6000 3.0000 No Design
56 4645o N46 N45 4.0000 3.5000 No Design
57 4645u N46 N45 3.0000 2.5000 No Design
58 4140o N41 N40 7.6000 6.6000 No Design
59 4140u N41 N40 6.6000 5.6000 No Design
60 4038o N40 N38 6.6000 6.0000 No Design
61 4038u N40 N38 5.6000 5.0000 No Design
62 3938o N39 N38 7.0000 6.0000 No Design
63 3938u N39 N38 6.0000 5.0000 No Design
64 3836o N38 N36 6.0000 5.5200 No Design
65 3836u N38 N36 5.0000 4.4700 No Design
66 3635o N36 N35 5.7700 5.2000 No Design
67 3635u N36 N35 4.4700 4.0000 No Design
68 3533u N35 N33 4.0000 2.6000 No Design
69 2217o N22 N17 3.4000 2.9500 No Design
70 2217u N22 N17 1.8600 1.7500 No Design
71 2019o N20 N19 7.0000 6.0000 No Design
72 2019u N20 N19 6.0000 4.5000 No Design
73 1918o N19 N18 6.0000 3.0000 No Design
74 1918u N19 N18 4.5000 1.9000 No Design
75 1817o N18 N17 3.0000 2.9500 No Design
76 1817u N18 N17 1.9000 1.7500 No Design
77 1009o N10 N9 4.6000 3.5000 No Design
78 1009u N10 N9 3.6000 2.5000 No Design
79 0706o N7 N6 5.0000 4.5000 No Design
80 0706u N7 N6 4.0000 3.5000 No Design
81 0604o N6 N4 4.5000 2.8000 No Design
82 0604u N6 N4 3.5000 1.7000 No Design
83 0504o N5 N4 4.3000 2.8000 No Design
84 0504u N5 N4 3.3000 1.7000 No Design
85 0403o N4 N3 2.8000 2.0000 No Design
86 0403u N4 N3 1.7000 1.1000 No Design
87 0302o N3 N2 1.8200 1.8100 No Design
88 0302u N3 N2 1.1000 1.0500 No Design
89 14b14ao N14B N14A 2.9900 2.5000 No Design
90 14b14au N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE
DEVELOPED CASE
Title from immediately preceding computational layer
EAGLE DRIVE
DEVELOPED CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 38
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.08
#################################################
# Element numbers of interface inlet locations: #
#################################################
N21 N37 N31 N28 N27 N26 N29
N30 N54 N53 N52 N44 N43 N42
N40 N39 N38 N51B N50B N47 N49B
N45 N10 N8 N11 N7 N6 N5
N4 N2 N36 N35 N23 N22 N20
N19 N18 N17
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 1.0248 0.0111
5047 2.8812 0.0234
4946 2.8075 0.0222
5114b 3.5733 0.0360
4440 10.0429 0.0444
4342 9.2249 0.0375
4241 8.1356 0.0292
3736 14.9983 0.0296
3534 24.3602 0.0327
3422 2.2724 0.0025
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
50b50 13.6470 0.0200
49b40 13.6470 0.0200
51b50 13.6470 0.0200
L610 0.3758 0.0148
5352o 1.1925 0.0394
5352u 0.0273 0.0371
5238o 1.6591 0.0314
5238u 0.0735 0.0268
3851o 1.4388 0.0236
3851u 0.0663 0.0218
5148u 0.0407 0.0095
5049u 0.0573 0.0189
4948u 0.0590 0.0200
4845o 2.5500 0.0183
4845u 0.1309 0.0183
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
4140o 7.7278 0.0263
4140u 0.3099 0.0313
4038o 9.0986 0.0088
4038u 0.2678 0.0088
3938o 6.1031 0.0250
3938u 0.0261 0.0250
3836o 9.9729 0.0120
3836u 0.3282 0.0133
3635o 350.7969 0.0570
3635u 0.6696 0.0470
3533u 0.5928 0.0368
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14b14ao 75.9084 0.0490
14b14au 0.1270 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 7.40 N52/ 0.00 / 6.10
N38/ 0.00 / 5.00 N51B/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50B/ 0.00 / 4.70 N49B/ 0.00 / 4.00 N47/ 0.00 / 3.60
N46/ 0.00 / 3.00 N45/ 0.00 / 2.50 N43/ 0.00 / 9.20
N42/ 0.00 / 8.30 N41/ 0.00 / 6.60 N44/ 0.00 / 8.00
N40/ 0.00 / 5.60 N39/ 0.00 / 6.00 N37/ 0.00 / 7.00
N36/ 0.00 / 4.47 N35/ 0.00 / 4.00 N34/ 0.00 / 4.10
N33/ 0.00 / 2.60 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
N50/ 0.00 / 5.70 N49/ 0.00 / 5.00 N51/ 0.00 / 4.80
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.40/ 7.40 5047/ 3.60/ 3.60 4946/ 3.00/ 3.00
5114b/ 1.80/ 1.80 4440/ 5.60/ 5.60 4342/ 8.30/ 8.30
4241/ 6.60/ 6.60 3736/ 4.47/ 4.47 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 50b50/ 5.70/ 5.70
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 1.86/ 1.86
5352o/ 6.10/ 6.10 5352u/ 6.10/ 6.10 5238o/ 5.00/ 5.00
5238u/ 5.00/ 5.00 3851o/ 3.80/ 3.80 3851u/ 3.80/ 3.80
5148u/ 3.60/ 3.60 5049u/ 4.00/ 4.00 4948u/ 3.60/ 3.60
4845o/ 2.50/ 2.50 4845u/ 2.50/ 2.50 4746o/ 3.00/ 3.00
4746u/ 3.00/ 3.00 4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50
4140o/ 5.60/ 5.60 4140u/ 5.60/ 5.60 4038o/ 5.00/ 5.00
4038u/ 5.00/ 5.00 3938o/ 5.00/ 5.00 3938u/ 5.00/ 5.00
3836o/ 4.47/ 4.47 3836u/ 4.47/ 4.47 3635o/ 4.00/ 4.00
3635u/ 4.00/ 4.00 3533u/ 2.60/ 2.60 2217o/ 1.75/ 1.75
2217u/ 1.75/ 1.75 2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50
1918o/ 1.90/ 1.90 1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75
1817u/ 1.75/ 1.75 1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50
0706o/ 3.50/ 3.50 0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70
0604u/ 1.70/ 1.70 0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70
0403o/ 1.10/ 1.10 0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05
0302u/ 1.05/ 1.05 14b14ao/ 1.65/ 1.65 14b14au/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 45.0000
N53 1.5158 3.7895 205.0000
N52 1.6149 4.0372 30.0000
N38 0.7688 1.9220 5185.0000
N51B 1.8221 4.5553 85.0000
N48 2.5030 6.2576 10.0000
N50B 1.8814 4.7036 100.0000
N49B 1.8495 4.6238 45.0000
N47 0.7669 1.9172 5.0000
N46 0.4879 1.2196 25.0000
N45 1.4538 3.6344 25.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 3.7357 9.3392 85.0000
N44 28.2228 50.0000 0.0000
N40 2.6738 6.6845 10.0000
N39 2.0756 5.1890 5.0000
N37 35.8652 50.0000 0.0000
N36 0.1479 0.3699 5.0000
N35 0.9289 2.3223 10.0000
N34 2.1630 5.4076 40.0000
N33 1.2053 3.0132 40.0000
N31 23.2479 50.0000 0.0000
N30 0.1099 0.2747 140.0000
N29 36.0397 50.0000 0.0000
N28 20.6170 50.0000 0.0000
N27 1.5236 3.8090 215.0000
N26 50.0000 50.0000 0.0000
N25 2.2885 5.7212 0.0000
N24 0.6824 1.7060 25.0000
N23 8.6170 21.5426 0.0000
N22 0.2452 0.6129 25.0000
N21 1.3007 3.2518 85.0000
N20 0.5836 1.4589 40.0000
N19 0.9756 2.4389 65.0000
N18 2.3363 5.8408 60.0000
N17 2.8706 7.1764 85.0000
N16 4.4032 11.0079 0.0000
N15 10.9436 27.3590 0.0000
N14B 0.3732 0.9331 150.0000
N14A 12.4748 31.1870 0.0000
N13 11.8658 29.6645 0.0000
N12 19.5601 48.9003 0.0000
N11 21.4296 50.0000 0.0000
N10 1.9943 4.9858 55.0000
N9 1.3471 3.3678 55.0000
N8 0.5030 1.2575 55.0000
N7 1.3250 3.3126 40.0000
N6 0.7875 1.9686 20.0000
N5 1.0304 2.5761 120.0000
N4 3.5014 8.7534 10.0000
N3 27.8339 50.0000 0.0000
N2 31.9153 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...N38
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 34.0661 34.0661 50.0000 1.6667 0.0005 0.1907 Normal Soln
5047 50.0000 50.0000 50.0000 0.0000 0.0000 0.0018 Normal Soln
4946 50.0000 50.0000 50.0000 0.0000 -0.0014 0.0533 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0021 0.0507 Normal Soln
4440 26.1767 26.1767 38.7899 0.0000 -0.0021 0.0303 Normal Soln
4342 15.8370 15.8370 27.8847 0.0000 -0.0016 0.0230 Normal Soln
4241 12.2266 12.2266 18.9459 0.0000 -0.0021 0.0507 Normal Soln
3736 38.4606 38.4606 50.0000 0.0000 -0.0014 0.0152 Normal Soln
3534 20.8039 20.8039 48.4591 0.0000 0.0188 0.0565 Normal Soln
3422 29.9355 29.9355 50.0000 0.0000 0.0049 0.2954 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0028 0.0262 Normal Soln
3024 7.6343 7.6343 17.9594 0.0000 -0.0173 2.0390 Normal Soln
3036 13.5644 13.5644 50.0000 0.0000 -0.0151 0.2846 Normal Soln
2827 30.8940 30.8940 49.7925 0.0000 -0.0017 0.0253 Normal Soln
2726 8.6810 8.6810 50.0000 0.0000 -0.0053 0.0355 Normal Soln
2629 35.4609 35.4609 50.0000 0.0000 0.0019 0.2448 Normal Soln
2930 28.5698 28.5698 50.0000 0.0000 0.0051 0.1018 Normal Soln
2725 4.9611 4.9611 12.4958 0.0000 0.0028 2.3606 Normal Soln
2524 14.6671 14.6671 32.8614 0.0000 -0.0446 2.0665 Normal Soln
2422 6.3689 6.3689 18.4722 0.0000 -0.0244 1.7794 Normal Soln
L575 47.9574 47.9574 50.0000 0.0000 -0.0049 0.1546 Normal Soln
2117 8.5433 8.5433 23.2569 0.0000 -0.0041 0.0440 Normal Soln
1714B 23.4443 23.4443 50.0000 0.0000 0.0132 0.1232 Normal Soln
1716 4.5872 4.5872 12.4612 0.0000 -0.0197 1.4091 Normal Soln
1615 3.8988 3.8988 9.7545 0.0000 0.0119 3.3542 Normal Soln
1614A 1.7574 1.7574 5.1551 13.1667 -0.0106 2.7461 Normal Soln
4514B 16.3321 16.3321 27.6072 0.0000 -0.0039 0.0226 Normal Soln
4515 5.8235 5.8235 13.6413 0.0000 0.0039 1.9632 Normal Soln
1502 15.0333 15.0333 32.9588 0.0000 0.0155 4.5688 Normal Soln
14A13 4.1736 4.1736 21.3390 0.0000 -0.0101 0.1826 Normal Soln
1312 6.2758 6.2758 30.5820 0.0000 0.0103 0.1888 Normal Soln
1211 17.6476 17.6476 50.0000 0.0000 0.0081 0.1277 Normal Soln
1103 15.7151 15.7151 50.0000 0.0000 0.0062 0.0867 Normal Soln
0912 32.6158 32.6158 50.0000 0.0000 -0.0011 0.0092 Normal Soln
0908 11.4308 11.4308 41.6810 0.0000 -0.0034 2.2384 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0032 0.0423 Normal Soln
0804 10.7530 10.7530 32.9900 0.0000 0.0062 3.0391 Normal Soln
0201 3.0583 3.0583 7.3196 2.2500 0.1571 0.0738 Normal Soln
50b50 14.3535 14.3535 33.2590 0.0000 -0.0012 0.0007 Normal Soln
49b40 8.2076 8.2076 12.2628 0.0000 -0.0041 0.0108 Normal Soln
51b50 7.2664 7.2664 10.7211 0.0000 0.0025 0.0133 Normal Soln
L610 7.8624 7.8624 22.6264 0.0000 0.0088 2.3236 Normal Soln
5352o 16.2652 16.2652 30.9721 0.0000 -0.0020 0.3115 Normal Soln
5352u 6.8243 6.8243 17.8200 0.0000 0.0006 3.8898 Normal Soln
5238o 17.7898 17.7898 36.4790 0.0000 -0.0022 0.2209 Normal Soln
5238u 8.1404 8.1404 22.5403 0.0000 0.0011 2.7290 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.1438 11.1438 34.4771 0.0000 -0.0093 2.6368 Normal Soln
5148u 4.1171 4.1171 11.9707 0.0000 0.0021 4.5876 Normal Soln
5049u 12.9655 12.9655 26.3113 0.0000 -0.0023 1.9380 Normal Soln
4948u 3.8821 3.8821 11.7664 0.0000 0.0012 2.8576 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 -0.0004 0.0129 Normal Soln
4845u 12.7273 12.7273 38.1027 0.0000 -0.0022 1.9825 Normal Soln
4746o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746u 5.6763 5.6763 20.2013 0.0000 0.0046 1.6849 Normal Soln
4645o 47.1712 47.1712 50.0000 0.0000 -0.0004 0.0017 Normal Soln
4645u 7.1738 7.1738 24.9410 0.0000 0.0040 2.4732 Normal Soln
4140o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4140u 6.5959 6.5959 17.4284 0.0000 0.0071 1.5829 Normal Soln
4038o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4038u 14.6497 14.6497 45.9730 0.0000 -0.0109 2.2532 Normal Soln
3938o 41.6625 41.6625 50.0000 0.0000 0.0095 0.0176 Normal Soln
3938u 8.5741 8.5741 26.4330 0.0000 -0.0020 2.5209 Normal Soln
3836o 30.4505 30.4505 50.0000 0.0000 0.0036 0.0690 Normal Soln
3836u 7.9748 7.9748 22.2201 0.0000 0.0305 3.2693 Normal Soln
3635o 6.9722 6.9722 12.6009 0.0000 0.0379 0.0042 Normal Soln
3635u 1.7777 1.7777 4.5682 102.9167 -0.0404 1.3563 Normal Soln
3533u 6.0171 6.0171 14.8589 0.0000 -0.0091 1.4388 Normal Soln
2217o 18.2668 18.2668 33.8152 0.0000 -0.0064 0.0543 Normal Soln
2217u 5.1746 5.1746 12.4491 0.0000 -0.0562 4.9233 Normal Soln
2019o 30.3717 30.3717 50.0000 0.0000 0.0331 0.0171 Normal Soln
2019u 5.1391 5.1391 11.6196 0.0000 -0.0063 1.5522 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 16.6433 16.6433 38.0616 0.0000 0.0135 2.0135 Normal Soln
1817o 14.7797 14.7797 38.2390 0.0000 0.0057 0.1487 Normal Soln
1817u 4.2656 4.2656 11.8684 0.0000 -0.0170 3.2164 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 10.5740 10.5740 30.5253 0.0000 -0.0019 1.5938 Normal Soln
0706o 34.0673 34.0673 50.0000 0.0000 -0.0020 0.0201 Normal Soln
0706u 6.8090 6.8090 24.4254 0.0000 0.0019 1.9445 Normal Soln
0604o 34.9896 34.9896 50.0000 0.0000 -0.0030 0.0662 Normal Soln
0604u 9.6490 9.6490 20.6020 0.0000 0.0027 2.2206 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0037 0.0091 Normal Soln
0504u 12.5236 12.5236 33.5900 0.0000 -0.0183 2.0280 Normal Soln
0403o 28.9534 28.9534 50.0000 0.0000 -0.0013 0.0087 Normal Soln
0403u 3.3420 3.3420 7.4066 0.0000 -0.0245 1.2201 Normal Soln
0302o 13.2272 13.2272 47.8738 0.0000 0.0017 0.0690 Normal Soln
0302u 2.7955 2.7955 12.2286 0.0000 -0.0052 0.5191 Normal Soln
14b14ao 9.3106 9.3106 27.8299 0.0000 0.0086 0.0156 Normal Soln
14b14au 1.9459 1.9459 6.0052 0.0000 -0.0129 2.8407 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/ 0.01 / 7.41/ N52/ 0.01 / 6.11/
N38/ 0.01 / 5.01/ N51B/ 0.02 / 3.82/ N48/ 0.01 / 3.61/
N50B/ 1.00 / 5.70/ N49B/ 0.00 / 4.00/ N47/ 0.01 / 3.61/
N46/ 0.01 / 3.01/ N45/ 0.02 / 2.52/ N43/ 0.00 / 9.20/
N42/ 0.01 / 8.31/ N41/ 0.00 / 6.60/ N44/ 0.00 / 8.00/
N40/ 0.01 / 5.61/ N39/ 0.00 / 6.00/ N37/ 0.00 / 7.00/
N36/ 0.01 / 4.48/ N35/ 0.01 / 4.01/ N34/ 0.21 / 4.31/
N33/ 0.01 / 2.61/ N31/ 0.00 / 7.50/ N30/ 0.02 / 4.22/
N29/ 0.01 / 6.41/ N28/ 0.00 / 8.30/ N27/ 0.01 / 5.36/
N26/ 0.02 / 6.52/ N25/ 0.01 / 4.88/ N24/ 0.02 / 2.61/
N23/ 0.01 / 4.71/ N22/ 0.04 / 1.90/ N21/ 1.00 / 3.00/
N20/ 0.02 / 6.02/ N19/ 0.02 / 4.52/ N18/ 0.03 / 1.93/
N17/ 0.04 / 1.79/ N16/ 0.04 / 1.38/ N15/ 0.08 / 1.29/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.03 / 1.37/ N10/ 0.00 / 3.60/
N9/ 0.01 / 2.51/ N8/ 0.01 / 2.01/ N7/ 0.01 / 4.01/
N6/ 0.02 / 3.52/ N5/ 0.01 / 3.31/ N4/ 0.02 / 1.72/
N3/ 0.00 / 1.10/ N2/ 0.05 / 1.10/ N1/ 0.02 / 0.95/
N50/ 0.00 / 5.70/ N49/ 0.00 / 5.00/ N51/ 0.00 / 4.80/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00*/
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.01 / 1614A/ 0.00 / 4514B/ 0.00*/
4515/ 0.00*/ 1502/ 0.01 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.01 / 50b50/ 0.00*/
49b40/ 0.00*/ 51b50/ 0.00*/ L610/ 0.00*/
5352o/ 0.00 / 5352u/ 0.00 / 5238o/ 0.00*/
5238u/ 0.00*/ 3851o/ 0.00 / 3851u/ 0.00*/
5148u/ 0.00 / 5049u/ 0.00 / 4948u/ 0.00*/
4845o/ 0.00*/ 4845u/ 0.00*/ 4746o/ 0.00 /
4746u/ 0.00*/ 4645o/ 0.00*/ 4645u/ 0.00*/
4140o/ 0.00 / 4140u/ 0.00*/ 4038o/ 0.00 /
4038u/ 0.00*/ 3938o/ 0.00*/ 3938u/ 0.00*/
3836o/ 0.00*/ 3836u/ 0.00 / 3635o/ 0.00 /
3635u/ 0.00 / 3533u/ 0.00*/ 2217o/ 0.00*/
2217u/ 0.00 / 2019o/ 0.00 / 2019u/ 0.00*/
1918o/ 0.00 / 1918u/ 0.00*/ 1817o/ 0.00 /
1817u/ 0.00*/ 1009o/ 0.00 / 1009u/ 0.00*/
0706o/ 0.00*/ 0706u/ 0.00*/ 0604o/ 0.00 /
0604u/ 0.00*/ 0504o/ 0.00 / 0504u/ 0.00*/
0403o/ 0.00 / 0403u/ 0.00 / 0302o/ 0.00 /
0302u/ 0.00*/ 14b14ao/ 0.00*/ 14b14au/ 0.00*/
FREE # 1/ 0.01 /
Conduit/ Velocity
5453/ 0.07 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.12 / 4342/ 0.09 /
4241/ 0.13 / 3736/ 0.07 / 3534/ 0.00 /
3422/ 0.03 / 3130/ 0.02 / 3024/ 0.62 /
3036/ 0.00 / 2827/ 0.09 / 2726/ 0.00 /
2629/ 0.06 / 2930/ 0.20 / 2725/ 0.38 /
2524/ 0.46 / 2422/ 0.30 / L575/ 0.05 /
2117/ 0.02 / 1714B/ 0.00 / 1716/ 0.74 /
1615/ 0.44 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.14 / 1502/ 0.43 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.04 /
0912/ 0.00 / 0908/ 0.16 / 0811/ 0.00 /
0804/ 0.13 / 0201/ 0.23 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.13 /
5352o/ 0.00 / 5352u/ 0.48 / 5238o/ 0.00 /
5238u/ 0.38 / 3851o/ 0.00 / 3851u/ 0.32 /
5148u/ 0.33 / 5049u/ 0.12 / 4948u/ 0.06 /
4845o/ 0.00 / 4845u/ 0.38 / 4746o/ 0.00 /
4746u/ 0.28 / 4645o/ 0.00 / 4645u/ 0.16 /
4140o/ 0.00 / 4140u/ 0.21 / 4038o/ 0.00 /
4038u/ 0.19 / 3938o/ 0.00 / 3938u/ 0.08 /
3836o/ 0.00 / 3836u/ 0.33 / 3635o/ 0.00 /
3635u/ 0.55 / 3533u/ 0.45 / 2217o/ 0.00 /
2217u/ 0.38 / 2019o/ 0.00 / 2019u/ 0.70 /
1918o/ 0.00 / 1918u/ 0.51 / 1817o/ 0.00 /
1817u/ 0.45 / 1009o/ 0.00 / 1009u/ 0.21 /
0706o/ 0.00 / 0706u/ 0.14 / 0604o/ 0.00 /
0604u/ 0.45 / 0504o/ 0.00 / 0504u/ 0.09 /
0403o/ 0.00 / 0403u/ 0.64 / 0302o/ 0.00 /
0302u/ 0.03 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Width
5453/ 0.28 / 5047/ 0.01 / 4946/ 0.01 /
5114b/ 0.01 / 4440/ 0.07 / 4342/ 0.12 /
4241/ 0.11 / 3736/ 0.10 / 3534/ 8.91 /
3422/ 2.14 / 3130/ 0.33 / 3024/ 0.18 /
3036/ 3.17 / 2827/ 0.13 / 2726/ 8.94 /
2629/ 1.23 / 2930/ 0.74 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.27 / L575/ 0.39 /
2117/ 0.17 / 1714B/ 1.74 / 1716/ 0.41 /
1615/ 0.39 / 1614A/ 0.33 / 4514B/ 0.05 /
4515/ 0.19 / 1502/ 0.44 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.17 / 1103/ 0.54 /
0912/ 0.35 / 0908/ 0.15 / 0811/ 0.22 /
0804/ 0.19 / 0201/ 1.04 / 50b50/ 0.00 /
49b40/ 0.96 / 51b50/ 0.70 / L610/ 0.22 /
5352o/ 0.03 / 5352u/ 0.07 / 5238o/ 0.03 /
5238u/ 0.10 / 3851o/ 0.01 / 3851u/ 0.11 /
5148u/ 0.11 / 5049u/ 0.09 / 4948u/ 0.10 /
4845o/ 0.71 / 4845u/ 0.13 / 4746o/ 0.02 /
4746u/ 0.12 / 4645o/ 0.04 / 4645u/ 0.12 /
4140o/ 0.00 / 4140u/ 0.15 / 4038o/ 0.02 /
4038u/ 0.18 / 3938o/ 0.08 / 3938u/ 0.07 /
3836o/ 0.08 / 3836u/ 0.18 / 3635o/ 0.00 /
3635u/ 0.18 / 3533u/ 0.18 / 2217o/ 0.36 /
2217u/ 0.34 / 2019o/ 0.12 / 2019u/ 0.18 /
1918o/ 0.04 / 1918u/ 0.25 / 1817o/ 0.09 /
1817u/ 0.28 / 1009o/ 0.01 / 1009u/ 0.15 /
0706o/ 0.12 / 0706u/ 0.12 / 0604o/ 0.20 /
0604u/ 0.16 / 0504o/ 0.05 / 0504u/ 0.14 /
0403o/ 0.31 / 0403u/ 0.29 / 0302o/ 0.21 /
0302u/ 1.50 / 14b14ao/ 0.09 / 14b14au/ 0.17 /
Junction/ EGL
N54/ 0.02 / N53/ 1.00 / N52/ 0.02 /
N38/ 0.02 / N51B/ 0.02 / N48/ 0.02 /
N50B/ 1.00 / N49B/ 1.00 / N47/ 0.01 /
N46/ 0.01 / N45/ 0.02 / N43/ 0.00 /
N42/ 0.01 / N41/ 1.00 / N44/ 0.00 /
N40/ 0.40 / N39/ 0.00 / N37/ 0.00 /
N36/ 1.05 / N35/ 0.02 / N34/ 0.21 /
N33/ 0.02 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.01 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.02 / N25/ 0.02 / N24/ 0.31 /
N23/ 0.01 / N22/ 2.34 / N21/ 1.00 /
N20/ 0.02 / N19/ 0.05 / N18/ 0.05 /
N17/ 1.20 / N16/ 0.07 / N15/ 0.09 /
N14B/ 0.00 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.03 / N10/ 0.00 /
N9/ 0.01 / N8/ 0.01 / N7/ 0.01 /
N6/ 0.02 / N5/ 0.01 / N4/ 0.03 /
N3/ 0.02 / N2/ 0.05 / N1/ 0.02 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Junction/ Freeboard
N54/ 1.08 / N53/ 2.59 / N52/ 3.89 /
N38/ 4.99 / N51B/ 6.18 / N48/ 6.39 /
N50B/ 4.30 / N49B/ 6.00 / N47/ 6.39 /
N46/ 6.99 / N45/ 7.48 / N43/ 0.80 /
N42/ 1.69 / N41/ 3.40 / N44/ 2.00 /
N40/ 4.39 / N39/ 4.00 / N37/ 3.00 /
N36/ 5.52 / N35/ 5.99 / N34/ 5.69 /
N33/ 7.39 / N31/ 2.50 / N30/ 5.78 /
N29/ 3.59 / N28/ 1.70 / N27/ 4.64 /
N26/ 3.48 / N25/ 5.12 / N24/ 7.39 /
N23/ 5.29 / N22/ 8.10 / N21/ 7.00 /
N20/ 3.98 / N19/ 5.48 / N18/ 8.07 /
N17/ 8.21 / N16/ 8.62 / N15/ 8.71 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.63 / N10/ 6.40 /
N9/ 7.49 / N8/ 7.99 / N7/ 5.99 /
N6/ 6.48 / N5/ 6.69 / N4/ 8.28 /
N3/ 8.90 / N2/ 8.90 / N1/ 9.05 /
N50/ 4.30 / N49/ 5.00 / N51/ 5.20 /
Junction/ Max Volume
N54/ 0.15 / N53/ 1.09 / N52/ 1.10 /
N38/ 1.11 / N51B/ 1.22 / N48/ 1.01 /
N50B/ 1.20 / N49B/ 1.22 / N47/ 0.88 /
N46/ 1.03 / N45/ 1.10 / N43/ 0.07 /
N42/ 0.10 / N41/ 0.92 / N44/ 0.08 /
N40/ 0.98 / N39/ 1.02 / N37/ 0.06 /
N36/ 1.37 / N35/ 1.26 / N34/ 0.35 /
N33/ 1.95 / N31/ 0.02 / N30/ 1.64 /
N29/ 0.13 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.19 / N25/ 0.81 / N24/ 1.53 /
N23/ 0.12 / N22/ 1.69 / N21/ 1.09 /
N20/ 1.02 / N19/ 1.44 / N18/ 1.31 /
N17/ 1.34 / N16/ 1.77 / N15/ 1.13 /
N14B/ 1.27 / N14A/ 1.06 / N13/ 0.67 /
N12/ 0.64 / N11/ 0.81 / N10/ 0.92 /
N9/ 1.02 / N8/ 1.04 / N7/ 1.03 /
N6/ 1.05 / N5/ 1.02 / N4/ 1.12 /
N3/ 0.78 / N2/ 0.76 / N1/ 0.76 /
N50/ 0.00 / N49/ 0.02 / 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/ 0.03 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.01 / 2930/ 0.01 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.02 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.03 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.05 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.00 /
5352o/ 0.00 / 5352u/ 0.00 / 5238o/ 0.00 /
5238u/ 0.00 / 3851o/ 0.00 / 3851u/ 0.00 /
5148u/ 0.00 / 5049u/ 0.00 / 4948u/ 0.00 /
4845o/ 0.00 / 4845u/ 0.00 / 4746o/ 0.00 /
4746u/ 0.00 / 4645o/ 0.00 / 4645u/ 0.00 /
4140o/ 0.00 / 4140u/ 0.00 / 4038o/ 0.00 /
4038u/ 0.00 / 3938o/ 0.00 / 3938u/ 0.00 /
3836o/ 0.00 / 3836u/ 0.00 / 3635o/ 0.00 /
3635u/ 0.00 / 3533u/ 0.00 / 2217o/ 0.00 /
2217u/ 0.01 / 2019o/ 0.00 / 2019u/ 0.00 /
1918o/ 0.00 / 1918u/ 0.00 / 1817o/ 0.00 /
1817u/ 0.01 / 1009o/ 0.00 / 1009u/ 0.00 /
0706o/ 0.00 / 0706u/ 0.00 / 0604o/ 0.00 /
0604u/ 0.00 / 0504o/ 0.00 / 0504u/ 0.00 /
0403o/ 0.00 / 0403u/ 0.00 / 0302o/ 0.00 /
0302u/ 0.03 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Final Volume
5453/ 0.10 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.03 / 4342/ 0.02 /
4241/ 0.02 / 3736/ 0.04 / 3534/ 0.08 /
3422/ 1.37 / 3130/ 0.22 / 3024/ 0.11 /
3036/ 0.00 / 2827/ 0.05 / 2726/ 0.05 /
2629/ 0.59 / 2930/ 0.28 / 2725/ 0.03 /
2524/ 0.08 / 2422/ 0.23 / L575/ 0.14 /
2117/ 0.03 / 1714B/ 0.00 / 1716/ 0.29 /
1615/ 0.44 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.25 / 1502/ 1.86 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.22 / 1103/ 0.96 /
0912/ 0.00 / 0908/ 0.04 / 0811/ 0.00 /
0804/ 0.11 / 0201/ 0.53 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.22 /
5352o/ 0.00 / 5352u/ 0.02 / 5238o/ 0.00 /
5238u/ 0.03 / 3851o/ 0.00 / 3851u/ 0.07 /
5148u/ 0.03 / 5049u/ 0.00 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.08 / 4746o/ 0.00 /
4746u/ 0.03 / 4645o/ 0.00 / 4645u/ 0.06 /
4140o/ 0.00 / 4140u/ 0.02 / 4038o/ 0.00 /
4038u/ 0.08 / 3938o/ 0.00 / 3938u/ 0.01 /
3836o/ 0.00 / 3836u/ 0.05 / 3635o/ 0.00 /
3635u/ 0.01 / 3533u/ 0.04 / 2217o/ 0.00 /
2217u/ 0.34 / 2019o/ 0.00 / 2019u/ 0.07 /
1918o/ 0.00 / 1918u/ 0.52 / 1817o/ 0.00 /
1817u/ 0.15 / 1009o/ 0.00 / 1009u/ 0.03 /
0706o/ 0.00 / 0706u/ 0.03 / 0604o/ 0.00 /
0604u/ 0.13 / 0504o/ 0.00 / 0504u/ 0.09 /
0403o/ 0.00 / 0403u/ 0.06 / 0302o/ 0.00 /
0302u/ 1.00 / 14b14ao/ 0.00 / 14b14au/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.01 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.02 /
2629/ 0.01 / 2930/ 0.01 / 2725/ 0.01 /
2524/ 0.01 / 2422/ 0.02 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.02 /
1615/ 0.04 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.03 / 1502/ 0.04 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.02 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.02 /
5352o/ 0.00 / 5352u/ 0.01 / 5238o/ 0.00 /
5238u/ 0.01 / 3851o/ 0.00 / 3851u/ 0.01 /
5148u/ 0.01 / 5049u/ 0.00 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.01 / 4746o/ 0.00 /
4746u/ 0.00 / 4645o/ 0.00 / 4645u/ 0.01 /
4140o/ 0.00 / 4140u/ 0.00 / 4038o/ 0.00 /
4038u/ 0.01 / 3938o/ 0.00 / 3938u/ 0.00 /
3836o/ 0.00 / 3836u/ 0.01 / 3635o/ 0.00 /
3635u/ 0.01 / 3533u/ 0.01 / 2217o/ 0.00 /
2217u/ 0.03 Section 4
/ 2019o/ 0.00 / 2019u/ 0.01 /
1918o/ 0.00 / 1918u/ 0.02 / 1817o/ 0.00 /
1817u/ 0.02 / 1009o/ 0.00 / 1009u/ 0.00 /
0706o/ 0.00 / 0706u/ 0.01 / 0604o/ 0.00 /
0604u/ 0.01 / 0504o/ 0.00 / 0504u/ 0.01 /
0403o/ 0.00 / 0403u/ 0.01 / 0302o/ 0.00 /
0302u/ 0.02 / 14b14ao/ 0.00 / 14b14au/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.92/ 8.40 5047/ 3.61/ 3.61 4946/ 3.01/ 3.01/
5114b/ 1.80/ 1.80 4440/ 8.00/ 6.00 4342/ 9.20/ 8.31/
4241/ 8.31/ 7.60 3736/ 7.00/ 5.52 3534/ 4.31/ 4.31/
3422/ 4.31/ 4.20 3130/ 7.50/ 5.70 3024/ 4.22/ 2.88/
3036/ 4.48/ 4.48 2827/ 8.30/ 6.70 2726/ 6.52/ 6.52/
2629/ 6.52/ 6.41 2930/ 6.41/ 5.63 2725/ 5.36/ 4.88/
2524/ 4.88/ 2.87 2422/ 2.61/ 1.90 L575/ 4.71/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.79/ 1.38/
1615/ 1.38/ 1.29 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.52/ 1.29 1502/ 1.29/ 1.10 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.37 1103/ 1.37/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.51/ 2.01 0811/ 1.37/ 1.37/
0804/ 2.01/ 1.72 0201/ 1.10/ 0.95 50b50/ 5.70/ 5.70/
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.61/ 1.90/
5352o/ 6.11/ 6.11 5352u/ 7.41/ 6.11 5238o/ 5.01/ 5.01/
5238u/ 6.11/ 5.01 3851o/ 3.82/ 3.82 3851u/ 5.01/ 3.82/
5148u/ 3.82/ 3.61 5049u/ 5.70/ 5.00 4948u/ 4.00/ 3.61/
4845o/ 2.52/ 2.52 4845u/ 3.61/ 2.52 4746o/ 3.01/ 3.01/
4746u/ 3.61/ 3.01 4645o/ 2.52/ 2.52 4645u/ 3.01/ 2.52/
4140o/ 5.61/ 5.61 4140u/ 6.60/ 5.61 4038o/ 5.01/ 5.01/
4038u/ 5.61/ 5.01 3938o/ 5.01/ 5.01 3938u/ 6.00/ 5.01/
3836o/ 4.48/ 4.48 3836u/ 5.01/ 4.48 3635o/ 4.01/ 4.01/
3635u/ 4.48/ 4.01 3533u/ 4.01/ 2.61 2217o/ 1.79/ 1.79/
2217u/ 1.90/ 1.79 2019o/ 4.52/ 4.52 2019u/ 6.02/ 4.52/
1918o/ 1.93/ 1.93 1918u/ 4.52/ 1.93 1817o/ 1.79/ 1.79/
1817u/ 1.93/ 1.79 1009o/ 2.51/ 2.51 1009u/ 3.60/ 2.51/
0706o/ 3.52/ 3.52 0706u/ 4.01/ 3.52 0604o/ 1.72/ 1.72/
0604u/ 3.52/ 1.72 0504o/ 1.72/ 1.72 0504u/ 3.31/ 1.72/
0403o/ 1.10/ 1.10 0403u/ 1.72/ 1.10 0302o/ 1.10/ 1.10/
0302u/ 1.10/ 1.10 14b14ao/ 1.65/ 1.65 14b14au/ 1.80/ 1.65/
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 1440
Total number of passes in the simulation........ 2761
Total number of time steps during simulation.... 2482
Ratio of actual # of time steps / NTCYC......... 1.724
Average number of iterations per time step...... 1.112
Average time step size(seconds)................ 2.901
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.054
Average minimum implicit time step (sec)........ 1.721
Average minimum junction time step (sec)........ 1.721
Average Courant Factor Tf....................... 1.721
Number of times omega reduced................... 87
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N54 0 1.21 2995 0 7 0 0 0
N53 0 1.45 3600 0 13 1 0 0
N52 0 1.74 4309 1 13 1 0 0
N38 0 2.12 5255 0 9 0 0 0
N51B 0 1.32 3276 1 12 1 0 0
N48 0 1.35 3352 0 12 1 0 0
N50B 0 1.08 2678 0 9 0 0 0
N49B 0 1.28 3184 1 10 1 0 0
N47 0 1.15 2844 0 5 0 0 0
N46 0 1.30 3226 1 8 0 0 0
N45 0 1.85 4580 0 8 0 0 0
N43 0 1.18 2921 0 5 0 0 0
N42 0 1.35 3358 7 7 0 0 0
N41 0 1.64 4072 0 6 0 0 0
N44 0 1.26 3121 0 5 0 0 0
N40 0 1.52 3773 0 9 0 0 0
N39 0 1.11 2744 0 7 0 0 0
N37 0 1.19 2954 0 5 0 0 0
N36 0 2.22 5518 1 28 1 1 0
N35 0 1.84 4574 0 9 0 0 0
N34 0 1.49 3693 1 15 2 0 0
N33 0 1.44 3577 0 7 0 0 0
N31 0 1.30 3231 0 7 0 0 0
N30 0 2.08 5172 0 18 3 0 0
N29 0 1.79 4437 0 6 0 0 0
N28 0 1.29 3209 1 7 0 0 0
N27 0 1.90 4706 1 23 2 0 0
N26 0 1.58 3916 0 6 0 0 0
N25 0 1.50 3732 0 6 0 0 0
N24 0 1.66 4129 0 10 1 0 0
N23 0 1.48 3678 0 7 0 0 0
N22 0 2.32 5750 22 13 2 0 0
N21 0 1.50 3735 1 21 1 0 0
N20 0 1.54 3819 2 22 4 0 0
N19 0 1.86 4607 1 9 0 0 0
N18 0 2.30 5707 0 9 0 0 0
N17 0 2.72 6759 0 12 1 0 0
N16 0 2.00 4955 0 9 0 0 0
N15 0 1.70 4209 0 7 0 0 0
N14B 0 2.04 5070 1 17 2 0 0
N14A 0 2.13 5275 8 15 6 0 0
N13 0 1.99 4944 1 8 0 0 0
N12 0 1.86 4620 0 7 0 0 0
N11 0 2.11 5246 0 11 1 0 0
N10 0 1.28 3185 0 6 0 0 0
N9 0 1.55 3836 0 5 0 0 0
N8 0 1.71 4252 0 12 1 0 0
N7 0 1.34 3333 0 10 1 0 0
N6 0 1.91 4739 8 8 0 0 0
N5 0 1.28 3184 1 13 1 0 0
N4 0 2.11 5225 2 9 0 0 0
N3 0 2.58 6396 1 7 0 0 0
N2 0 2.37 5877 2 6 0 0 0
N1 0 2.14 5319 22 19 9 0 0
N50 0 1.01 2500 0 4 0 0 0
N49 0 1.21 3002 0 5 0 0 0
N51 0 1.26 3123 0 7 0 0 0
Total number of iterations for all junctions.. 234481
Minimum number of possible iterations......... 141474
Efficiency of the simulation.................. 1.66
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 9.0535 0 15 0.0000 0.9465 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.4930 0 15 0.0000 1.5070 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.1990 0 15 0.0000 2.8010 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.1140 0 15 0.0000 3.8860 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0188 0 15 0.0000 4.9812 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6096 0 16 0.0000 5.3904 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.9033 0 13 0.0000 4.0967 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2160 0 15 0.0000 4.7840 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.4842 0 15 0.0000 5.5158 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0321 0 15 0.0000 5.9679 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5951 0 15 0.0000 6.4049 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2733 0 15 0.0000 0.7267 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.3991 0 15 0.0000 1.6009 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 7.5176 0 15 0.0000 2.4824 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.0841 0 15 0.0000 1.9159 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.5776 0 17 0.0000 3.4224 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0223 0 15 0.0000 2.9777 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0637 0 15 0.0000 2.9363 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.9700 5.8373 0 17 0.0000 4.1627 1.0000 0.0000 0.0000 0.0000
N35 10.0000 6.4000 5.2579 0 17 0.0000 4.7421 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.8000 4.4472 0 20 0.0000 5.5528 1.0000 0.0000 0.0000 0.0000
N33 10.0000 3.0500 4.5543 0 16 1.5043 5.4457 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5216 0 15 0.0000 2.4784 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8392 0 16 0.0000 4.1608 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5290 0 15 0.0000 3.4710 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3767 0 15 0.0000 1.6233 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7259 0 15 0.0000 3.2741 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.6944 0 15 0.0000 3.3056 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6798 0 15 0.4348 4.3202 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1206 0 19 0.8106 5.8794 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8184 0 12 0.0000 5.1816 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.5523 0 20 0.0000 6.4477 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0890 0 15 0.0000 6.9110 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0179 0 13 0.0000 2.9821 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 5.9443 0 14 0.0000 4.0557 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2084 0 15 0.0000 6.7916 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.0892 0 16 0.0000 6.9108 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1051 0 16 0.7051 6.8949 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.3411 0 16 0.3061 7.6589 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.0688 0 16 0.0000 6.9312 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.6611 0 17 0.0000 7.3389 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.5265 0 17 0.0000 7.4735 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.3246 0 19 0.0000 7.6754 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.1497 0 20 0.0000 7.8503 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.5157 0 15 0.0000 5.4843 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5154 0 15 0.0000 6.4846 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0386 0 15 0.0000 6.9614 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0256 0 15 0.0000 4.9744 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5524 0 15 0.0000 5.4476 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3157 0 15 0.0000 5.6843 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8190 0 15 0.0000 7.1810 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.8770 0 17 0.0000 8.1230 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.8119 0 18 0.0000 8.1881 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.6937 0 18 0.0000 8.3063 1.0000 0.0000 0.0000 0.0000
N50 10.0000 6.1000 5.7042 0 15 0.0000 4.2958 1.0000 0.0000 0.0000 0.0000
N49 10.0000 5.4000 5.0225 0 14 0.0000 4.9775 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8216 0 15 0.0000 5.1784 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 0.0972 0 15 0.4362 0 15 0.0949 9.0535 8.4987 .3838 .2469
5047 2.8812 1.4600 200.0000 0.0022 0 15 0.0841 0 15 0.0008 5.7042 4.6008 .0210 .0040
4946 2.8075 1.4227 200.0000 0.0740 0 14 0.3358 0 14 0.0264 5.0225 4.0321 .1127 .1604
5114b 3.5733 1.8108 200.0000 0.0889 0 15 0.4115 0 13 0.0249 4.8216 3.0688 .1081 .3438
4440 10.0429 4.8092 400.0000 0.1431 0 15 1.1633 0 7 0.0142 8.0841 6.5776 .2103 1.444 *
4342 9.2249 4.4176 400.0000 0.1061 0 15 0.8609 0 15 0.0115 9.2733 8.3991 .1833 .2476
4241 8.1356 3.8959 400.0000 0.2061 0 15 1.2668 0 15 0.0253 8.3991 7.6987 .2476 .2468
3736 14.9983 3.6090 400.0000 0.1128 0 15 0.7202 0 7 0.0075 7.0637 5.8373 .1592 .7933
3534 24.3602 2.4544 500.0000 0.6878 0 17 0.5696 0 16 0.0282 5.2579 4.4472 .1158 .2944
3422 2.2724 0.5750 400.0000 0.3359 0 20 0.3317 0 20 0.1478 4.4472 4.2492 .3679 .1230
3130 13.5508 2.2744 300.0000 0.1710 0 15 0.3908 0 12 0.0126 7.5216 5.8392 .0719 .4641
3024 0.4621 2.9058 450.0000 0.4439 0 30 2.8399 0 31 0.9606 5.8392 4.1206 3.642 2.801
3036 6.7857 1.4251 400.0000 0.3635 0 16 0.2303 0 11 0.0536 5.8392 5.8373 .5481 .7933
2827 15.5945 3.7524 400.0000 0.1964 0 15 1.0044 0 15 0.0126 8.3767 6.7762 .1918 .1904
2726 18.5574 3.1124 300.0000 0.3169 0 15 0.1665 0 9 0.0171 6.7259 6.6944 .0863 .6480
2629 2.4524 0.5150 400.0000 0.3004 0 15 0.3300 0 15 0.1225 6.6944 6.5290 .4860 .3225
2930 11.6053 2.4373 400.0000 0.5904 0 15 0.9216 0 13 0.0509 6.5290 5.8392 .3225 .5481
2725 0.2218 2.0080 375.0000 0.2604 0 7 2.4009 0 7 1.1740 6.7259 5.6798 3.669 2.159
2524 0.2779 2.5163 375.0000 0.2532 0 7 2.4403 0 7 0.9112 5.6798 4.1206 2.159 3.361
2422 0.8401 2.9711 600.0000 0.6010 0 26 2.1151 0 26 0.7154 4.1202 3.5523 2.550 2.820
L575 4.4056 1.1111 300.0000 0.3375 0 12 0.4935 0 12 0.0766 4.8184 3.5523 .3948 .5078
2117 10.3655 2.0976 500.0000 0.1750 0 12 0.4310 0 12 0.0169 3.0890 3.0892 .1780 .2783
1714B 8.1188 0.9553 500.0000 0.3822 0 15 0.2694 0 15 0.0471 3.0892 3.0688 .3783 .4375
1716 3.1532 3.6415 1050.000 2.0913 0 14 2.4085 0 14 0.6632 3.0892 3.1051 1.275 1.671
1615 0.7725 1.7486 750.0000 1.2306 0 15 2.7686 0 15 1.5930 3.1063 2.3410 2.355 1.508
1614A 0.7872 1.7819 750.0000 0.8609 0 14 1.9406 0 14 1.0936 3.1063 2.6611 1.941 1.414
4514B 28.0567 3.5017 450.0000 0.3008 0 15 0.8701 0 11 0.0107 3.5951 3.0688 .2113 .4861
4515 0.1942 2.7467 300.0000 0.1679 0 6 2.3462 0 6 0.8650 3.5951 2.3410 3.650 3.770
1502 0.6052 1.1322 825.0000 1.3804 0 15 2.7307 0 13 2.2808 2.3411 1.8119 1.371 .9235
14A13 16.6072 0.8411 1700.000 -1.4749 0 17 -0.4694 0 17 -0.0888 2.6611 2.5265 .4712 .5450
1312 15.7543 0.6101 1400.000 1.4690 0 17 0.4588 0 17 0.0932 2.5265 2.3246 .4761 .4605
1211 22.0747 0.6694 1700.000 1.4095 0 19 0.2852 0 11 0.0639 2.3246 2.1497 .3792 .4763
1103 34.9730 0.7240 2000.000 1.5078 0 20 0.3945 0 27 0.0431 2.1497 1.8770 .4048 .3885
0912 7.4604 1.8954 400.0000 0.0342 0 15 0.0264 0 15 0.0046 3.5154 2.3246 .0385 .8116
0908 0.1628 1.4741 375.0000 0.1339 0 12 1.1996 0 12 0.8225 3.5154 3.0386 2.707 2.769
0811 6.0914 1.5476 400.0000 0.1289 0 15 0.3339 0 15 0.0212 3.0386 2.1497 .0965 .3742
0804 0.2208 1.3886 450.0000 0.2435 0 18 1.5221 0 18 1.1027 3.0386 2.8190 2.308 2.486
0201 142.3584 2.9703 2000.000 3.7784 0 18 1.3702 0 26 0.0265 1.8119 1.6937 .3809 .3819
50b50 13.6470 6.9913 400.0000 0.0048 0 15 0.3007 0 13 0.0004 5.9033 5.7042 .0082 .0105
49b40 13.6470 6.9913 400.0000 0.0688 0 15 0.8155 0 12 0.0050 5.2160 5.0225 .0400 .0563
51b50 13.6470 6.9913 400.0000 0.0899 0 15 0.9328 0 15 0.0066 5.0188 4.8216 .0470 .0540
L610 0.3758 2.3626 450.0000 0.3556 0 26 2.2098 0 32 0.9464 4.5543 3.5523 4.342 3.760
5352o 1.1925 2.1371 300.0000 0.1854 0 15 1.0655 0 15 0.1554 8.4930 7.1990 .3100 .3301
5352u 0.0273 1.5423 150.0000 0.0358 0 6 1.9645 0 6 1.3136 8.4930 7.1990 7.286 7.326
5238o 1.6591 2.2063 400.0000 0.1833 0 15 0.9595 0 15 0.1105 7.1990 6.1140 .2476 .2849
5238u 0.0735 1.8497 225.0000 0.0739 0 7 1.8202 0 7 1.0046 7.1990 6.1140 4.884 4.951
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1140 5.0188 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0645 0 31 1.5966 0 31 0.9723 6.1140 5.0188 4.951 5.417
5148u 0.0407 1.0234 225.0000 0.0704 0 29 1.7549 0 32 1.7307 5.0188 4.6096 5.417 4.487
5049u 0.0573 1.4423 225.0000 0.0536 0 13 1.4080 0 15 0.9346 5.9033 5.2160 .9035 .9601
4948u 0.0590 1.4830 225.0000 0.0693 0 12 1.6998 0 12 1.1753 5.2160 4.6096 5.404 4.487
4845o 2.5500 1.2922 200.0000 0.0164 0 16 0.0348 0 17 0.0064 4.6096 3.5951 .0480 .4754
4845u 0.1309 1.8523 300.0000 0.1120 0 6 1.5747 0 4 0.8556 4.6096 3.5951 3.365 3.650
4746o 17.3588 1.9947 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.4835 4.0321 .0000 .0000
4746u 0.1498 2.1194 300.0000 0.0881 0 15 1.2375 0 5 0.5882 4.4835 4.0321 2.945 3.440
4645o 15.8729 2.3953 400.0000 0.0136 0 15 0.0860 0 15 0.0009 4.0321 3.5951 .0802 .2377
4645u 0.1105 1.5637 300.0000 0.0950 0 15 1.3231 0 15 0.8598 4.0321 3.5951 3.440 3.650
4140o 7.7278 3.0800 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.5776 6.5776 .0000 .0000
4140u 0.3099 2.8063 375.0000 0.2047 0 15 1.8361 0 15 0.6603 7.5177 6.5776 2.447 2.607
4038o 9.0986 1.8214 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.5776 6.1140 .0000 .0000
4038u 0.2678 1.6839 450.0000 0.2162 0 17 1.4791 0 6 0.8073 6.5776 6.1140 2.172 2.475
3938o 6.1031 3.1251 400.0000 0.0534 0 15 0.3818 0 9 0.0088 7.0223 6.1140 .0558 .2849
3938u 0.0261 1.4762 150.0000 0.0276 0 6 1.5184 0 6 1.0563 7.0223 6.1140 6.815 7.426
3836o 9.9729 2.0945 400.0000 0.3397 0 15 0.2427 0 14 0.0341 6.1140 5.8373 .2849 .7933
3836u 0.3282 2.0635 450.0000 0.2559 0 8 1.8118 0 34 0.7799 6.1140 5.8373 2.475 3.038
3635o 350.7969 7.2605 1200.000 0.7322 0 17 0.7936 0 17 0.0021 5.8373 5.2632 .0561 .0527
3635u 0.6696 4.2102 450.0000 0.3504 0 33 2.1891 0 33 0.5233 5.8373 5.2579 3.038 2.795
3533u 0.5928 3.7276 450.0000 0.3526 0 33 2.5574 0 5 0.5947 5.2579 4.5542 2.795 4.342
2217o 14.0423 2.7133 500.0000 0.3771 0 20 1.0350 0 22 0.0269 3.5523 3.1031 .3047 .3063
2217u 0.6241 1.4127 750.0000 1.2738 0 26 2.8115 0 26 2.0410 3.5523 3.0892 2.256 1.785
2019o 11.6942 3.9474 300.0000 0.0944 0 15 0.5870 0 15 0.0081 7.0179 6.0158 .0596 .0525
2019u 0.6375 4.0085 450.0000 0.4140 0 16 2.5880 0 16 0.6494 7.0179 5.9443 2.261 3.209
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 5.9446 3.2084 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.8238 0 15 2.8907 0 15 0.8727 5.9446 3.2084 2.407 2.180
1817o 9.1593 1.0777 500.0000 0.6810 0 15 0.5757 0 16 0.0744 3.2084 3.1029 .4168 .3057
1817u 0.5070 1.7932 600.0000 0.5264 0 9 1.8537 0 9 1.0383 3.2084 3.0892 2.180 2.231
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.5151 3.5154 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1756 0 15 1.6380 0 7 0.7272 4.5151 3.5154 2.440 2.707
0706o 7.2322 2.5889 300.0000 0.0701 0 15 0.3139 0 13 0.0097 5.0256 4.5524 .0852 .1748
0706u 0.1248 1.7661 300.0000 0.0881 0 9 1.2282 0 9 0.7059 5.0256 4.5524 3.418 3.508
0604o 9.6606 3.5619 300.0000 0.3192 0 15 0.9755 0 15 0.0330 4.5524 2.8520 .1747 .1733
0604u 0.3116 2.8210 375.0000 0.3078 0 20 2.7673 0 20 0.9879 4.5524 2.8190 2.806 2.983
0504o 8.6316 3.1844 300.0000 0.0380 0 15 0.4364 0 15 0.0044 4.3157 2.8190 .0524 .0632
0504u 0.1541 2.1802 300.0000 0.1344 0 11 1.8756 0 11 0.8719 4.3157 2.8190 3.385 3.729
0403o 9.0589 2.2976 400.0000 0.0402 0 15 0.2717 0 15 0.0044 2.8190 2.0103 .0474 .0259
0403u 1.9283 4.3647 750.0000 1.1681 0 14 2.7003 0 14 0.6058 2.8190 1.8770 1.491 1.036
0302o 2.9365 0.3241 300.0000 0.1009 0 18 0.2091 0 18 0.0344 1.8770 1.8341 .1899 .0802
0302u 3.2556 3.6173 600.0000 0.7370 0 18 0.8178 0 18 0.2264 1.8770 1.8119 1.295 1.269
14b14ao 75.9084 3.3944 500.0000 0.5924 0 16 0.3599 0 14 0.0078 3.0688 2.6611 .1575 .3222
14b14au 0.1270 1.7965 300.0000 0.1197 0 13 1.6653 0 13 0.9426 3.0688 2.6611 4.229 3.537
FREE # 1 Undefnd Undefnd Undefn 3.7967 0 18
*==================================================*
| 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 0.0000 0.0000 119.8333 0.0754 0.2229 0.0550
5047 90.9028 0.0000 0.0000 29.0972 0.0027 0.0262 0.0002
4946 77.3056 5.2500 0.0000 37.4444 0.0257 0.2529 0.0076
5114b 72.8056 10.4444 0.0000 36.7500 0.0407 0.4035 0.0095
4440 0.1667 24.6667 0.0000 95.1667 0.1412 1.0048 0.0738
4342 0.1667 119.8333 0.0000 0.0000 0.0418 0.1233 0.0742
4241 0.1667 0.0000 0.0000 119.8333 0.0487 0.1631 0.1250
3736 0.1667 26.6389 0.0000 93.1944 0.1020 1.3720 0.0359
3534 107.4167 11.8333 0.0000 0.7500 0.0879 1.7611 0.0356
3422 14.9444 0.0000 0.0000 105.0556 0.1007 1.0128 0.0326
3130 0.1667 19.6389 0.0000 100.1944 0.0720 1.4429 0.0093
3024 0.1667 25.0417 0.0000 94.7917 0.1367 0.1639 3.3401
3036 95.9444 22.1389 1.9167 0.0000 0.1324 2.2274 0.0437
2827 0.1667 0.0000 0.0000 119.8333 0.0376 0.1956 0.0767
2726 107.4097 12.5903 0.0000 0.0000 0.0995 2.0060 0.0173
2629 0.2500 119.7500 0.0000 0.0000 0.0859 0.9116 0.0533
2930 0.2500 18.8889 0.0000 100.8611 0.0861 0.9687 0.1126
2725 0.1667 119.8333 0.0000 0.0000 0.1097 0.1139 2.1219
2524 0.1667 24.9792 0.0000 94.8542 0.1119 0.1141 2.0079
2422 0.1667 119.8333 0.0000 0.0000 0.1679 0.2908 3.3108
L575 0.1667 15.3056 0.0000 104.5278 0.0634 0.8071 0.0578
2117 2.0833 11.8611 0.0000 106.0556 0.1091 1.0955 0.0178
1714B 103.3889 12.8333 3.7778 0.0000 0.0861 1.4322 0.0545
1716 0.1667 93.4167 0.0000 26.4167 0.2938 0.8902 3.6969
1615 0.1667 119.8333 0.0000 0.0000 0.2279 0.4524 3.9996
1614A 3.5417 34.8333 81.6250 0.0000 0.2281 0.4601 2.3714
4514B 99.0208 16.5278 0.0000 4.4514 0.0723 1.1781 0.0657
4515 0.1667 119.8333 0.0000 0.0000 0.0894 0.0729 2.3467
1502 0.1667 119.8333 0.0000 0.0000 0.2334 0.5268 2.4728
14A13 4.7917 115.2083 0.0000 0.0000 0.3521 3.1593 0.4035
1312 4.8333 115.1667 0.0000 0.0000 0.3178 3.2476 0.2960
1211 4.9167 115.0833 0.0000 0.0000 0.3353 5.3920 0.1901
1103 0.1667 119.8333 0.0000 0.0000 0.3494 4.4898 0.2649
0912 114.0000 6.0000 0.0000 0.0000 0.1340 1.3956 0.0038
0908 0.1667 119.8333 0.0000 0.0000 0.1049 0.1136 1.2152
0811 112.3056 4.4444 0.0000 3.2500 0.0643 0.6435 0.0134
0804 0.1667 119.8333 0.0000 0.0000 0.1294 0.1645 1.3184
0201 0.1667 119.8333 0.0000 0.0000 0.3533 3.7443 0.8722
50b50 116.6111 3.3889 0.0000 0.0000 0.0036 0.0175 0.0010
49b40 109.8333 10.1667 0.0000 0.0000 0.0187 0.0908 0.0145
51b50 99.2222 20.7778 0.0000 0.0000 0.0199 0.0964 0.0189
L610 0.1667 119.8333 0.0000 0.0000 0.1263 0.1661 3.5095
5352o 95.2917 6.3611 0.0000 18.3472 0.0872 0.1741 0.1022
5352u 0.1667 119.8333 0.0000 0.0000 0.0455 0.0184 1.6660
5238o 100.7708 15.0833 0.0000 4.1458 0.0951 0.1917 0.1013
5238u 0.1667 119.8333 0.0000 0.0000 0.0634 0.0411 1.9169
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 1.7238
5148u 0.1667 119.8333 0.0000 0.0000 0.0647 0.0410 1.5529
5049u 2.7778 11.7222 0.0000 105.5000 0.0667 0.0384 0.2923
4948u 0.2500 119.7500 0.0000 0.0000 0.0668 0.0410 1.8900
4845o 105.4931 14.4375 0.0000 0.0694 0.0473 0.4724 0.0018
4845u 0.1667 119.8333 0.0000 0.0000 0.0912 0.0729 1.5207
4746o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.1746
4645o 113.9444 6.0556 0.0000 0.0000 0.0297 0.1580 0.0055
4645u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.4072
4140o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4140u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1139 1.6916
4038o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4038u 0.1667 119.8333 0.0000 0.0000 0.1276 0.1638 1.4041
3938o 104.8889 13.2500 0.0000 1.8611 0.0607 0.3032 0.0119
3938u 0.2500 119.7500 0.0000 0.0000 0.0450 0.0184 1.2874
3836o 98.3681 21.6319 0.0000 0.0000 0.1009 1.6302 0.0458
3836u 0.1667 119.8333 0.0000 0.0000 0.1350 0.1636 1.7659
3635o 105.6333 0.0000 0.0000 14.3667 0.0341 0.9226 0.0518
3635u 0.1667 119.8333 0.0000 0.0000 0.1360 0.1666 2.2329
3533u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 3.1445
2217o 103.0000 0.0000 0.0000 17.0000 0.0779 0.3930 0.1465
2217u 0.1667 119.8333 0.0000 0.0000 0.2122 0.4531 3.4627
2019o 117.4833 0.0000 0.0000 2.5167 0.0165 0.1621 0.0096
2019u 0.1667 119.8333 0.0000 0.0000 0.1347 0.1635 2.5987
1918o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 119.8333 0.0000 0.0000 0.1679 0.2912 3.9061
1817o 103.8056 0.0000 0.0000 16.1944 0.0832 1.1902 0.1034
1817u 0.1667 119.8333 0.0000 0.0000 0.1825 0.2964 1.9337
1009o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1139 1.5176
0706o 110.3889 9.4444 0.0000 0.1667 0.0322 0.2265 0.0120
0706u 0.1667 119.8333 0.0000 0.0000 0.0899 0.0727 1.2422
0604o 108.0556 0.0000 0.0000 11.9444 0.0434 0.3274 0.0509
0604u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1135 2.6348
0504o 114.8333 1.9722 0.0000 3.1944 0.0156 0.0922 0.0070
0504u 0.1667 119.8333 0.0000 0.0000 0.0840 0.0729 1.8340
0403o 117.2083 0.0000 0.0000 2.7917 0.0150 0.1478 0.0040
0403u 0.1667 119.8333 0.0000 0.0000 0.2242 0.4570 2.4210
0302o 111.5556 0.0000 0.0000 8.4444 0.0292 0.4839 0.0085
0302u 0.1667 119.8333 0.0000 0.0000 0.3112 0.9868 0.6287
14b14ao 108.3333 11.6667 0.0000 0.0000 0.0586 2.2157 0.0336
14b14au 58.4583 61.5417 0.0000 0.0000 0.0839 0.0727 1.8315
*===========================================*
| 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 0.0122 88.0280 0.0005 0.9976 0.3662 0.0297 0.0686 4.2934
5047 0.0001 0.7674 0.0000 0.4359 0.4517 0.0004 0.0037 0.0350
4946 0.0032 23.2754 0.0004 0.5774 0.5280 0.0031 0.0304 0.0350
5114b 0.0074 53.6371 0.0004 0.6080 0.5438 0.0073 0.0725 0.0350
4440 0.0162 116.9475 0.0008 0.9976 0.8787 0.0475 0.3021 1.7174
4342 0.0119 85.6250 0.0005 0.9976 0.8301 0.0167 0.0319 1.7174
4241 0.0229 164.9660 0.0010 0.9976 1.1286 0.0191 0.0417 1.7174
3736 0.0130 93.6866 0.0006 0.9976 0.6541 0.0335 0.3799 1.9082
3534 0.0256 184.3376 0.0035 0.2087 0.0820 0.0240 0.3130 0.0450
3422 0.0269 193.5438 0.0017 0.7901 0.3638 0.0234 0.2326 0.0450
3130 0.0186 134.0176 0.0008 0.9976 0.9538 0.0181 0.3620 3.3393
3024 0.0912 656.9921 0.0024 0.9976 1.2925 0.0686 0.0745 1.2403
3036 0.0005 3.8625 0.0050 0.3896 0.0127 0.0418 0.5797 0.0209
2827 0.0219 158.0044 0.0010 0.9976 1.0643 0.0147 0.0505 1.9082
2726 0.0164 118.3919 0.0016 0.2079 0.0598 0.0496 0.2924 0.0200
2629 0.0215 154.5073 0.0015 0.9976 0.1769 0.0294 0.1800 3.3393
2930 0.0573 412.5936 0.0032 0.9976 0.6163 0.0323 0.2392 1.9082
2725 0.0443 318.7590 0.0015 0.9976 1.1215 0.0575 0.0465 1.2403
2524 0.0437 314.4970 0.0019 0.9968 1.2874 0.0546 0.0461 1.0219
2422 0.1355 975.9306 0.0034 0.9976 0.6485 0.0983 0.1460 1.2403
L575 0.0333 239.9175 0.0016 0.9976 0.4170 0.0243 0.2106 4.2934
2117 0.0188 135.5673 0.0012 0.9762 0.9163 0.0202 0.2013 0.0200
1714B 0.0120 86.2899 0.0025 0.2720 0.0190 0.0180 0.2155 0.0211
1716 0.4452 3205.5129 0.0119 0.9976 0.9565 0.1637 0.3947 1.2403
1615 0.3048 2194.2912 0.0084 0.9976 0.6826 0.1397 0.2598 1.2403
1614A 0.1407 1012.9983 0.0055 0.9577 0.2146 0.1103 0.2166 0.0130
4514B 0.0250 180.2915 0.0016 0.3400 0.1451 0.0153 0.1949 0.0212
4515 0.0468 336.6741 0.0011 0.9976 0.7889 0.0603 0.0466 1.2403
1502 0.3515 2530.5125 0.0095 0.9976 0.8892 0.1541 0.2707 1.2403
14A13 -0.1865 -1342.479 0.0076 0.9448 0.0056 0.1550 0.9670 0.1226
1312 0.1871 1347.0291 0.0074 0.9444 0.0877 0.1204 0.9932 0.1223
1211 0.1871 1347.2868 0.0069 0.9436 0.0625 0.1282 1.6020 0.1231
1103 0.2318 1668.7840 0.0081 0.9976 0.1348 0.1697 1.4180 11.9262
0912 0.0009 6.2434 0.0002 0.0995 0.0041 0.0416 0.4287 0.0450
0908 0.0189 135.8945 0.0009 0.9976 0.6417 0.0501 0.0371 1.3357
0811 0.0037 26.4998 0.0006 0.1289 0.0628 0.0119 0.1190 0.0450
0804 0.0332 238.7315 0.0016 0.9976 0.5599 0.0655 0.0613 1.2403
0201 0.7673 5524.4488 0.0304 0.9976 0.4926 0.1821 1.2677 3.8164
50b50 0.0001 0.7693 0.0000 0.0536 0.0937 0.0004 0.0018 0.0100
49b40 0.0037 26.6914 0.0004 0.1616 0.3220 0.0031 0.0108 0.0100
51b50 0.0079 56.9055 0.0005 0.3384 0.6666 0.0048 0.0214 0.0100
L610 0.0856 616.3602 0.0021 0.9976 0.5218 0.0777 0.0905 1.1449
5352o 0.0162 116.8225 0.0009 0.4001 0.4238 0.0196 0.0378 0.0350
5352u 0.0095 68.4883 0.0003 0.9976 1.2381 0.0280 0.0105 1.3357
5238o 0.0124 89.5001 0.0009 0.3131 0.2342 0.0196 0.0385 0.0350
5238u 0.0180 129.3838 0.0005 0.9976 1.0470 0.0379 0.0210 1.2403
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0018 0.0034 0.0350
3851u 0.0178 128.2979 0.0005 0.9976 0.7428 0.0409 0.0235 1.2403
5148u 0.0187 134.8127 0.0006 0.9976 0.8182 0.0421 0.0239 1.3357
5049u 0.0060 42.9675 0.0003 0.9658 1.2157 0.0247 0.0092 0.0140
4948u 0.0114 82.1961 0.0005 0.9976 0.4434 0.0350 0.0197 1.3357
4845o 0.0013 9.3614 0.0001 0.2401 0.0277 0.0106 0.1049 0.0350
4845u 0.0289 208.1399 0.0009 0.9976 0.8910 0.0510 0.0379 1.2403
4746o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0005 0.0008 0.0286
4746u 0.0209 150.6631 0.0006 0.9976 0.9770 0.0387 0.0248 1.2403
4645o 0.0003 2.1229 0.0001 0.1003 0.0081 0.0054 0.0258 0.0219
4645u 0.0243 175.1513 0.0006 0.9976 0.4333 0.0462 0.0348 1.3357
4140o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0216
4140u 0.0229 164.5364 0.0012 0.9976 0.9271 0.0477 0.0382 1.2403
4038o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0056 0.0330 0.0216
4038u 0.0434 312.7472 0.0018 0.9976 0.6206 0.0654 0.0765 1.2403
3938o 0.0034 24.5066 0.0003 0.2490 0.1033 0.0131 0.0648 0.0250
3938u 0.0050 36.0541 0.0002 0.9976 0.5332 0.0246 0.0095 1.1449
3836o 0.0252 181.4155 0.0017 0.3497 0.0458 0.0300 0.4147 0.0207
3836u 0.0539 387.9872 0.0024 0.9976 0.7846 0.0679 0.0816 1.2403
3635o 0.0288 207.3740 0.0038 0.2405 0.2577 0.0051 0.0871 0.0350
3635u 0.0778 560.2068 0.0028 0.9976 1.2426 0.0678 0.0816 1.1449
3533u 0.0854 615.1851 0.0023 0.9976 1.2619 0.0675 0.0809 1.1449
2217o 0.0351 253.0743 0.0020 0.2707 0.2182 0.0169 0.0731 0.0211
2217u 0.2588 1863.7064 0.0091 0.9976 0.7735 0.1279 0.2228 1.2403
2019o 0.0016 11.5864 0.0006 0.0387 0.0580 0.0006 0.0054 0.0200
2019u 0.0580 417.4907 0.0024 0.9976 1.7041 0.0659 0.0479 1.2403
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0079 0.0950 0.0261
1918u 0.1069 769.7225 0.0042 0.9976 1.1660 0.0891 0.0994 1.2403
1817o 0.0427 307.7868 0.0034 0.2591 0.1203 0.0160 0.1640 0.0210
1817u 0.0940 676.8698 0.0045 0.9976 0.6558 0.1033 0.1377 1.2403
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0004 0.0023 0.0247
1009u 0.0196 141.0611 0.0010 0.9976 1.0983 0.0440 0.0286 1.3357
0706o 0.0030 21.3408 0.0003 0.1523 0.0910 0.0037 0.0243 0.0212
0706u 0.0149 107.3906 0.0006 0.9976 0.6676 0.0442 0.0270 1.2403
0604o 0.0151 108.5548 0.0015 0.1942 0.2618 0.0053 0.0366 0.0208
0604u 0.0588 423.5238 0.0018 0.9976 1.4446 0.0594 0.0463 1.2403
0504o 0.0011 8.0120 0.0002 0.0842 0.0914 0.0010 0.0057 0.0209
0504u 0.0179 129.0206 0.0008 0.9976 0.7309 0.0442 0.0266 1.2403
0403o 0.0005 3.6507 0.0002 0.0463 0.0451 0.0004 0.0042 0.0450
0403u 0.1632 1175.2988 0.0063 0.9976 1.5017 0.1093 0.1608 1.2403
0302o 0.0040 28.5823 0.0005 0.1430 0.0657 0.0032 0.0451 0.0282
0302u 0.3930 2829.8192 0.0047 0.9976 0.1947 0.1565 0.4606 0.6679
14b14ao 0.0270 194.6446 0.0029 0.1934 0.0594 0.0078 0.2283 0.0350
14b14au 0.0188 135.0700 0.0008 0.6865 0.1749 0.0459 0.0373 0.0140
FREE # 1 0.7674 5525.4625
*===============================================================*
| 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 0.0972 0.0000 0.5445 0.0987 0.1310 9.0535 8.4987 Max Flow
5047 0.0022 0.0000 1.1032 0.0008 0.0013 5.7042 4.6008 Max Flow
4946 0.0740 0.0000 0.9854 0.0178 0.0222 5.0224 4.0226 Max Flow
5114b 0.0889 0.0000 0.2719 0.0201 0.0214 4.8216 3.0584 Max Flow
4440 0.1429 0.0000 0.0054 0.1083 0.0838 8.0841 6.5129 Max Flow
4342 0.1061 0.0000 0.3973 0.0964 0.0729 9.2733 8.3990 Max Flow
4241 0.2059 0.0000 0.7009 0.1244 0.0987 8.3989 7.6987 Max Flow
3736 0.1127 0.0000 0.0042 0.0743 0.0636 7.0636 5.8113 Max Flow
3534 0.6878 0.0000 0.4188 0.0492 0.0577 5.2579 4.3914 Max Flow
3422 0.3359 0.0000 0.1902 0.0492 0.1249 4.4472 4.2492 Max Flow
3130 0.1709 0.0000 0.0507 0.0192 0.0211 7.5216 5.8139 Max Flow
3024 0.4439 1.2807 1.1382 0.4278 0.3541 5.7328 3.2877 Max Flow
3036 0.3632 0.0000 0.0035 0.1175 0.1355 5.8386 5.8369 Max Flow
2827 0.1962 0.0000 1.5998 0.0931 0.0761 8.3766 6.7761 Max Flow
2726 0.3168 0.0000 0.0022 0.0294 0.0257 6.7259 6.6921 Max Flow
2629 0.3004 0.0000 0.1581 0.1095 0.1826 6.6944 6.5289 Max Flow
2930 0.5902 0.0000 0.2310 0.1417 0.1289 6.5290 5.8229 Max Flow
2725 0.2603 0.8523 0.6072 0.3505 0.3750 6.7044 5.2238 Max Flow
2524 0.2530 0.4988 1.4767 0.3485 0.2810 5.2341 3.2112 Max Flow
2422 0.5999 0.2428 0.3685 0.5029 0.3751 3.6062 3.0414 Max Flow
L575 0.3372 0.0000 1.2771 0.0987 0.1172 4.8173 3.5183 Max Flow
2117 0.1732 0.0000 0.0507 0.0309 0.0415 3.0425 2.9904 Max Flow
1714B 0.3822 0.0000 0.0250 0.1206 0.1778 3.0892 3.0666 Max Flow
1716 2.0903 -0.1883 0.1748 0.8220 0.6247 3.0660 3.0785 Max Flow
1615 1.2304 0.4369 0.3258 0.6677 0.7500 3.1025 2.3355 Max Flow
1614A 0.8579 0.4269 0.0589 0.5737 0.7500 3.0816 2.5960 Max Flow
4514B 0.3004 0.0000 0.0279 0.1094 0.0947 3.5950 3.0640 Max Flow
4515 0.1679 0.5944 0.9409 0.2879 0.2155 3.5106 1.9703 Max Flow
1502 1.3804 -0.2153 0.7785 0.7017 0.8250 2.3382 1.7983 Max Flow
14A13 0.0178 0.0000 0.0096 0.0738 0.1399 2.0015 1.9912 Max Flow
1312 1.4662 0.0000 0.2080 0.3956 0.6987 2.5264 2.3157 Max Flow
1211 1.4095 0.0000 0.1724 0.4024 0.6435 2.3246 2.1401 Max Flow
1103 1.5051 0.0000 0.2849 0.3349 0.8182 2.1497 1.8605 Max Flow
0912 0.0342 0.0000 0.0012 0.0088 0.0150 3.5154 2.2735 Max Flow
0908 0.1339 0.1599 0.3311 0.2699 0.2591 3.5027 3.0117 Max Flow
0811 0.1288 0.0000 0.5494 0.0254 0.0381 3.0386 2.0555 Max Flow
0804 0.2412 0.2071 0.3535 0.3455 0.4500 3.0043 2.4350 Max Flow
0201 3.7694 0.0000 0.1202 0.5598 0.7617 1.8116 1.6918 Max Flow
50b50 0.0048 0.0000 0.1361 0.0025 0.0011 5.9032 5.7041 Max Flow
49b40 0.0688 0.0000 0.1204 0.0270 0.0160 5.2160 5.0219 Max Flow
51b50 0.0899 0.0000 0.1613 0.0329 0.0183 5.0188 4.8216 Max Flow
L610 0.3556 0.6816 0.6436 0.4052 0.3491 4.3612 3.0414 Max Flow
5352o 0.1850 0.0000 1.1879 0.1020 0.0928 8.4929 7.1987 Max Flow
5352u 0.0357 0.0710 2.0626 1.0233 0.1500 8.4233 6.2649 Max Flow
5238o 0.1833 0.0000 0.9097 0.1014 0.0989 7.1990 6.1124 Max Flow
5238u 0.0734 0.1508 1.0506 0.2108 0.1843 7.1180 5.9354 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0645 0.2050 1.0974 0.2043 0.1790 5.8477 4.5451 Max Flow
5148u 0.0704 0.2261 0.5832 0.2090 0.2250 4.7489 3.9390 Max Flow
5049u 0.0536 0.1548 0.5352 0.1913 0.1725 5.9033 5.2157 Max Flow
4948u 0.0693 0.0798 0.5255 0.2083 0.2250 5.2153 4.6085 Max Flow
4845o 0.0164 0.0000 0.0052 0.0060 0.0093 4.6096 3.5950 Max Flow
4845u 0.1120 0.4188 0.7851 0.2569 0.2137 4.5512 3.3408 Max Flow
4746o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746u 0.0881 0.2527 0.2017 0.2310 0.1654 4.4835 4.0283 Max Flow
4645o 0.0135 0.0000 0.0105 0.0316 0.0320 4.0320 3.5951 Max Flow
4645u 0.0950 0.0792 0.3580 0.2395 0.2145 4.0320 3.5950 Max Flow
4140o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4140u 0.2045 0.5639 0.4274 0.3268 0.2224 7.5124 6.5209 Max Flow
4038o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4038u 0.2162 0.0870 0.3846 0.3275 0.3064 6.5764 6.1050 Max Flow
3938o 0.0534 0.0000 0.0336 0.0226 0.0215 7.0223 6.1112 Max Flow
3938u 0.0275 0.3909 1.0499 0.1415 0.1319 7.0135 5.5754 Max Flow
3836o 0.3395 0.0000 0.0178 0.1147 0.1138 6.1140 5.8282 Max Flow
3836u 0.2559 0.0973 0.3167 0.3553 0.2990 6.0146 5.6014 Max Flow
3635o 0.7317 0.0519 0.6965 0.0691 0.0632 5.8373 5.2632 Max Flow
3635u 0.3502 0.8932 0.1269 0.4032 0.2311 5.6251 4.6024 Max Flow
3533u 0.3525 0.4297 0.4897 0.4041 0.2498 4.6124 3.6963 Max Flow
2217o 0.3768 0.0000 0.4474 0.1639 0.1531 3.5523 3.1031 Max Flow
2217u 1.2737 0.4099 0.4357 0.6751 0.7500 3.4414 2.6010 Max Flow
2019o 0.0944 0.0000 0.9932 0.0208 0.0158 7.0170 6.0158 Max Flow
2019u 0.4130 1.1509 0.6225 0.4212 0.2638 6.9673 5.1856 Max Flow
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1918u 0.8233 0.7235 1.9464 0.5581 0.4339 5.8878 3.2064 Max Flow
1817o 0.6809 0.0000 0.0866 0.1528 0.2073 3.2084 3.1028 Max Flow
1817u 0.5226 0.1430 0.1578 0.4726 0.5111 3.0210 2.7313 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.1755 0.4285 0.5694 0.3068 0.2372 4.5146 3.5148 Max Flow
0706o 0.0699 0.0000 0.1300 0.0258 0.0253 5.0255 4.5520 Max Flow
0706u 0.0881 0.2598 0.2418 0.2311 0.1861 5.0111 4.5096 Max Flow
0604o 0.3192 0.0000 1.6981 0.0665 0.0520 4.5524 2.8520 Max Flow
0604u 0.3076 0.5225 1.7292 1.0063 0.3033 4.5063 2.2499 Max Flow
0504o 0.0380 0.0000 1.2379 0.0170 0.0151 4.3157 2.8177 Max Flow
0504u 0.1340 0.5856 1.1783 0.2735 0.2164 4.2991 2.5195 Max Flow
0403o 0.0399 0.0000 0.8061 0.0103 0.0145 2.8189 2.0103 Max Flow
0403u 1.1678 0.7906 0.2051 0.6561 0.4212 2.8033 1.7869 Max Flow
0302o 0.1009 0.0000 0.0388 0.0241 0.0626 1.8770 1.8341 Max Flow
0302u 0.7370 0.0626 0.0026 0.2909 0.1753 1.8764 1.8112 Max Flow
14b14ao 0.5924 0.0000 0.0426 0.0830 0.0786 3.0688 2.6565 Max Flow
14b14au 0.1197 0.2980 0.1717 0.2638 0.2318 3.0202 2.5483 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 11.8333 108.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 9.1667 19.8333 91.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4946 12.8333 30.0000 77.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 12.1667 35.1667 72.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4440 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4241 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.3333 12.1667 107.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 11.5000 93.6667 14.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 18.5000 101.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.6667 0.5000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 24.0000 96.0000 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 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2629 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 1.0000 69.3333 49.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.8333 0.3333 104.6667 0.0000 0.6667 0.0000 13.5000 0.0000 None
2524 0.3333 0.6667 119.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 92.8333 0.3333 0.0000 17.5000 8.1667 0.0000 None
L575 13.8333 106.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 21.5000 96.5000 2.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 16.6667 103.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.1667 1.0000 85.0000 8.3333 0.0000 16.1667 9.3333 0.0000 None
1615 0.3333 40.6667 2.8333 0.6667 26.3333 0.0000 49.1667 0.0000 None
1614A 0.0000 83.0000 0.0000 16.6667 18.6667 1.3333 0.3333 0.0000 None
4514B 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.8333 0.3333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 106.3333 13.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 115.3333 4.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 3.0000 112.1667 4.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 115.0000 5.0000 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 6.0000 114.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 107.0000 0.8333 0.0000 8.0000 3.0000 0.0000 None
0811 1.6667 6.0000 112.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 67.8333 30.8333 0.0000 13.5000 0.0000 7.8333 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 93.0000 0.6667 0.0000 18.0000 7.1667 0.0000 None
5352o 0.5000 5.1667 114.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.1667 1.0000 118.1667 0.0000 0.5000 0.0000 0.1667 0.0000 None
5238o 4.0000 9.1667 106.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.1667 1.0000 114.0000 0.0000 0.0000 0.0000 4.8333 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 98.1667 0.0000 0.0000 0.0000 20.6667 0.0000 None
5148u 2.3333 0.3333 85.0000 0.0000 26.8333 0.0000 5.5000 0.0000 None
5049u 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4948u 1.0000 0.1667 95.1667 1.1667 11.6667 9.8333 1.0000 0.0000 None
4845o 0.0000 14.5000 105.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 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 103.6667 1.0000 0.0000 6.8333 7.3333 0.0000 None
4645o 0.0000 6.0000 114.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 92.0000 3.1667 0.0000 22.5000 1.1667 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 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038u 0.0000 1.1667 92.6667 6.6667 0.0000 16.5000 3.0000 0.0000 None
3938o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3938u 0.5000 0.6667 97.1667 0.0000 0.0000 0.0000 21.6667 0.0000 None
3836o 0.0000 14.3333 105.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 90.3333 0.1667 0.0000 27.1667 1.1667 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 91.8333 1.3333 0.0000 18.5000 7.3333 0.0000 None
3533u 0.6667 0.1667 96.6667 1.6667 0.0000 14.3333 6.5000 0.0000 None
2217o 0.5000 1.0000 118.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 70.0000 31.0000 0.1667 0.0000 17.8333 0.0000 1.0000 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 119.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.1667 1.0000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 8.5000 7.6667 103.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.1667 78.5000 5.5000 2.3333 15.5000 17.0000 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 0.1667 4.6667 115.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 105.8333 0.1667 0.0000 12.3333 0.5000 0.0000 None
0604o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.1667 1.0000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.1667 1.0000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 1.3333 1.3333 117.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.5000 0.6667 105.0000 0.0000 0.0000 0.0000 13.8333 0.0000 None
0302o 5.3333 3.1667 111.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 10.3333 93.5000 0.0000 11.8333 3.1667 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 86.8333 4.1667 0.0000 28.5000 0.5000 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
5453 0.0000 0.0000 0.0000 0.0000
5047 0.0000 0.0000 18.5583 0.0000
4946 3.7500 3.7500 93.6667 0.0000
5114b 10.0833 10.1111 91.9444 0.0000
4440 24.6667 25.7778 95.3611 0.0000
4342 118.6389 119.7917 4.8056 0.0000
4241 0.3264 0.3264 118.5278 0.0000
3736 26.6056 27.7500 3.3611 0.0000
3534 103.9778 103.9944 0.7222 0.0000
3422 0.0000 0.0000 0.0000 0.0000
3130 18.9444 18.9722 89.4722 0.0000
3024 0.0000 0.6111 94.9778 0.0000
3036 2.4167 9.0278 0.0000 0.0000
2827 0.1833 1.1833 29.5556 0.0000
2726 112.6667 112.6667 0.0000 0.0000
2629 9.1667 9.3333 0.0000 0.0000
2930 18.8333 93.8333 0.0000 0.0000
2725 0.0000 0.0000 101.0972 0.0000
2524 5.2778 5.3056 94.3889 0.0000
2422 90.7500 93.5000 2.0833 0.0000
L575 13.1389 13.1389 0.0000 0.0000
2117 2.3611 11.5278 85.0611 0.0000
1714B 0.0000 9.2500 0.0000 0.0000
1716 68.4306 73.0167 73.7361 0.0000
1615 0.7569 83.6250 0.0000 0.0000
1614A 0.0000 3.2500 0.0000 0.0000
4514B 108.9167 108.9722 1.5556 0.0000
4515 82.9167 83.4583 4.8611 0.0000
1502 1.3333 1.7778 19.8472 0.0000
14A13 84.0000 85.7500 0.0000 0.0000
1312 89.8056 101.3611 0.2083 0.0000
1211 110.6667 110.6944 0.0000 0.0000
1103 2.6250 13.2361 0.0000 0.0000
0912 108.2778 108.2778 0.0000 0.0000
0908 103.8611 106.8056 0.0278 0.0000
0811 105.0000 105.0278 0.1111 0.0000
0804 95.8125 106.1944 0.0000 0.0000
0201 9.7247 11.9664 0.0000 0.0000
50b50 106.0833 106.1667 107.9167 0.0000
49b40 109.6944 109.7500 9.6389 0.0000
51b50 110.3056 110.3611 20.0278 0.0000
L610 86.7778 90.1111 0.8264 0.0000
5352o 5.9167 6.1319 109.0069 0.0000
5352u 1.7917 2.2569 90.6667 0.0000
5238o 108.0556 108.1944 0.0208 0.0000
5238u 88.3542 88.7222 89.8056 0.0000
3851o 0.0000 0.0000 0.0000 0.0000
3851u 86.4306 86.4306 49.9444 0.0000
5148u 0.0000 0.0000 82.2292 0.0000
5049u 5.4444 11.5556 112.5764 0.0000
4948u 90.8056 92.8194 3.2083 0.0000
4845o 113.4583 113.4583 0.0208 0.0000
4845u 77.1250 89.0139 90.4722 0.0000
4746o 0.0000 0.0000 0.0000 0.0000
4746u 82.4722 93.4167 93.0694 0.0000
4645o 107.6111 107.6111 0.0000 0.0000
4645u 92.1667 92.1667 0.0000 0.0000
4140o 0.0000 0.0000 0.0000 0.0000
4140u 96.2153 100.1389 93.8889 0.0000
4038o 0.0000 0.0000 0.0000 0.0000
4038u 87.3056 88.3889 3.3056 0.0000
3938o 110.9444 110.9722 1.9444 0.0000
3938u 85.1944 86.6528 3.2500 0.0000
3836o 111.7708 111.7708 0.0000 0.0000
3836u 21.5000 91.3958 84.6250 0.0000
3635o 0.0000 106.1167 0.0000 0.0000
3635u 0.0000 1.0889 90.4583 0.0000
3533u 86.0278 88.2639 90.6250 0.0000
2217o 100.8848 101.4802 93.6389 0.0000
2217u 0.0000 0.0000 8.0625 0.0000
2019o 0.0278 0.0278 106.0833 0.0000
2019u 84.5972 109.6944 115.2500 0.0000
1918o 0.0000 0.0000 0.0000 0.0000
1918u 101.0278 101.2222 98.8333 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 26.1667 96.3194 0.8889 0.0000
1009o 0.0000 0.0000 0.0000 0.0000
1009u 97.7083 105.8889 94.5556 0.0000
0706o 110.6667 110.6667 0.0000 0.0000
0706u 94.4861 104.7500 3.2222 0.0000
0604o 0.1458 0.1458 111.3125 0.0000
0604u 101.4792 104.3750 104.9167 0.0000
0504o 1.7500 1.7778 107.0556 0.0000
0504u 103.6319 105.0833 2.8611 0.0000
0403o 0.0000 0.0000 103.7361 0.0000
0403u 42.6667 58.1667 91.7361 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 14.6181 104.7778 0.0694 0.0000
14b14ao 107.5833 107.5833 0.0000 0.0000
14b14au 82.5000 84.1250 0.0000 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
5453 0.1294 0.4387 0.0551 0.0002 0.0970 0.0000 0.0017 0.2211 0.0001 0.0748 9.9498 0.0047 0.1290
5047 0.0246 0.0841 0.0246 0.0000 0.0022 0.0000 0.0000 0.0261 0.0000 0.0001 1.2289 0.0001 0.0027
4946 0.0856 0.2927 0.0856 0.0000 0.0740 0.0000 0.0001 0.2527 0.0001 0.0050 11.3703 0.0050 0.0258
5114b 0.0645 0.2206 0.0645 0.0000 0.0889 0.0000 0.0003 0.4029 0.0003 0.0141 20.1471 0.0141 0.0411
4440 0.0428 0.1712 0.0177 0.0095 0.1335 0.0000 0.2221 0.7803 0.0024 9.9951 35.1115 0.1084 0.2553
4342 0.0000 0.8677 0.0000 0.0000 0.1061 0.0000 0.0000 0.1223 0.0000 0.0000 2.9358 0.0000 0.0858
4241 0.0000 1.2692 0.0000 0.0000 0.2061 0.0000 0.0000 0.1624 0.0000 0.0000 3.8982 0.0000 0.0989
3736 0.0200 0.0911 0.0200 0.0017 0.1094 0.0017 0.0845 1.2019 0.0845 4.2230 60.0944 4.2230 0.2105
3534 0.0528 0.3907 0.0528 0.0000 0.6877 0.0000 0.0004 1.7603 0.0004 0.0109 48.4072 0.0109 0.0889
3422 0.0706 0.3322 0.0706 0.0001 0.3358 0.0001 0.0011 1.0107 0.0011 0.0425 40.4283 0.0425 0.1031
3130 0.0252 0.1186 0.0252 0.0000 0.1710 0.0000 0.0005 1.4418 0.0005 0.0292 79.3000 0.0292 0.0728
3036 0.0521 0.1977 0.0521 0.0137 0.3362 0.0137 0.2625 1.7007 0.2625 4.7255 30.6132 4.7255 0.2677
2827 0.0000 1.0114 0.0000 0.0000 0.1964 0.0000 0.0000 0.1942 0.0000 0.0000 9.7078 0.0000 0.0765
2726 0.0387 0.1581 0.0387 0.0000 0.3168 0.0000 0.0013 2.0034 0.0013 0.0128 20.0340 0.0128 0.1012
2629 0.0876 0.3372 0.0876 0.0011 0.2982 0.0011 0.0127 0.8842 0.0127 0.5713 39.7883 0.5713 0.1681
2930 0.1023 0.6302 0.1023 0.0019 0.5867 0.0019 0.0184 0.9310 0.0184 0.8823 44.6869 0.8823 0.1738
L575 0.0000 0.4190 0.0000 0.0000 0.3375 0.0000 0.0000 0.8054 0.0000 0.0000 48.3235 0.0000 0.1276
2117 0.0302 0.1600 0.0302 0.0000 0.1749 0.0000 0.0010 1.0934 0.0010 0.0104 10.9338 0.0104 0.1116
1714B 0.0659 0.3122 0.0658 0.0140 0.3651 0.0031 0.2131 1.1692 0.0468 5.9677 32.7364 1.3093 0.2028
4514B 0.0581 0.3240 0.0330 0.0169 0.2835 0.0004 0.2912 0.8750 0.0110 6.9877 20.9996 0.2639 0.1669
14A13 0.1936 0.4824 0.0000 0.0295 1.4454 0.0000 0.1524 2.9962 0.0000 1.5240 29.9616 0.0000 0.9262
1312 0.0000 0.4532 0.0000 0.0000 1.4690 0.0000 0.0000 3.2410 0.0000 0.0000 45.3744 0.0000 0.6547
1211 0.0000 0.2617 0.0000 0.0000 1.4095 0.0000 0.0000 5.3854 0.0000 0.0000 199.2588 0.0000 0.7187
1103 0.1399 0.3681 0.0000 0.0854 1.4224 0.0000 0.6103 3.8645 0.0000 21.3596 135.2578 0.0000 0.7906
0912 0.0033 0.0245 0.0033 0.0000 0.0342 0.0000 0.0010 1.3936 0.0010 0.0556 76.6472 0.0556 0.1422
0811 0.0271 0.2004 0.0271 0.0000 0.1289 0.0000 0.0002 0.6431 0.0002 0.0118 35.3695 0.0118 0.0656
0201 0.0849 1.1880 0.0895 0.0361 3.7296 0.0128 0.4249 3.1395 0.1426 4.2492 31.3947 1.4263 0.7623
50b50 0.0585 0.2752 0.0585 0.0000 0.0048 0.0000 0.0000 0.0175 0.0000 0.0000 0.1750 0.0000 The text continues on section 5.