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d20y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:53.
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 54.5000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
2 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
4 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
5 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
6 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
7 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
8 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
9 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
10 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
11 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
12 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
13 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
14 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
15 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
16 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
17 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
18 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
20 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
21 N52#1 N52 10.000 .28000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
22 N52#2 N52 10.000 .56000E-01 25.00 4.000 0.020 0.045 0.000 0.000 0.00
23 N44#1 N44 50.000 .12200 100.00 1.000 0.020 0.045 0.000 0.000 0.00
24 N44#2 N44 50.000 .15600 11.00 1.000 0.020 0.045 0.000 0.000 0.00
25 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
26 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
27 N42#1 N42 50.000 .10000 100.00 1.000 0.020 0.045 0.000 0.000 0.00
28 N42#2 N42 50.000 .90000E-01 10.00 1.000 0.020 0.045 0.000 0.000 0.00
29 N40#1 N40 15.000 .35000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
30 N40#2 N40 8.0000 .19000E-01 15.00 2.000 0.020 0.045 0.000 0.000 0.00
31 N39#1 N39 12.000 .58000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
32 N39#2 N39 13.000 .86000E-01 26.00 4.000 0.020 0.045 0.000 0.000 0.00
33 N38#1 N38 8.0000 .98000E-01100.00 0.900 0.020 0.045 0.000 0.000 0.00
34 N38#2 N38 27.000 .15500 26.00 0.900 0.020 0.045 0.000 0.000 0.00
35 N51B#1 N51B 23.000 .51000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
36 N51B#2 N51B 23.000 .10100 25.00 3.000 0.020 0.045 0.000 0.000 0.00
37 N50B#1 N50B 25.000 .84000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
38 N50B#2 N50B 25.000 .24000E-01 20.00 3.000 0.020 0.045 0.000 0.000 0.00
39 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
40 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
41 N49B#1 N49B 23.000 .53000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
42 N49B#2 N49B 23.000 .10500 25.00 4.000 0.020 0.045 0.000 0.000 0.00
43 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
44 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
45 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
46 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
47 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
50 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
51 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
52 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
53 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
54 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
55 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
56 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
57 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
58 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
59 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
60 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
62 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
63 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
64 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
65 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
66 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
67 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
68 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
69 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
70 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
71 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
72 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
73 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
74 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
75 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
76 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N21#1 0.0010 2.0000 2.0000
2 N21#2 0.0010 2.0000 2.0000
3 N37#1 0.0010 2.0000 2.0000
4 N37#2 0.0010 2.0000 2.0000
5 N31#1 0.0010 2.0000 2.0000
6 N31#2 0.0010 2.0000 2.0000
7 N28#1 0.0010 2.0000 2.0000
8 N28#2 0.0010 2.0000 2.0000
9 N27#1 0.0010 2.0000 2.0000
10 N27#2 0.0010 2.0000 2.0000
11 N26#1 0.0010 2.0000 2.0000
12 N26#2 0.0010 2.0000 2.0000
13 N29#1 0.0010 2.0000 2.0000
14 N29#2 0.0010 2.0000 2.0000
15 N30#1 0.0010 2.0000 2.0000
16 N30#2 0.0010 2.0000 2.0000
17 N54#1 0.0010 2.0000 2.0000
18 N54#2 0.0010 2.0000 2.0000
19 N53#1 0.0010 2.0000 2.0000
20 N53#2 0.0010 2.0000 2.0000
21 N52#1 0.0010 2.0000 2.0000
22 N52#2 0.0010 2.0000 2.0000
23 N44#1 0.0010 2.0000 2.0000
24 N44#2 0.0010 2.0000 2.0000
25 N43#1 0.0010 2.0000 2.0000
26 N43#2 0.0010 2.0000 2.0000
27 N42#1 0.0010 2.0000 2.0000
28 N42#2 0.0010 2.0000 2.0000
29 N40#1 0.0010 2.0000 2.0000
30 N40#2 0.0010 2.0000 2.0000
31 N39#1 0.0010 2.0000 2.0000
32 N39#2 0.0010 2.0000 2.0000
33 N38#1 0.0010 2.0000 2.0000
34 N38#2 0.0010 2.0000 2.0000
35 N51B#1 0.0010 2.0000 2.0000
36 N51B#2 0.0010 2.0000 2.0000
37 N50B#1 0.0010 2.0000 2.0000
38 N50B#2 0.0010 2.0000 2.0000
39 N47#1 0.0010 2.0000 2.0000
40 N47#2 0.0010 2.0000 2.0000
41 N49B#1 0.0010 2.0000 2.0000
42 N49B#2 0.0010 2.0000 2.0000
43 N45#1 0.0010 2.0000 2.0000
44 N45#2 0.0010 2.0000 2.0000
45 N10#1 0.0010 2.0000 2.0000
46 N10#2 0.0010 2.0000 2.0000
47 N8#1 0.0010 2.0000 2.0000
48 N8#2 0.0010 2.0000 2.0000
49 N11#1 0.0010 2.0000 2.0000
50 N11#2 0.0010 2.0000 2.0000
51 N7#1 0.0010 2.0000 2.0000
52 N7#2 0.0010 2.0000 2.0000
53 N6#1 0.0010 2.0000 2.0000
54 N6#2 0.0010 2.0000 2.0000
55 N5#1 0.0010 2.0000 2.0000
56 N5#2 0.0010 2.0000 2.0000
57 N4#1 0.0010 2.0000 2.0000
58 N4#2 0.0010 2.0000 2.0000
59 N2#1 0.0010 2.0000 2.0000
60 N2#2 0.0010 2.0000 2.0000
61 N36#1 0.0010 2.0000 2.0000
62 N36#2 0.0010 2.0000 2.0000
63 N35#1 0.0010 2.0000 2.0000
64 N35#2 0.0010 2.0000 2.0000
65 N23#1 0.0010 2.0000 2.0000
66 N23#2 0.0010 2.0000 2.0000
67 N22#1 0.0010 2.0000 2.0000
68 N22#2 0.0010 2.0000 2.0000
69 N20#1 0.0010 2.0000 2.0000
70 N20#2 0.0010 2.0000 2.0000
71 N19#1 0.0010 2.0000 2.0000
72 N19#2 0.0010 2.0000 2.0000
73 N18#1 0.0010 2.0000 2.0000
74 N18#2 0.0010 2.0000 2.0000
75 N17#1 0.0010 2.0000 2.0000
76 N17#2 0.0010 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N40#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N40#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N39#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N39#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N51B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N51B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N50B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N50B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N49B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N49B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
71 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
72 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
73 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
74 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
75 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
76 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 76
Total Tributary Area (hectares). 13.39
Impervious Area (hectares)...... 6.48
Pervious Area (hectares)........ 6.90
Total Width (hectares).......... 2033.70
Percent Imperviousness.......... 48.42
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N37 No Tributary Channel/Pipes
Tributary Subareas........ N37#1 N37#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N27 No Tributary Channel/Pipes
Tributary Subareas........ N27#1 N27#2
N26 No Tributary Channel/Pipes
Tributary Subareas........ N26#1 N26#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N54 No Tributary Channel/Pipes
Tributary Subareas........ N54#1 N54#2
N53 No Tributary Channel/Pipes
Tributary Subareas........ N53#1 N53#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N44 No Tributary Channel/Pipes
Tributary Subareas........ N44#1 N44#2
N43 No Tributary Channel/Pipes
Tributary Subareas........ N43#1 N43#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N40 No Tributary Channel/Pipes
Tributary Subareas........ N40#1 N40#2
N39 No Tributary Channel/Pipes
Tributary Subareas........ N39#1 N39#2
N38 No Tributary Channel/Pipes
Tributary Subareas........ N38#1 N38#2
N51B No Tributary Channel/Pipes
Tributary Subareas........ N51B#1 N51B#2
N50B No Tributary Channel/Pipes
Tributary Subareas........ N50B#1 N50B#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N49B No Tributary Channel/Pipes
Tributary Subareas........ N49B#1 N49B#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N10 No Tributary Channel/Pipes
Tributary Subareas........ N10#1 N10#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N7 No Tributary Channel/Pipes
Tributary Subareas........ N7#1 N7#2
N6 No Tributary Channel/Pipes
Tributary Subareas........ N6#1 N6#2
N5 No Tributary Channel/Pipes
Tributary Subareas........ N5#1 N5#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
***********************************************************
* Hydrographs will be stored for the following 38 INLETS *
***********************************************************
N21 N37 N31 N28 N27 N26
N29 N30 N54 N53 N52 N44
N43 N42 N40 N39 N38 N51B
N50B N47 N49B N45 N10 N8
N11 N7 N6 N5 N4 N2
N36 N35 N23 N22 N20 N19
N18 N17
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 540
Final Julian Date = 1903001
Final time of day = 32400. seconds.
Final time of day = 9.00 hours.
Final running time = 9.0000 hours.
Final running time = 0.3750 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N21#1 1764 540 N21#2 3544 1080 N37#1 1772 540
N37#2 3548 1080 N31#1 1772 540 N31#2 3548 1080
N28#1 1772 540 N28#2 3552 1080 N27#1 1764 540
N27#2 3524 1080 N26#1 1764 540 N26#2 1744 540
N29#1 1776 540 N29#2 3524 1080 N30#1 1776 540
N30#2 3556 1080 N54#1 1784 540 N54#2 1756 540
N53#1 1692 540 N53#2 1760 540 N52#1 1784 540
N52#2 3552 1080 N44#1 1776 540 N44#2 3632 1080
N43#1 1764 540 N43#2 1760 540 N42#1 1780 540
N42#2 3764 1080 N40#1 1780 540 N40#2 3684 1080
N39#1 1776 540 N39#2 3552 1080 N38#1 1744 540
N38#2 3532 1080 N51B#1 1784 540 N51B#2 3556 1080
N50B#1 1780 540 N50B#2 3780 1080 N47#1 1788 540
N47#2 3528 1080 N49B#1 1784 540 N49B#2 3556 1080
N45#1 1788 540 N45#2 3532 1080 N10#1 1768 540
N10#2 1752 540 N8#1 1768 540 N8#2 1752 540
N11#1 1736 540 N11#2 3572 1080 N7#1 1768 540
N7#2 1752 540 N6#1 1756 540 N6#2 1736 540
N5#1 1768 540 N5#2 1752 540 N4#1 1768 540
N4#2 1752 540 N2#1 1764 540 N2#2 3532 1080
N36#1 1772 540 N36#2 3544 1080 N35#1 1784 540
N35#2 1784 540 N23#1 1768 540 N23#2 3560 1080
N22#1 1764 540 N22#2 1760 540 N20#1 1744 540
N20#2 1700 540 N19#1 1776 540 N19#2 3512 1080
N18#1 1760 540 N18#2 3528 1080 N17#1 1776 540
N17#2 3616 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 54.5000 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) 7.295370E+03 54.500
Total Infiltration 5.530120E+01 0.413
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 7.248691E+03 54.151
Total Water remaining in Surface Storage 3.230614E+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......... 7.307223E+03 54.589
Total Precipitation + Initial Storage. 7.295370E+03 54.500
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.1625
****************************************************
* 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.............. 7.248691E+03 54.151
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.................. 7.223666E+03 53.964
Initial Storage + Inflow.................... 7.248691E+03 54.151
Final Storage + Outflow + Diverted GW....... 7.223666E+03 53.964
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.3464
##################################################
# 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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.78129 0.00000 53.76902 0.00000 53.77172
Total Losses (mm)...... 0.00000 0.70952 0.00000 0.71834 0.00000 0.71649
Remaining Depth (mm)... 0.00000 0.00919 0.00000 0.01263 0.00000 0.01179
Peak Runoff Rate (cms). 0.00000 0.10218 0.00000 0.06192 0.00000 0.09410
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.56979 54.61948 54.59937 54.68005 54.59932 54.68379
Peak Runoff Rate (cms). 0.00069 0.12793 0.06304 0.02762 0.09246 0.04186
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.56979 54.61948 54.59937 54.68005 54.59932 54.68379
Peak Runoff Rate (cms). 0.00069 0.12793 0.06304 0.02762 0.09246 0.04186
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) 54.56979 54.24229 54.59937 54.04233 54.59932 54.04534
Peak Runoff Rate (cms). 0.00069 0.23011 0.06304 0.08955 0.09246 0.13596
Unit Runoff (mm/hr).... 248.89044 253.12724 254.26740 250.04134 254.26255 250.52714
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.76820 0.00000 53.72512 0.00000 53.71006
Total Losses (mm)...... 0.00000 0.71890 0.00000 0.74111 0.00000 0.74624
Remaining Depth (mm)... 0.00000 0.01290 0.00000 0.03377 0.00000 0.04371
Peak Runoff Rate (cms). 0.00000 0.11575 0.00000 0.19161 0.00000 0.02149
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.59985 54.69922 54.57715 54.61590 54.57003 0.00000
Peak Runoff Rate (cms). 0.10649 0.04020 0.14433 0.11462 0.01577 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.59985 54.69922 54.57715 54.61590 54.57003 0.00000
Peak Runoff Rate (cms). 0.10649 0.04020 0.14433 0.11462 0.01577 0.00045
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) 54.59985 54.00096 54.57715 54.03690 54.57003 53.71006
Peak Runoff Rate (cms). 0.10649 0.15595 0.14433 0.30623 0.01577 0.02149
Unit Runoff (mm/hr).... 254.32056 249.38726 250.67890 239.06073 248.95357 222.85324
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.74052 0.00000 53.78413 0.00000 53.74930
Total Losses (mm)...... 0.00000 0.73462 0.00000 0.70733 0.00000 0.73024
Remaining Depth (mm)... 0.00000 0.02486 0.00000 0.00854 0.00000 0.02046
Peak Runoff Rate (cms). 0.00000 0.18939 0.00000 0.07500 0.00000 0.14052
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.61258 54.61030 54.62142 54.71324 54.68648 0.00000
Peak Runoff Rate (cms). 0.09289 0.14768 0.06487 0.02850 0.00071 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.61258 54.61030 54.62142 54.71324 54.68648 0.00000
Peak Runoff Rate (cms). 0.09289 0.14768 0.06487 0.02850 0.00071 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) 54.61258 54.10583 54.62142 54.03499 54.68648 53.74930
Peak Runoff Rate (cms). 0.09289 0.33707 0.06487 0.10350 0.00071 0.14052
Unit Runoff (mm/hr).... 255.43934 244.71315 255.96226 252.15686 257.12487 240.61376
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.76171 0.00000 53.77967 0.00000 53.76351
Total Losses (mm)...... 0.00000 0.72309 0.00000 0.71074 0.00000 0.72196
Remaining Depth (mm)... 0.00000 0.01520 0.00000 0.00959 0.00000 0.01453
Peak Runoff Rate (cms). 0.00000 0.15721 0.00000 0.02886 0.00000 0.09389
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.37332 0.00000 54.66000 54.71531 54.62092 54.75860
Peak Runoff Rate (cms). 0.00047 0.00000 0.01982 0.00992 0.08602 0.01216
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.37332 0.00000 54.66000 54.71531 54.62092 54.75860
Peak Runoff Rate (cms). 0.00047 0.00001 0.01982 0.00992 0.08602 0.01216
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) 54.37332 53.76171 54.66000 54.01358 54.62092 53.87297
Peak Runoff Rate (cms). 0.00047 0.15721 0.01982 0.03878 0.08602 0.10604
Unit Runoff (mm/hr).... 168.86823 244.92152 256.95798 251.39683 255.93683 246.75802
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.76317 0.00000 53.79460 0.00000 53.80207
Total Losses (mm)...... 0.00000 0.72218 0.00000 0.69889 0.00000 0.69254
Remaining Depth (mm)... 0.00000 0.01465 0.00000 0.00652 0.00000 0.00540
Peak Runoff Rate (cms). 0.00000 0.14059 0.00000 0.05620 0.00000 0.01124
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.56979 0.00000 54.63416 54.75274 54.64777 54.76437
Peak Runoff Rate (cms). 0.00069 0.00000 0.07065 0.00638 0.02476 0.00202
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.56979 0.00000 54.63416 54.75274 54.64777 54.76437
Peak Runoff Rate (cms). 0.00069 0.00002 0.07065 0.00638 0.02476 0.00202
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) 54.56979 53.76317 54.63416 53.89041 54.64777 53.94641
Peak Runoff Rate (cms). 0.00069 0.14059 0.07065 0.06257 0.02476 0.01326
Unit Runoff (mm/hr).... 248.89044 245.36752 256.46614 252.38707 256.78774 253.35157
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.77089 0.00000 53.73214 0.00000 53.78535
Total Losses (mm)...... 0.00000 0.71707 0.00000 0.73832 0.00000 0.70638
Remaining Depth (mm)... 0.00000 0.01204 0.00000 0.02954 0.00000 0.00827
Peak Runoff Rate (cms). 0.00000 0.04339 0.00000 0.07374 0.00000 0.05228
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.62154 54.69871 54.51307 54.65126 54.66688 54.72312
Peak Runoff Rate (cms). 0.04090 0.01584 0.06096 0.02851 0.03611 0.01789
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.62154 54.69871 54.51307 54.65126 54.66688 54.72312
Peak Runoff Rate (cms). 0.04090 0.01584 0.06096 0.02851 0.03611 0.01789
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) 54.62154 54.01212 54.51307 53.97111 54.66688 54.01979
Peak Runoff Rate (cms). 0.04090 0.05923 0.06096 0.10226 0.03611 0.07016
Unit Runoff (mm/hr).... 255.96811 250.00738 225.81010 239.48022 257.02143 252.17686
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.88482 0.00000 53.71212 0.00000 53.79139
Total Losses (mm)...... 0.00000 0.61424 0.00000 0.74560 0.00000 0.70154
Remaining Depth (mm)... 0.00000 0.00094 0.00000 0.04229 0.00000 0.00708
Peak Runoff Rate (cms). 0.00000 0.01349 0.00000 0.16688 0.00000 0.05455
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.63627 54.70647 54.70883 54.66859 54.67514 54.73112
Peak Runoff Rate (cms). 0.05936 0.00340 0.02550 0.04206 0.03753 0.01860
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.63627 54.70647 54.70883 54.66859 54.67514 54.73112
Peak Runoff Rate (cms). 0.05936 0.00340 0.02550 0.04206 0.03753 0.01860
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) 54.63627 54.04915 54.70883 53.88428 54.67514 54.02632
Peak Runoff Rate (cms). 0.05936 0.01689 0.02550 0.20894 0.03753 0.07314
Unit Runoff (mm/hr).... 256.52795 255.52291 257.16880 229.83174 257.07633 252.86984
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.72123 0.00000 53.74266 0.00000 53.73148
Total Losses (mm)...... 0.00000 0.74254 0.00000 0.73360 0.00000 0.73860
Remaining Depth (mm)... 0.00000 0.03624 0.00000 0.02374 0.00000 0.02992
Peak Runoff Rate (cms). 0.00000 0.15676 0.00000 0.07211 0.00000 0.06421
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.71756 54.67680 54.59347 0.00000 54.58612 0.00000
Peak Runoff Rate (cms). 0.02338 0.03875 0.16065 0.00000 0.15298 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.71756 54.67680 54.59347 0.00000 54.58612 0.00000
Peak Runoff Rate (cms). 0.02338 0.03875 0.16065 0.00455 0.15298 0.00433
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) 54.71756 53.89323 54.59347 53.74266 54.58612 53.73148
Peak Runoff Rate (cms). 0.02338 0.19551 0.16065 0.07211 0.15298 0.06421
Unit Runoff (mm/hr).... 257.17600 233.45923 253.54499 237.96466 252.42623 233.07712
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.70602 0.00000 53.73269 0.00000 53.67494
Total Losses (mm)...... 0.00000 0.74744 0.00000 0.73809 0.00000 0.75496
Remaining Depth (mm)... 0.00000 0.04653 0.00000 0.02922 0.00000 0.07010
Peak Runoff Rate (cms). 0.00000 0.44896 0.00000 0.06307 0.00000 0.16737
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.47500 54.73589 54.58399 0.00000 54.54779 0.00000
Peak Runoff Rate (cms). 0.00057 0.04546 0.14581 0.00000 0.45717 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.47500 54.73589 54.58399 0.00000 54.54779 0.00000
Peak Runoff Rate (cms). 0.00057 0.04546 0.14581 0.00413 0.45717 0.01295
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) 54.47500 53.78841 54.58399 53.73269 54.54779 53.67494
Peak Runoff Rate (cms). 0.00057 0.49441 0.14581 0.06307 0.45717 0.16737
Unit Runoff (mm/hr).... 207.52966 223.78241 252.05241 233.62684 241.56622 205.94741
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.73906 0.00000 53.73103 0.00000 53.71194
Total Losses (mm)...... 0.00000 0.73530 0.00000 0.73878 0.00000 0.74565
Remaining Depth (mm)... 0.00000 0.02565 0.00000 0.03019 0.00000 0.04241
Peak Runoff Rate (cms). 0.00000 0.06709 0.00000 0.12445 0.00000 0.18309
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.58998 0.00000 54.58342 0.00000 54.56979 54.72297
Peak Runoff Rate (cms). 0.15685 0.00000 0.31510 0.00000 0.00069 0.02338
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.58998 0.00000 54.58342 0.00000 54.56979 54.72297
Peak Runoff Rate (cms). 0.15685 0.00444 0.31510 0.00892 0.00069 0.02338
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) 54.58998 53.73906 54.58342 53.73103 54.56979 53.81304
Peak Runoff Rate (cms). 0.15685 0.06709 0.31510 0.12445 0.00069 0.20647
Unit Runoff (mm/hr).... 253.04649 236.44090 251.94714 232.87274 248.89044 227.11458
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.76619 0.00000 53.86749 0.00000 53.81323
Total Losses (mm)...... 0.00000 0.72023 0.00000 0.63121 0.00000 0.68265
Remaining Depth (mm)... 0.00000 0.01358 0.00000 0.00131 0.00000 0.00411
Peak Runoff Rate (cms). 0.00000 0.08418 0.00000 0.01475 0.00000 0.18577
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.60099 54.68799 54.66497 0.00000 54.58451 54.65715
Peak Runoff Rate (cms). 0.07360 0.03251 0.03540 0.00000 0.00069 0.23006
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.60099 54.68799 54.66497 0.00000 54.58451 54.65715
Peak Runoff Rate (cms). 0.07360 0.03251 0.03540 0.00100 0.00069 0.23006
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) 54.60099 54.01507 54.66497 53.86749 54.58451 54.27739
Peak Runoff Rate (cms). 0.07360 0.11670 0.03540 0.01475 0.00069 0.41583
Unit Runoff (mm/hr).... 254.44251 249.18301 257.00566 255.02032 252.14461 255.41194
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.76599 0.00000 53.59023 0.00000 53.70007
Total Losses (mm)...... 0.00000 0.72036 0.00000 0.76655 0.00000 0.74911
Remaining Depth (mm)... 0.00000 0.01365 0.00000 0.14322 0.00000 0.05082
Peak Runoff Rate (cms). 0.00000 0.14446 0.00000 0.14877 0.00000 0.27593
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.57811 0.00000 54.51232 0.00000 54.61651 54.59909
Peak Runoff Rate (cms). 0.00069 0.00000 0.45275 0.00000 0.08734 0.17331
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.57811 0.00000 54.51232 0.00000 54.61651 54.59909
Peak Runoff Rate (cms). 0.00069 0.00002 0.45275 0.01282 0.08734 0.17331
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) 54.57811 53.76599 54.51232 53.59023 54.61651 54.01473
Peak Runoff Rate (cms). 0.00069 0.14446 0.45275 0.14877 0.08734 0.44924
Unit Runoff (mm/hr).... 250.88720 246.18895 225.44446 172.53735 255.69277 230.65886
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).... 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.70126 0.00000 53.74224
Total Losses (mm)...... 0.00000 0.74879 0.00000 0.73380
Remaining Depth (mm)... 0.00000 0.04995 0.00000 0.02396
Peak Runoff Rate (cms). 0.00000 0.23299 0.00000 0.06485
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.56282 54.71426 54.62235 54.74873
Peak Runoff Rate (cms). 0.06121 0.03046 0.01904 0.00779
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.56282 54.71426 54.62235 54.74873
Peak Runoff Rate (cms). 0.06121 0.03046 0.01904 0.00779
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) 54.56282 53.80256 54.62235 53.84289
Peak Runoff Rate (cms). 0.06121 0.26346 0.01904 0.07264
Unit Runoff (mm/hr).... 246.88515 222.41006 256.00807 239.72780
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
400.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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320.000 = =
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| ################## |
| # # |
240.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | ################# # |
| # # |
| # # |
160.000 = # # =
| # # |
| # # |
| # # |
| # # |
| # # |
################## # |
# # |
# # |
# # |
80.000 # # =
# # |
# # |
# ################## |
# ################# |
# # |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 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 49.4698 50.0000 35.0000
N53 1.7123 4.2808 130.0000
N52 1.4002 3.5004 60.0000
N38 0.7985 1.9962 35.0000
N51B 1.3929 3.4822 50.0000
N48 1.5199 3.7998 10.0000
N50B 1.5620 3.9051 75.0000
N49B 1.8705 4.6764 35.0000
N47 0.5010 1.2525 15.0000
N46 0.4942 1.2356 60.0000
N45 0.8434 2.1084 10.0000
N43 42.9351 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 1.0123 2.5308 100.0000
N44 18.8326 47.0814 0.0000
N40 2.7592 6.8980 110.0000
N39 2.0803 5.2006 15.0000
N37 23.7576 50.0000 0.0000
N36 1.2395 3.0988 10.0000
N35 1.2025 3.0063 5.0000
N34 2.3636 5.9090 280.0000
N33 1.0541 2.6354 5095.0000
N31 15.2707 38.1767 0.0000
N30 0.2165 0.5414 65.0000
N29 31.6726 50.0000 0.0000
N28 13.5975 33.9938 0.0000
N27 2.5525 6.3812 320.0000
N26 39.4609 50.0000 0.0000
N25 1.7299 4.3247 0.0000
N24 0.5863 1.4657 25.0000
N23 5.8245 14.5612 0.0000
N22 0.7952 1.9879 15.0000
N21 1.1117 2.7792 70.0000
N20 0.3593 0.8984 45.0000
N19 0.2412 0.6030 45.0000
N18 0.8162 2.0406 10.0000
N17 1.6774 4.1936 45.0000
N16 3.4297 8.5742 0.0000
N15 7.7202 19.3005 0.0000
N14B 0.3393 0.8483 60.0000
N14A 9.4806 23.7016 0.0000
N13 8.0665 20.1662 0.0000
N12 23.1023 50.0000 0.0000
N11 15.3125 38.2813 0.0000
N10 0.7801 1.9503 145.0000
N9 1.0026 2.5064 35.0000
N8 0.7097 1.7741 20.0000
N7 1.0080 2.5200 70.0000
N6 1.0151 2.5378 20.0000
N5 1.2298 3.0746 75.0000
N4 1.2550 3.1375 5.0000
N3 22.4598 50.0000 0.0000
N2 18.6804 46.7009 0.0000
N1 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N51 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N33
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 30.3997 30.3997 50.0000 1.5000 -0.0010 0.2732 Normal Soln
5047 50.0000 50.0000 50.0000 0.0000 -0.0006 0.0151 Normal Soln
4946 50.0000 50.0000 50.0000 0.0000 -0.0014 0.0670 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0021 0.0647 Normal Soln
4440 25.7906 25.7906 38.2420 0.0000 -0.0034 0.0404 Normal Soln
4342 14.8445 14.8445 25.8704 0.0000 -0.0023 0.0307 Normal Soln
4241 11.4714 11.4714 17.6736 0.0000 -0.0029 0.0670 Normal Soln
3736 36.4277 36.4277 50.0000 0.0000 -0.0021 0.0204 Normal Soln
3534 15.5204 15.5204 38.4918 0.0000 0.0333 0.1334 Normal Soln
3422 19.3521 19.3521 50.0000 0.0000 0.0169 1.1501 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 -0.0032 0.0358 Normal Soln
3024 7.6027 7.6027 17.7940 0.0000 -0.0182 2.1443 Normal Soln
3036 11.6542 11.6542 50.0000 0.0000 -0.0164 0.4266 Normal Soln
2827 29.0057 29.0057 46.4337 0.0000 -0.0022 0.0333 Normal Soln
2726 7.6887 7.6887 46.0919 0.0000 0.0468 0.0581 Normal Soln
2629 31.8013 31.8013 50.0000 0.0000 -0.0035 0.4033 Normal Soln
2930 27.7140 27.7140 50.0000 0.0000 -0.0066 0.1523 Normal Soln
2725 4.9408 4.9408 12.3912 0.0000 0.0023 2.3873 Normal Soln
2524 14.4528 14.4528 32.9779 0.0000 0.0026 2.0995 Normal Soln
2422 6.2766 6.2766 18.4422 0.0000 0.0426 1.8552 Normal Soln
L575 47.9734 47.9734 50.0000 0.0000 -0.0063 0.1892 Normal Soln
2117 6.8125 6.8125 23.0605 0.0000 0.0081 0.0645 Normal Soln
1714B 16.7560 16.7560 50.0000 0.0000 0.0170 0.4203 Normal Soln
1716 4.5733 4.5733 12.3916 0.0000 -0.0300 1.4760 Normal Soln
1615 3.8835 3.8835 9.7038 0.0000 0.0180 3.5530 Normal Soln
1614A 1.7495 1.7495 5.1222 19.9167 -0.0130 3.0375 Normal Soln
4514B 16.6226 16.6226 28.3398 0.0000 0.0037 0.0324 Normal Soln
4515 5.7932 5.7932 13.7827 0.0000 -0.0152 2.1409 Normal Soln
1502 14.9324 14.9324 32.6470 0.0000 0.0207 4.7353 Normal Soln
14A13 4.0163 4.0163 18.2738 0.0000 -0.0122 0.3259 Normal Soln
1312 6.2433 6.2433 27.5532 0.0000 0.0108 0.3386 Normal Soln
1211 15.3840 15.3840 50.0000 0.0000 -0.0109 0.2293 Normal Soln
1103 15.7345 15.7345 50.0000 0.0000 0.0098 0.1508 Normal Soln
0912 28.3008 28.3008 50.0000 0.0000 -0.0024 0.0228 Normal Soln
0908 11.3878 11.3878 41.6639 0.0000 0.0054 2.2907 Normal Soln
0811 36.0501 36.0501 50.0000 0.0000 0.0044 0.0661 Normal Soln
0804 10.7615 10.7615 33.0652 0.0000 -0.0089 3.1131 Normal Soln
0201 3.0586 3.0586 7.3217 2.5833 -0.2265 0.1094 Normal Soln
50b50 10.5230 10.5230 18.0483 0.0000 -0.0021 0.0033 Normal Soln
49b40 7.3924 7.3924 11.2933 0.0000 -0.0030 0.0140 Normal Soln
51b50 6.6273 6.6273 9.7038 0.0000 -0.0027 0.0171 Normal Soln
L610 7.8766 7.8766 22.6164 0.0000 0.0153 2.3789 Normal Soln
5352o 14.5005 14.5005 27.6186 0.0000 -0.0049 0.4421 Normal Soln
5352u 6.8425 6.8425 17.6889 0.0000 0.0010 3.7751 Normal Soln
5238o 15.4433 15.4433 30.7329 0.0000 -0.0044 0.3305 Normal Soln
5238u 8.0666 8.0666 22.7066 0.0000 0.0010 2.6648 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.0893 11.0893 33.8617 0.0000 -0.0094 2.6680 Normal Soln
5148u 4.1169 4.1169 11.6759 0.0000 0.0038 4.7616 Normal Soln
5049u 12.9465 12.9465 26.2203 0.0000 0.0026 1.9221 Normal Soln
4948u 3.8732 3.8732 11.7244 0.0000 0.0016 2.9226 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 0.0007 0.0146 Normal Soln
4845u 12.6904 12.6904 37.5257 0.0000 0.0027 2.0521 Normal Soln
4746o 37.3319 37.3319 50.0000 0.0000 0.0005 0.0015 Normal Soln
4746u 5.4351 5.4351 18.1354 0.0000 -0.0061 1.9500 Normal Soln
4645o 33.4334 33.4334 50.0000 0.0000 -0.0013 0.0106 Normal Soln
4645u 7.1019 7.1019 24.5154 0.0000 0.0052 2.8340 Normal Soln
4140o 26.3276 26.3276 42.9421 0.0000 -0.0025 0.0167 Normal Soln
4140u 6.2349 6.2349 16.2141 0.0000 -0.0028 1.5313 Normal Soln
4038o 50.0000 50.0000 50.0000 0.0000 0.0042 0.0327 Normal Soln
4038u 14.1613 14.1613 44.9741 0.0000 -0.0118 2.3667 Normal Soln
3938o 37.1295 37.1295 50.0000 0.0000 -0.0019 0.0254 Normal Soln
3938u 8.5675 8.5675 26.0748 0.0000 -0.0017 2.5685 Normal Soln
3836o 26.5819 26.5819 50.0000 0.0000 0.0042 0.1236 Normal Soln
3836u 7.9515 7.9515 21.8331 0.0000 0.0433 3.3825 Normal Soln
3635o 6.4904 6.4904 11.8299 0.0000 0.0567 0.0095 Normal Soln
3635u 1.7751 1.7751 4.5562 96.0000 -0.0234 1.3654 Normal Soln
3533u 5.9776 5.9776 14.7429 0.0000 -0.0104 1.4570 Normal Soln
2217o 17.9348 17.9348 33.9420 0.0000 0.0115 0.2031 Normal Soln
2217u 5.1608 5.1608 12.3362 0.0000 -0.0674 5.0697 Normal Soln
2019o 22.9875 22.9875 38.9047 0.0000 -0.0056 0.0491 Normal Soln
2019u 5.1451 5.1451 11.2865 0.0000 0.0159 1.6351 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0048 0.0161 Normal Soln
1918u 15.9352 15.9352 36.9238 0.0000 -0.1631 2.0764 Normal Soln
1817o 14.7129 14.7129 38.4759 0.0000 -0.0064 0.1995 Normal Soln
1817u 4.2458 4.2458 11.8637 0.0000 0.0201 3.7609 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0040 0.0108 Normal Soln
1009u 10.3751 10.3751 29.9951 0.0000 -0.0023 1.7333 Normal Soln
0706o 29.1808 29.1808 50.0000 0.0000 -0.0031 0.0341 Normal Soln
0706u 6.7803 6.7803 24.4890 0.0000 0.0034 1.9504 Normal Soln
0604o 30.3979 30.3979 50.0000 0.0000 -0.0038 0.1107 Normal Soln
0604u 9.6854 9.6854 20.7609 0.0000 0.0035 2.2220 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 -0.0026 0.0231 Normal Soln
0504u 12.4051 12.4051 33.3259 0.0000 -0.0195 2.0125 Normal Soln
0403o 13.5849 13.5849 28.9089 0.0000 -0.0053 0.0926 Normal Soln
0403u 3.2979 3.2979 7.2074 0.0000 -0.0199 1.2394 Normal Soln
0302o 6.5674 6.5674 17.5427 0.0000 0.0136 0.9465 Normal Soln
0302u 2.7277 2.7277 11.8799 0.0000 -0.0075 0.5902 Normal Soln
14b14ao 6.7917 6.7917 26.8512 0.0000 -0.0143 0.0484 Normal Soln
14b14au 1.9462 1.9462 5.9841 0.0000 -0.0137 2.8873 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/ 0.05 / 1.91/ N21/ 1.00 / 3.00/
N20/ 0.02 / 6.02/ N19/ 0.02 / 4.52/ N18/ 0.03 / 1.93/
N17/ 0.04 / 1.79/ N16/ 0.05 / 1.39/ 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/ 0.29 / L575/ 0.05 /
2117/ 0.02 / 1714B/ 0.00 / 1716/ 0.69 /
1615/ 0.38 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.13 / 1502/ 0.44 / 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/ 0.24 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.12 /
5352o/ 0.00 / 5352u/ 0.48 / 5238o/ 0.00 /
5238u/ 0.38 / 3851o/ 0.00 / 3851u/ 0.33 /
5148u/ 0.33 / 5049u/ 0.12 / 4948u/ 0.06 /
4845o/ 0.00 / 4845u/ 0.39 / 4746o/ 0.00 /
4746u/ 0.28 / 4645o/ 0.00 / 4645u/ 0.16 /
4140o/ 0.00 / 4140u/ 0.21 / 4038o/ 0.00 /
4038u/ 0.19 / 3938o/ 0.00 / 3938u/ 0.08 /
3836o/ 0.00 / 3836u/ 0.33 / 3635o/ 0.00 /
3635u/ 0.55 / 3533u/ 0.46 / 2217o/ 0.00 /
2217u/ 0.39 / 2019o/ 0.00 / 2019u/ 0.71 /
1918o/ 0.00 / 1918u/ 0.52 / 1817o/ 0.00 /
1817u/ 0.46 / 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/ 2.35 / 3130/ 0.33 / 3024/ 0.18 /
3036/ 3.15 / 2827/ 0.13 / 2726/ 8.93 /
2629/ 1.24 / 2930/ 0.75 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.27 / L575/ 0.39 /
2117/ 0.17 / 1714B/ 1.80 / 1716/ 0.41 /
1615/ 0.42 / 1614A/ 0.33 / 4514B/ 0.00 /
4515/ 0.19 / 1502/ 0.44 / 14A13/ 0.19 /
1312/ 0.00 / 1211/ 0.18 / 1103/ 0.55 /
0912/ 0.17 / 0908/ 0.15 / 0811/ 0.28 /
0804/ 0.19 / 0201/ 1.06 / 50b50/ 0.00 /
49b40/ 0.78 / 51b50/ 0.41 / L610/ 0.22 /
5352o/ 0.07 / 5352u/ 0.07 / 5238o/ 0.02 /
5238u/ 0.10 / 3851o/ 0.00 / 3851u/ 0.11 /
5148u/ 0.12 / 5049u/ 0.09 / 4948u/ 0.10 /
4845o/ 0.06 / 4845u/ 0.13 / 4746o/ 0.02 /
4746u/ 0.12 / 4645o/ 0.10 / 4645u/ 0.12 /
4140o/ 0.01 / 4140u/ 0.15 / 4038o/ 0.01 /
4038u/ 0.18 / 3938o/ 0.04 / 3938u/ 0.07 /
3836o/ 0.16 / 3836u/ 0.18 / 3635o/ 0.01 /
3635u/ 0.18 / 3533u/ 0.18 / 2217o/ 0.43 /
2217u/ 0.34 / 2019o/ 0.48 / 2019u/ 0.18 /
1918o/ 0.14 / 1918u/ 0.25 / 1817o/ 0.25 /
1817u/ 0.27 / 1009o/ 0.03 / 1009u/ 0.15 /
0706o/ 0.05 / 0706u/ 0.12 / 0604o/ 0.12 /
0604u/ 0.16 / 0504o/ 0.02 / 0504u/ 0.14 /
0403o/ 0.16 / 0403u/ 0.29 / 0302o/ 0.10 /
0302u/ 1.50 / 14b14ao/ 0.11 / 14b14au/ 0.17 /
Junction/ EGL
N54/ 0.02 / N53/ 1.00 / N52/ 0.02 /
N38/ 0.02 / N51B/ 0.02 / N48/ 0.02 /
N50B/ 1.00 / N49B/ 1.00 / N47/ 0.01 /
N46/ 0.01 / N45/ 0.02 / N43/ 0.00 /
N42/ 0.01 / N41/ 1.00 / N44/ 0.00 /
N40/ 0.40 / N39/ 0.00 / N37/ 0.00 /
N36/ 1.05 / N35/ 0.02 / N34/ 0.21 /
N33/ 0.02 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.01 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.02 / N25/ 0.02 / N24/ 0.31 /
N23/ 0.01 / N22/ 2.34 / N21/ 1.00 /
N20/ 0.02 / N19/ 0.05 / N18/ 0.05 /
N17/ 1.20 / N16/ 0.08 / N15/ 0.09 /
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/ 0.06 / N1/ 0.03 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Junction/ Freeboard
N54/ 1.08 / N53/ 2.59 / N52/ 3.89 /
N38/ 4.99 / N51B/ 6.18 / N48/ 6.39 /
N50B/ 4.30 / N49B/ 6.00 / N47/ 6.39 /
N46/ 6.99 / N45/ 7.48 / N43/ 0.80 /
N42/ 1.69 / N41/ 3.40 / N44/ 2.00 /
N40/ 4.39 / N39/ 4.00 / N37/ 3.00 /
N36/ 5.52 / N35/ 5.99 / N34/ 5.69 /
N33/ 7.39 / N31/ 2.50 / N30/ 5.78 /
N29/ 3.59 / N28/ 1.70 / N27/ 4.64 /
N26/ 3.48 / N25/ 5.12 / N24/ 7.39 /
N23/ 5.29 / N22/ 8.09 / N21/ 7.00 /
N20/ 3.98 / N19/ 5.48 / N18/ 8.07 /
N17/ 8.21 / N16/ 8.61 / 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/ 0.18 / N53/ 1.12 / N52/ 1.13 /
N38/ 1.14 / N51B/ 1.22 / N48/ 1.01 /
N50B/ 1.21 / N49B/ 1.22 / N47/ 1.03 /
N46/ 1.06 / N45/ 1.11 / N43/ 0.08 /
N42/ 0.11 / N41/ 1.07 / N44/ 0.09 /
N40/ 1.08 / N39/ 1.03 / N37/ 0.07 /
N36/ 1.39 / N35/ 1.30 / N34/ 0.49 /
N33/ 2.02 / N31/ 0.03 / N30/ 1.67 /
N29/ 0.15 / N28/ 0.09 / N27/ 1.38 /
N26/ 0.23 / N25/ 0.84 / N24/ 1.62 /
N23/ 0.13 / N22/ 1.79 / N21/ 1.19 /
N20/ 1.03 / N19/ 1.57 / N18/ 1.33 /
N17/ 1.44 / N16/ 1.86 / N15/ 1.27 /
N14B/ 1.31 / N14A/ 1.23 / N13/ 0.80 /
N12/ 0.79 / N11/ 0.95 / N10/ 1.02 /
N9/ 1.03 / N8/ 1.05 / N7/ 1.04 /
N6/ 1.07 / N5/ 1.03 / N4/ 1.17 /
N3/ 0.86 / N2/ 0.86 / N1/ 0.86 /
N50/ 0.01 / N49/ 0.03 / N51/ 0.03 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51B/ 0.00 / N48/ 0.00 /
N50B/ 0.00 / N49B/ 0.00 / N47/ 0.00 /
N46/ 0.00 / N45/ 0.00 / N43/ 0.00 /
N42/ 0.00 / N41/ 0.00 / N44/ 0.00 /
N40/ 0.00 / N39/ 0.00 / N37/ 0.00 /
N36/ 0.00 / N35/ 0.00 / N34/ 0.00 /
N33/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.04 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.01 / 2930/ 0.01 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.02 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.03 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.05 / 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/ 1.50 / 3130/ 0.22 / 3024/ 0.11 /
3036/ 0.00 / 2827/ 0.05 / 2726/ 0.05 /
2629/ 0.61 / 2930/ 0.29 / 2725/ 0.04 /
2524/ 0.09 / 2422/ 0.24 / L575/ 0.14 /
2117/ 0.03 / 1714B/ 0.00 / 1716/ 0.32 /
1615/ 0.53 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.26 / 1502/ 1.93 / 14A13/ 0.08 /
1312/ 0.00 / 1211/ 0.22 / 1103/ 0.98 /
0912/ 0.00 / 0908/ 0.04 / 0811/ 0.00 /
0804/ 0.11 / 0201/ 0.55 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.24 /
5352o/ 0.00 / 5352u/ 0.02 / 5238o/ 0.00 /
5238u/ 0.03 / 3851o/ 0.00 / 3851u/ 0.07 /
5148u/ 0.03 / 5049u/ 0.00 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.08 / 4746o/ 0.00 /
4746u/ 0.03 / 4645o/ 0.00 / 4645u/ 0.07 /
4140o/ 0.00 / 4140u/ 0.02 / 4038o/ 0.00 /
4038u/ 0.08 / 3938o/ 0.00 / 3938u/ 0.02 /
3836o/ 0.00 / 3836u/ 0.05 / 3635o/ 0.00 /
3635u/ 0.01 / 3533u/ 0.05 / 2217o/ 0.00 /
2217u/ 0.35 / 2019o/ 0.00 / 2019u/ 0.07 /
1918o/ 0.00 / 1918u/ 0.53 / 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/ 1.02 / 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/ 0.03 /
1615/ 0.04 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.03 / 1502/ 0.04 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.02 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.02 /
5352o/ 0.00 / 5352u/ 0.01 / 5238o/ 0.00 /
5238u/ 0.01 / 3851o/ 0.00 / 3851u/ 0.01 /
5148u/ 0.01 / 5049u/ 0.00 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.01 / 4746o/ 0.00 /
4746u/ 0.00 / 4645o/ 0.00 / 4645u/ 0.01 /
4140o/ 0.00 / 4140u/ 0.00 / 4038o/ 0.00 /
4038u/ 0.01 / 3938o/ 0.00 / 3938u/ 0.00 /
3836o/ 0.00 / 3836u/ 0.01 / 3635o/ 0.00 /
3635u/ 0.01 / 3533u/ 0.01 / 2217o/ 0.00 /
2217u/ 0.03 Section 4
/ 2019o/ 0.00 / 2019u/ 0.01 /
1918o/ 0.00 / 1918u/ 0.02 / 1817o/ 0.00 /
1817u/ 0.02 / 1009o/ 0.00 / 1009u/ 0.00 /
0706o/ 0.00 / 0706u/ 0.01 / 0604o/ 0.00 /
0604u/ 0.01 / 0504o/ 0.00 / 0504u/ 0.01 /
0403o/ 0.00 / 0403u/ 0.01 / 0302o/ 0.00 /
0302u/ 0.02 / 14b14ao/ 0.00 / 14b14au/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.92/ 8.40 5047/ 3.61/ 3.61 4946/ 3.01/ 3.01/
5114b/ 1.80/ 1.80 4440/ 8.00/ 6.00 4342/ 9.20/ 8.31/
4241/ 8.31/ 7.60 3736/ 7.00/ 5.52 3534/ 4.31/ 4.31/
3422/ 4.31/ 4.20 3130/ 7.50/ 5.70 3024/ 4.22/ 2.88/
3036/ 4.48/ 4.48 2827/ 8.30/ 6.70 2726/ 6.52/ 6.52/
2629/ 6.52/ 6.41 2930/ 6.41/ 5.63 2725/ 5.36/ 4.88/
2524/ 4.88/ 2.87 2422/ 2.61/ 1.91 L575/ 4.71/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.79/ 1.39/
1615/ 1.39/ 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/ 1.91/
5352o/ 6.11/ 6.11 5352u/ 7.41/ 6.11 5238o/ 5.01/ 5.01/
5238u/ 6.11/ 5.01 3851o/ 3.82/ 3.82 3851u/ 5.01/ 3.82/
5148u/ 3.82/ 3.61 5049u/ 5.70/ 5.00 4948u/ 4.00/ 3.61/
4845o/ 2.52/ 2.52 4845u/ 3.61/ 2.52 4746o/ 3.01/ 3.01/
4746u/ 3.61/ 3.01 4645o/ 2.52/ 2.52 4645u/ 3.01/ 2.52/
4140o/ 5.61/ 5.61 4140u/ 6.60/ 5.61 4038o/ 5.01/ 5.01/
4038u/ 5.61/ 5.01 3938o/ 5.01/ 5.01 3938u/ 6.00/ 5.01/
3836o/ 4.48/ 4.48 3836u/ 5.01/ 4.48 3635o/ 4.01/ 4.01/
3635u/ 4.48/ 4.01 3533u/ 4.01/ 2.61 2217o/ 1.79/ 1.79/
2217u/ 1.91/ 1.79 2019o/ 4.52/ 4.52 2019u/ 6.02/ 4.52/
1918o/ 1.93/ 1.93 1918u/ 4.52/ 1.93 1817o/ 1.79/ 1.79/
1817u/ 1.93/ 1.79 1009o/ 2.51/ 2.51 1009u/ 3.60/ 2.51/
0706o/ 3.52/ 3.52 0706u/ 4.01/ 3.52 0604o/ 1.72/ 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........ 2918
Total number of time steps during simulation.... 2560
Ratio of actual # of time steps / NTCYC......... 1.778
Average number of iterations per time step...... 1.140
Average time step size(seconds)................ 2.812
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 3.982
Average minimum implicit time step (sec)........ 1.666
Average minimum junction time step (sec)........ 1.666
Average Courant Factor Tf....................... 1.666
Number of times omega reduced................... 122
*=========================================================*
| 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 1.30 3320 0 6 0 0 0
N53 0 1.62 4148 2 21 1 0 0
N52 0 1.79 4583 2 8 0 0 0
N38 0 2.27 5802 0 16 3 0 0
N51B 0 1.38 3530 1 12 1 0 0
N48 0 1.34 3440 0 7 0 0 0
N50B 0 1.10 2816 0 5 0 0 0
N49B 0 1.30 3335 1 11 1 0 0
N47 0 1.22 3132 0 14 1 0 0
N46 0 1.54 3945 1 8 0 0 0
N45 0 1.96 5013 1 15 3 0 0
N43 0 1.25 3197 0 6 0 0 0
N42 0 1.41 3622 12 7 0 0 0
N41 0 1.74 4455 3 9 0 0 0
N44 0 1.30 3330 0 5 0 0 0
N40 0 1.76 4516 0 10 1 0 0
N39 0 1.17 3003 1 16 1 0 0
N37 0 1.24 3172 0 5 0 0 0
N36 0 2.22 5693 4 28 3 1 0
N35 0 1.97 5044 2 13 6 0 0
N34 0 1.66 4255 2 18 2 0 0
N33 0 1.41 3613 0 7 0 0 0
N31 0 1.34 3419 1 8 0 0 0
N30 0 2.14 5486 2 18 6 0 0
N29 0 1.88 4806 0 6 0 0 0
N28 0 1.34 3438 4 7 0 0 0
N27 0 2.00 5123 1 26 1 1 0
N26 0 1.69 4335 0 7 0 0 0
N25 0 1.47 3767 0 8 0 0 0
N24 0 1.61 4124 0 9 0 0 0
N23 0 1.53 3913 0 7 0 0 0
N22 0 2.59 6636 28 17 5 0 0
N21 0 1.82 4648 1 21 1 0 0
N20 0 1.73 4419 1 22 2 0 0
N19 0 2.04 5235 1 14 4 0 0
N18 0 2.25 5759 0 11 1 0 0
N17 0 2.97 7602 6 16 2 0 0
N16 0 1.96 5022 1 11 2 0 0
N15 0 1.68 4300 0 7 0 0 0
N14B 0 2.22 5682 0 19 2 0 0
N14A 0 2.24 5733 5 16 5 0 0
N13 0 2.18 5585 0 7 0 0 0
N12 0 2.08 5316 0 7 0 0 0
N11 0 2.27 5799 0 11 1 0 0
N10 0 1.37 3512 0 6 0 0 0
N9 0 1.69 4339 0 6 0 0 0
N8 0 1.77 4524 2 10 1 0 0
N7 0 1.45 3723 0 14 1 0 0
N6 0 1.98 5069 14 18 1 0 0
N5 0 1.41 3622 0 6 0 0 0
N4 0 2.38 6094 4 15 1 0 0
N3 0 2.88 7366 1 7 0 0 0
N2 0 2.53 6483 0 6 0 0 0
N1 0 2.14 5482 18 18 17 0 0
N50 0 1.05 2678 0 4 0 0 0
N49 0 1.26 3222 0 6 0 0 0
N51 0 1.29 3304 0 8 0 0 0
Total number of iterations for all junctions.. 256529
Minimum number of possible iterations......... 145920
Efficiency of the simulation.................. 1.76
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 9.0754 0 15 0.0000 0.9246 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.5155 0 15 0.0000 1.4845 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.2271 0 15 0.0000 2.7729 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.1416 0 16 0.0000 3.8584 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0219 0 15 0.0000 4.9781 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6101 0 15 0.0000 5.3899 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.9085 0 11 0.0000 4.0915 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2194 0 15 0.0000 4.7806 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6282 0 15 0.0000 5.3718 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0634 0 16 0.0000 5.9366 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6113 0 15 0.0000 6.3887 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2818 0 15 0.0000 0.7182 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.4100 0 15 0.0000 1.5900 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 7.6653 0 15 0.0000 2.3347 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.0949 0 15 0.0000 1.9051 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.6843 0 16 0.0000 3.3157 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0280 0 15 0.0000 2.9720 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0712 0 15 0.0000 2.9288 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.9700 5.8584 0 16 0.0000 4.1416 1.0000 0.0000 0.0000 0.0000
N35 10.0000 6.4000 5.2972 0 16 0.0000 4.7028 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.8000 4.5931 0 18 0.0000 5.4069 1.0000 0.0000 0.0000 0.0000
N33 10.0000 3.0500 4.6150 0 17 1.5650 5.3850 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5255 0 15 0.0000 2.4745 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8653 0 15 0.0000 4.1347 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5518 0 15 0.0000 3.4482 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3851 0 15 0.0000 1.6149 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7338 0 15 0.0000 3.2662 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7339 0 15 0.0000 3.2661 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7078 0 17 0.4628 4.2922 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.2054 0 18 0.8954 5.7946 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8265 0 15 0.0000 5.1735 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.6549 0 18 0.0000 6.3451 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1874 0 19 0.0000 6.8126 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0322 0 15 0.0000 2.9678 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0704 0 15 0.0000 3.9296 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2328 0 16 0.0000 6.7672 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1874 0 19 0.0000 6.8126 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.2029 0 18 0.8029 6.7971 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.4774 0 18 0.4424 7.5226 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1073 0 19 0.0000 6.8927 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.8334 0 19 0.0000 7.1666 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6604 0 19 0.0000 7.3396 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.4691 0 21 0.0000 7.5309 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.2885 0 22 0.0000 7.7115 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6178 0 15 0.0000 5.3822 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5266 0 15 0.0000 6.4734 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0505 0 15 0.0000 6.9495 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0357 0 15 0.0000 4.9643 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5708 0 15 0.0000 5.4292 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3281 0 15 0.0000 5.6719 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8663 0 15 0.0000 7.1337 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.9631 0 20 0.0000 8.0369 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9112 0 20 0.0000 8.0888 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.7913 0 20 0.0000 8.2087 1.0000 0.0000 0.0000 0.0000
N50 10.0000 6.1000 5.7103 0 15 0.0000 4.2897 1.0000 0.0000 0.0000 0.0000
N49 10.0000 5.4000 5.0258 0 15 0.0000 4.9742 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8252 0 15 0.0000 5.1748 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 0.1393 0 15 0.5006 0 15 0.1359 9.0754 8.5155 .4386 .2888
5047 2.8812 1.4600 200.0000 0.0210 0 15 0.1936 0 13 0.0073 5.7103 4.6282 .0517 .1412
4946 2.8075 1.4227 200.0000 0.0938 0 15 0.3521 0 11 0.0334 5.0258 4.0634 .1290 .3172
5114b 3.5733 1.8108 200.0000 0.1145 0 15 0.4106 0 10 0.0321 4.8252 3.1073 .1258 .5366
4440 10.0429 4.8092 400.0000 0.1901 0 15 1.1806 0 6 0.0189 8.0949 6.6843 .2373 1.710 *
4342 9.2249 4.4176 400.0000 0.1410 0 15 0.9278 0 15 0.0153 9.2818 8.4100 .2045 .2750
4241 8.1356 3.8959 400.0000 0.2725 0 15 1.3586 0 15 0.0335 8.4100 7.7097 .2750 .2743
3736 14.9983 3.6090 400.0000 0.1498 0 15 0.7299 0 6 0.0100 7.0712 5.8584 .1780 .8460
3534 24.3602 2.4544 500.0000 1.6249 0 16 0.7206 0 14 0.0667 5.2972 4.5931 .1943 .5862
3422 2.2724 0.5750 400.0000 1.3071 0 18 0.6146 0 18 0.5752 4.5931 4.3217 .7328 .3043
3130 13.5508 2.2744 300.0000 0.2253 0 15 0.3927 0 10 0.0166 7.5255 5.8653 .0849 .5510
3024 0.4621 2.9058 450.0000 0.4450 0 31 2.8662 0 33 0.9630 5.8653 4.2054 3.700 2.989
3036 6.7857 1.4251 400.0000 0.8398 0 15 0.3202 0 15 0.1238 5.8653 5.8584 .6132 .8460
2827 15.5945 3.7524 400.0000 0.2593 0 15 1.0768 0 15 0.0166 8.3851 6.7846 .2128 .2114
2726 18.5574 3.1124 300.0000 0.4931 0 15 0.2336 0 5 0.0266 6.7338 6.7339 .1126 .7795
2629 2.4524 0.5150 400.0000 0.4947 0 15 0.3867 0 15 0.2017 6.7339 6.5518 .5846 .3796
2930 11.6053 2.4373 400.0000 0.8839 0 15 0.9414 0 10 0.0762 6.5518 5.8653 .3796 .6132
2725 0.2218 2.0080 375.0000 0.2606 0 6 2.4228 0 6 1.1753 6.7338 5.7078 3.690 2.234
2524 0.2779 2.5163 375.0000 0.2530 0 6 2.4299 0 6 0.9104 5.7078 4.2054 2.234 3.587
2422 0.8401 2.9711 600.0000 0.6006 0 29 2.1153 0 29 0.7150 4.2057 3.6549 2.692 2.991
L575 4.4056 1.1111 300.0000 0.4119 0 15 0.4924 0 10 0.0935 4.8265 3.6549 .4216 .8498
2117 10.3655 2.0976 500.0000 0.2169 0 14 0.4336 0 9 0.0209 3.1874 3.1874 .3747 .4747
1714B 8.1188 0.9553 500.0000 1.5630 0 19 0.5444 0 19 0.1925 3.1874 3.1073 .5747 .5147
1716 3.1532 3.6415 1050.000 2.1033 0 12 2.4223 0 12 0.6671 3.1874 3.2029 1.368 1.764
1615 0.7725 1.7486 750.0000 1.2370 0 12 2.7831 0 12 1.6013 3.2039 2.4774 2.485 1.689
1614A 0.7872 1.7819 750.0000 0.8668 0 11 1.9540 0 11 1.1011 3.2039 2.8334 2.071 1.644
4514B 28.0567 3.5017 450.0000 0.4221 0 15 0.8489 0 8 0.0150 3.6113 3.1073 .2474 .5718
4515 0.1942 2.7467 300.0000 0.1663 0 5 2.3224 0 5 0.8563 3.6113 2.4774 3.704 4.224
1502 0.6052 1.1322 825.0000 1.3854 0 12 2.7581 0 11 2.2891 2.4779 1.9112 1.536 1.043
14A13 16.6072 0.8411 1700.000 -2.6406 0 19 -0.5472 0 19 -0.1590 2.8334 2.6604 .5726 .6238
1312 15.7543 0.6101 1400.000 2.6441 0 20 0.5092 0 19 0.1678 2.6605 2.4691 .5718 .5636
1211 22.0747 0.6694 1700.000 2.5286 0 21 0.3274 0 20 0.1145 2.4691 2.2885 .4642 .5580
1103 34.9730 0.7240 2000.000 2.6254 0 22 0.4019 0 31 0.0751 2.2885 1.9631 .4743 .4315
0912 7.4604 1.8954 400.0000 0.0850 0 15 0.0510 0 15 0.0114 3.5266 2.4691 .0665 1.172 *
0908 0.1628 1.4741 375.0000 0.1340 0 9 1.2001 0 9 0.8228 3.5266 3.0505 2.737 2.801
0811 6.0914 1.5476 400.0000 0.2013 0 15 0.3716 0 12 0.0330 3.0505 2.2885 .1262 .7213
0804 0.2208 1.3886 450.0000 0.2421 0 8 1.5128 0 8 1.0961 3.0505 2.8663 2.334 2.591
0201 142.3584 2.9703 2000.000 4.7285 0 20 1.3660 0 10 0.0332 1.9112 1.7913 .4306 .4306
50b50 13.6470 6.9913 400.0000 0.0226 0 15 0.5551 0 12 0.0017 5.9085 5.7103 .0211 .0258
49b40 13.6470 6.9913 400.0000 0.0948 0 15 0.8855 0 15 0.0069 5.2194 5.0258 .0486 .0645
51b50 13.6470 6.9913 400.0000 0.1157 0 15 1.0305 0 15 0.0085 5.0219 4.8252 .0547 .0629
L610 0.3758 2.3626 450.0000 0.3563 0 34 2.2119 0 34 0.9483 4.6150 3.6549 4.477 3.988
5352o 1.1925 2.1371 300.0000 0.2632 0 15 1.1949 0 15 0.2207 8.5155 7.2271 .3851 .4237
5352u 0.0273 1.5423 150.0000 0.0358 0 5 1.9786 0 5 1.3138 8.5155 7.2271 7.436 7.514
5238o 1.6591 2.2063 400.0000 0.2742 0 15 1.1388 0 15 0.1653 7.2271 6.1416 .3178 .3539
5238u 0.0735 1.8497 225.0000 0.0733 0 6 1.8061 0 6 0.9970 7.2271 6.1416 5.009 5.073
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1416 5.0219 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0659 0 31 1.6243 0 31 0.9932 6.1416 5.0219 5.073 5.430
5148u 0.0407 1.0234 225.0000 0.0710 0 31 1.7989 0 34 1.7448 5.0219 4.6101 5.430 4.489
5049u 0.0573 1.4423 225.0000 0.0540 0 11 1.4126 0 16 0.9408 5.9085 5.2194 .9265 .9752
4948u 0.0590 1.4830 225.0000 0.0696 0 14 1.7058 0 14 1.1796 5.2194 4.6101 5.419 4.489
4845o 2.5500 1.2922 200.0000 0.0180 0 15 0.1093 0 5 0.0071 4.6101 3.6113 .0507 .5567
4845u 0.1309 1.8523 300.0000 0.1143 0 4 1.6007 0 4 0.8730 4.6101 3.6113 3.367 3.704
4746o 17.3588 2.8540 400.0000 0.0129 0 15 0.1693 0 15 0.0007 4.6282 4.0634 .0706 .1586
4746u 0.1498 2.1194 300.0000 0.0989 0 12 1.3785 0 12 0.6603 4.6282 4.0634 3.427 3.544
4645o 15.8729 2.3953 400.0000 0.0839 0 16 0.3171 0 16 0.0053 4.0634 3.6113 .1586 .2783
4645u 0.1105 1.5637 300.0000 0.0968 0 16 1.3470 0 16 0.8754 4.0634 3.6113 3.544 3.704
4140o 7.7278 3.7006 400.0000 0.0647 0 15 0.8849 0 15 0.0084 7.6653 6.6843 .1631 .2107
4140u 0.3099 2.8063 375.0000 0.2202 0 11 1.9743 0 11 0.7103 7.6653 6.6843 2.840 2.891
4038o 9.0986 2.1894 400.0000 0.1486 0 16 0.3519 0 16 0.0163 6.6843 6.1416 .2107 .3539
4038u 0.2678 1.6839 450.0000 0.2337 0 16 1.5133 0 4 0.8728 6.6843 6.1416 2.409 2.536
3938o 6.1031 3.1251 400.0000 0.0776 0 15 0.3955 0 7 0.0127 7.0280 6.1416 .0699 .3539
3938u 0.0261 1.4762 150.0000 0.0278 0 5 1.5340 0 5 1.0668 7.0280 6.1416 6.853 7.610
3836o 9.9729 2.0945 400.0000 0.6152 0 16 0.3141 0 16 0.0617 6.1416 5.8584 .3539 .8460
3836u 0.3282 2.0635 450.0000 0.2559 0 7 1.8321 0 36 0.7797 6.1416 5.8584 2.536 3.085
3635o 350.7969 7.2605 1200.000 1.6612 0 16 0.8458 0 13 0.0047 5.8584 5.2972 .0737 .0810
3635u 0.6696 4.2102 450.0000 0.3515 0 35 2.1956 0 35 0.5249 5.8584 5.2972 3.085 2.882
3533u 0.5928 3.7276 450.0000 0.3533 0 35 2.5778 0 4 0.5960 5.2972 4.6149 2.882 4.477
2217o 14.0423 2.7133 500.0000 1.4301 0 18 1.0369 0 27 0.1018 3.6549 3.2020 .5099 .5039
2217u 0.6241 1.4127 750.0000 1.2835 0 29 2.8372 0 29 2.0564 3.6549 3.1874 2.393 1.916
2019o 11.6942 3.9474 300.0000 0.2898 0 15 0.7711 0 13 0.0248 7.0322 6.0704 .1072 .2347
2019u 0.6375 4.0085 450.0000 0.4287 0 19 2.6807 0 19 0.6725 7.0322 6.0704 2.293 3.489
1918o 18.5045 3.0423 400.0000 0.1491 0 15 0.1529 0 15 0.0081 6.0704 3.2328 .1760 .5820
1918u 0.9440 3.3387 600.0000 0.8500 0 15 2.9791 0 15 0.9005 6.0704 3.2328 2.617 2.221
1817o 9.1593 1.0777 500.0000 0.9128 0 16 0.5718 0 13 0.0997 3.2328 3.1874 .4656 .4747
1817u 0.5070 1.7932 600.0000 0.5279 0 7 1.8584 0 7 1.0412 3.2328 3.1874 2.221 2.395
1009o 8.3091 2.9889 300.0000 0.0449 0 15 0.3748 0 15 0.0054 4.6178 3.5266 .0595 .0887
1009u 0.2415 2.1864 375.0000 0.1840 0 13 1.6674 0 6 0.7619 4.6178 3.5266 2.714 2.737
0706o 7.2322 2.5855 300.0000 0.1220 0 15 0.3734 0 14 0.0169 5.0357 4.5708 .1190 .2359
0706u 0.1248 1.7661 300.0000 0.0879 0 7 1.2250 0 7 0.7041 5.0357 4.5708 3.452 3.569
0604o 9.6606 3.5629 300.0000 0.5355 0 15 1.1318 0 15 0.0554 4.5708 2.8706 .2359 .2352
0604u 0.3116 2.8210 375.0000 0.3055 0 22 2.7458 0 22 0.9806 4.5708 2.8663 2.855 3.110
0504o 8.6316 3.1317 300.0000 0.0974 0 15 0.4837 0 12 0.0113 4.3281 2.8663 .0937 .2211
0504u 0.1541 2.1802 300.0000 0.1354 0 9 1.8910 0 9 0.8787 4.3281 2.8663 3.427 3.887
0403o 9.0589 2.2976 400.0000 0.4219 0 15 0.6919 0 15 0.0466 2.8663 2.0571 .1658 .1427
0403u 1.9283 4.3647 750.0000 1.1797 0 11 2.7761 0 11 0.6118 2.8663 1.9631 1.555 1.150
0302o 2.9365 0.3239 300.0000 1.3698 0 21 0.5701 0 21 0.4665 1.9631 1.9112 .4769 .3372
0302u 3.2556 3.6173 600.0000 0.7588 0 26 0.8419 0 26 0.2331 1.9631 1.9112 1.438 1.435
14b14ao 75.9084 3.3944 500.0000 1.8369 0 19 0.3724 0 12 0.0242 3.1073 2.8334 .2347 .6668
14b14au 0.1270 1.7965 300.0000 0.1200 0 29 1.6716 0 29 0.9452 3.1073 2.8334 4.357 4.111
FREE # 1 Undefnd Undefnd Undefn 4.7286 0 20
*==================================================*
| 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 3.5000 0.0000 116.3333 0.0921 0.2784 0.0728
5047 85.5972 6.5278 0.0000 27.8750 0.0180 0.1775 0.0022
4946 78.7708 10.4444 0.0000 30.7847 0.0414 0.4099 0.0099
5114b 73.9722 17.6667 0.0000 28.3611 0.0555 0.5544 0.0123
4440 0.1667 28.1111 0.0000 91.7222 0.1441 1.0222 0.0776
4342 0.1667 119.8333 0.0000 0.0000 0.0465 0.1520 0.0890
4241 0.1667 0.0000 0.0000 119.8333 0.0541 0.2009 0.1490
3736 0.1667 29.9167 0.0000 89.9167 0.1149 1.5448 0.0380
3534 102.1667 15.9722 0.0000 1.8611 0.1764 3.5753 0.0859
3422 12.2778 0.0000 0.0000 107.7222 0.2064 2.1273 0.1274
3130 0.1667 24.1389 0.0000 95.6944 0.0869 1.7456 0.0123
3024 0.1667 28.1500 0.0000 91.6833 0.1356 0.1639 3.4053
3036 91.8472 26.1528 2.0000 0.0000 0.1477 2.6233 0.0934
2827 0.1667 0.0000 0.0000 119.8333 0.0418 0.2410 0.0913
2726 104.0278 15.9722 0.0000 0.0000 0.1213 2.4517 0.0268
2629 0.2500 119.7500 0.0000 0.0000 0.1026 1.2811 0.0745
2930 0.2500 23.0278 0.0000 96.7222 0.1013 1.2593 0.1395
2725 0.1667 119.8333 0.0000 0.0000 0.1116 0.1139 2.1377
2524 0.1667 28.1736 0.0000 91.6597 0.1122 0.1141 2.0775
2422 0.1667 119.8333 0.0000 0.0000 0.1679 0.2908 3.4412
L575 0.1667 20.8889 0.0000 98.9444 0.0947 1.6122 0.0578
2117 1.7333 18.2778 0.0000 99.9889 0.2017 2.0641 0.0225
1714B 97.7500 19.4167 2.8333 0.0000 0.1282 2.8721 0.1482
1716 0.1667 117.5833 0.0000 2.2500 0.2938 0.8902 3.7291
1615 0.1667 119.8333 0.0000 0.0000 0.2279 0.4526 4.1778
1614A 3.0417 36.9583 80.0000 0.0000 0.2281 0.4617 2.3967
4514B 96.0389 20.7111 0.0000 3.2500 0.0889 1.5891 0.0650
4515 0.1667 119.8333 0.0000 0.0000 0.0912 0.0729 2.3892
1502 0.1667 119.8333 0.0000 0.0000 0.2351 0.5406 2.6283
14A13 4.0000 116.0000 0.0000 0.0000 0.3666 4.8255 0.5564
1312 4.0000 116.0000 0.0000 0.0000 0.3192 5.2863 0.3985
1211 4.2222 115.7778 0.0000 0.0000 0.4317 7.7643 0.2830
1103 0.1667 119.8333 0.0000 0.0000 0.3488 6.8138 0.3490
0912 109.7500 10.2500 0.0000 0.0000 0.1751 1.8505 0.0095
0908 0.1667 119.8333 0.0000 0.0000 0.1049 0.1137 1.2280
0811 107.7222 8.1944 0.0000 4.0833 0.1245 1.2771 0.0217
0804 0.1667 119.8333 0.0000 0.0000 0.1296 0.1634 1.3242
0201 0.1667 119.8333 0.0000 0.0000 0.3533 5.3677 0.8725
50b50 113.1389 6.8611 0.0000 0.0000 0.0091 0.0440 0.0048
49b40 107.8611 12.1389 0.0000 0.0000 0.0221 0.1071 0.0200
51b50 97.1944 22.8056 0.0000 0.0000 0.0231 0.1123 0.0242
L610 0.1667 119.8333 0.0000 0.0000 0.1287 0.1660 3.6026
5352o 93.0833 10.1944 0.0000 16.7222 0.1076 0.2202 0.1449
5352u 0.1667 119.8333 0.0000 0.0000 0.0456 0.0184 1.7032
5238o 98.4097 18.3056 0.0000 3.2847 0.1169 0.2421 0.1507
5238u 0.1667 119.8333 0.0000 0.0000 0.0643 0.0412 1.9723
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 1.7690
5148u 0.1667 119.8333 0.0000 0.0000 0.0651 0.0410 1.5486
5049u 2.3125 14.1639 0.0000 103.5236 0.0667 0.0389 0.2959
4948u 0.2500 119.7500 0.0000 0.0000 0.0684 0.0414 1.9015
4845o 102.3611 17.5556 0.0000 0.0833 0.0547 0.5475 0.0020
4845u 0.1667 119.8333 0.0000 0.0000 0.0908 0.0734 1.5291
4746o 113.4167 6.5833 0.0000 0.0000 0.0216 0.0769 0.0077
4746u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.4341
4645o 108.8611 11.1389 0.0000 0.0000 0.0418 0.2650 0.0276
4645u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.4634
4140o 114.5278 2.0833 0.0000 3.3889 0.0349 0.0849 0.0565
4140u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1140 1.9663
4038o 111.0833 8.9167 0.0000 0.0000 0.0577 0.4233 0.0397
4038u 0.1667 119.8333 0.0000 0.0000 0.1274 0.1638 1.6204
3938o 100.8125 17.4583 0.0000 1.7292 0.0743 0.3745 0.0172
3938u 0.2500 119.7500 0.0000 0.0000 0.0450 0.0184 1.2952
3836o 95.0889 24.9111 0.0000 0.0000 0.1225 1.9591 0.0754
3836u 0.1667 119.8333 0.0000 0.0000 0.1362 0.1636 1.7629
3635o 101.1111 6.0556 0.0000 12.8333 0.0499 2.0163 0.0765
3635u 0.1667 119.8333 0.0000 0.0000 0.1368 0.1654 2.2287
3533u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 3.1771
2217o 98.0556 0.0000 0.0000 21.9444 0.0981 1.4840 0.2446
2217u 0.1667 119.8333 0.0000 0.0000 0.2120 0.4532 3.4640
2019o 111.7083 5.9722 0.0000 2.3194 0.0479 0.4753 0.0306
2019u 0.1667 119.8333 0.0000 0.0000 0.1352 0.1667 2.5080
1918o 112.6944 7.3056 0.0000 0.0000 0.0614 0.9875 0.0229
1918u 0.1667 119.8333 0.0000 0.0000 0.1679 0.2912 4.3200
1817o 98.9236 13.1111 0.0000 7.9653 0.0966 1.9958 0.1142
1817u 0.1667 119.8333 0.0000 0.0000 0.1825 0.2962 1.9558
1009o 114.4325 5.5675 0.0000 0.0000 0.0196 0.1202 0.0082
1009u 0.1667 119.8333 0.0000 0.0000 0.1080 0.1139 1.6833
0706o 107.0035 12.9965 0.0000 0.0000 0.0425 0.3282 0.0198
0706u 0.1667 119.8333 0.0000 0.0000 0.0902 0.0727 1.2484
0604o 104.2278 0.0000 0.0000 15.7722 0.0563 0.4735 0.0799
0604u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1135 2.6909
0504o 110.4722 6.7500 0.0000 2.7778 0.0377 0.2843 0.0162
0504u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0730 1.8618
0403o 112.4643 0.0000 0.0000 7.5357 0.0614 0.6098 0.0427
0403u 0.1667 119.8333 0.0000 0.0000 0.2216 0.4631 2.5120
0302o 103.5833 6.6944 0.0000 9.7222 0.0921 2.4051 0.0695
0302u 0.1667 119.8333 0.0000 0.0000 0.3110 0.9868 0.6716
14b14ao 101.3333 18.6667 0.0000 0.0000 0.1326 6.9606 0.0596
14b14au 59.8750 60.1250 0.0000 0.0000 0.0839 0.0727 1.8349
*===========================================*
| 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 0.0160 115.5142 0.0007 0.9977 0.3706 0.0332 0.0800 4.8598
5047 0.0008 5.9003 0.0001 0.4973 0.4664 0.0014 0.0141 0.0350
4946 0.0058 41.8270 0.0004 0.5852 0.4789 0.0058 0.0572 0.0350
5114b 0.0105 75.7073 0.0006 0.6168 0.4811 0.0130 0.1292 0.0350
4440 0.0212 152.9498 0.0010 0.9977 0.8197 0.0551 0.3609 1.9439
4342 0.0156 112.3595 0.0007 0.9977 0.8418 0.0183 0.0383 1.9439
4241 0.0300 216.0769 0.0014 0.9977 1.1342 0.0209 0.0501 1.9439
3736 0.0170 122.4903 0.0008 0.9977 0.6110 0.0394 0.4681 2.1599
3534 0.0854 615.1516 0.0080 0.2770 0.1108 0.0396 0.6314 0.0450
3422 0.0875 629.9173 0.0064 0.8184 0.3888 0.0426 0.4312 0.0450
3130 0.0250 180.2704 0.0010 0.9977 0.8962 0.0232 0.4634 3.7798
3024 0.1001 720.5750 0.0024 0.9977 1.2327 0.0716 0.0809 1.4039
3036 0.0296 213.3180 0.0072 0.4402 0.0276 0.0498 0.7353 0.0210
2827 0.0287 206.6839 0.0013 0.9977 1.0670 0.0160 0.0606 2.1599
2726 0.0312 224.4294 0.0027 0.2625 0.0804 0.0538 0.4297 0.0200
2629 0.0370 266.6760 0.0025 0.9977 0.1871 0.0340 0.2454 3.7798
2930 0.0841 605.7522 0.0044 0.9977 0.6010 0.0369 0.3091 2.1599
2725 0.0483 347.7601 0.0014 0.9977 1.0922 0.0585 0.0499 1.4039
2524 0.0477 343.0808 0.0014 0.9918 1.2213 0.0562 0.0501 0.0185
2422 0.1484 1068.5338 0.0037 0.9977 0.6214 0.1015 0.1558 1.4039
L575 0.0444 319.7595 0.0020 0.9977 0.3796 0.0317 0.3854 4.8598
2117 0.0247 177.7649 0.0017 0.9785 0.8311 0.0426 0.4301 0.0200
1714B 0.1012 728.5362 0.0085 0.3473 0.0643 0.0301 0.5353 0.0215
1716 0.4965 3574.7981 0.0121 0.9977 0.8980 0.1700 0.4291 1.4039
1615 0.3341 2405.6535 0.0084 0.9977 0.6646 0.1429 0.2712 1.4039
1614A 0.1626 1170.7037 0.0058 0.9617 0.2286 0.1151 0.2313 0.0130
4514B 0.0413 297.1437 0.0022 0.3785 0.1350 0.0232 0.3624 0.0216
4515 0.0483 347.5385 0.0013 0.9977 0.7569 0.0611 0.0481 1.4039
1502 0.3823 2752.3861 0.0090 0.9977 0.8595 0.1555 0.2925 1.4039
14A13 -0.3169 -2281.396 0.0130 0.9516 0.0054 0.1733 1.3844 0.1225
1312 0.3176 2286.5319 0.0128 0.9516 0.0963 0.1284 1.4623 0.1199
1211 0.3153 2270.2602 0.0121 0.9488 0.0662 0.1617 2.3047 0.1234
1103 0.3755 2703.9489 0.0135 0.9977 0.1327 0.1754 2.0980 13.4994
0912 0.0035 25.4027 0.0004 0.1574 0.0096 0.0562 0.5865 0.0450
0908 0.0221 159.2707 0.0009 0.9977 0.6114 0.0521 0.0416 1.5119
0811 0.0101 72.4814 0.0010 0.1938 0.0790 0.0298 0.3038 0.0450
0804 0.0355 255.4475 0.0017 0.9977 0.5285 0.0676 0.0678 1.4039
0201 0.9902 7129.6865 0.0366 0.9977 0.4607 0.1848 1.7952 4.3198
50b50 0.0008 5.9037 0.0001 0.1004 0.1928 0.0009 0.0045 0.0100
49b40 0.0064 45.7649 0.0004 0.1906 0.3886 0.0037 0.0157 0.0100
51b50 0.0111 79.8281 0.0006 0.3602 0.7490 0.0056 0.0261 0.0100
L610 0.0920 662.6758 0.0023 0.9977 0.5003 0.0797 0.0952 1.2959
5352o 0.0237 170.4074 0.0012 0.4309 0.4593 0.0243 0.0476 0.0350
5352u 0.0099 71.3472 0.0003 0.9977 1.2008 0.0286 0.0109 1.5119
5238o 0.0206 148.1883 0.0013 0.3414 0.2708 0.0259 0.0517 0.0350
5238u 0.0191 137.4752 0.0004 0.9977 1.0051 0.0388 0.0222 1.4039
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0023 0.0042 0.0350
3851u 0.0191 137.5019 0.0006 0.9977 0.7194 0.0416 0.0246 1.4039
5148u 0.0195 140.5894 0.0006 0.9977 0.7961 0.0428 0.0248 1.5119
5049u 0.0072 51.8231 0.0003 0.9688 1.2025 0.0264 0.0107 0.0140
4948u 0.0128 92.0984 0.0004 0.9977 0.4330 0.0359 0.0208 1.5119
4845o 0.0019 13.5592 0.0001 0.2871 0.0361 0.0138 0.1373 0.0350
4845u 0.0306 220.6021 0.0009 0.9977 0.8604 0.0523 0.0398 1.4039
4746o 0.0003 1.8569 0.0001 0.0965 0.0160 0.0020 0.0063 0.0218
4746u 0.0279 200.7999 0.0007 0.9977 0.9282 0.0408 0.0281 1.4039
4645o 0.0035 25.3816 0.0004 0.1797 0.0412 0.0082 0.0451 0.0216
4645u 0.0308 221.7686 0.0007 0.9977 0.4357 0.0478 0.0369 1.5119
4140o 0.0015 10.5033 0.0003 0.0797 0.0695 0.0029 0.0058 0.0187
4140u 0.0284 204.2467 0.0011 0.9977 0.8710 0.0505 0.0437 1.4039
4038o 0.0044 31.7845 0.0007 0.1480 0.0317 0.0098 0.0618 0.0188
4038u 0.0519 373.8232 0.0018 0.9977 0.6051 0.0684 0.0827 1.4039
3938o 0.0055 39.2494 0.0004 0.3094 0.1199 0.0174 0.0867 0.0250
3938u 0.0053 38.4944 0.0002 0.9977 0.5054 0.0252 0.0099 1.2959
3836o 0.0490 352.6409 0.0030 0.3945 0.0618 0.0369 0.5330 0.0207
3836u 0.0587 422.9313 0.0029 0.9977 0.7554 0.0706 0.0870 1.4039
3635o 0.0897 645.5203 0.0081 0.2965 0.3025 0.0084 0.2242 0.0350
3635u 0.0831 598.2393 0.0025 0.9977 1.1819 0.0705 0.0870 1.2959
3533u 0.0919 661.4817 0.0022 0.9977 1.1932 0.0703 0.0866 1.2959
2217o 0.1110 799.1945 0.0070 0.3391 0.2329 0.0240 0.2405 0.0217
2217u 0.2771 1995.4613 0.0087 0.9977 0.7438 0.1314 0.2386 1.4039
2019o 0.0110 79.4150 0.0014 0.1309 0.1567 0.0037 0.0368 0.0200
2019u 0.0663 477.4438 0.0025 0.9977 1.6241 0.0687 0.0565 1.4039
1918o 0.0036 25.8102 0.0007 0.1125 0.0094 0.0126 0.1814 0.0212
1918u 0.1362 980.4766 0.0056 0.9977 1.1301 0.0926 0.1131 1.4039
1817o 0.0863 621.5750 0.0045 0.3242 0.1224 0.0244 0.3589 0.0212
1817u 0.0879 633.1297 0.0050 0.9977 0.5990 0.1058 0.1480 1.4039
1009o 0.0012 8.3557 0.0003 0.0797 0.0586 0.0015 0.0089 0.0213
1009u 0.0245 176.6636 0.0010 0.9977 1.0501 0.0467 0.0337 1.5119
0706o 0.0066 47.2612 0.0006 0.2086 0.1196 0.0060 0.0421 0.0212
0706u 0.0167 120.3003 0.0006 0.9977 0.6308 0.0457 0.0298 1.4039
0604o 0.0324 233.1132 0.0026 0.2539 0.3458 0.0086 0.0635 0.0209
0604u 0.0643 462.6178 0.0018 0.9977 1.3856 0.0608 0.0503 1.4039
0504o 0.0039 27.9201 0.0005 0.1418 0.1167 0.0031 0.0213 0.0211
0504u 0.0209 150.3311 0.0009 0.9977 0.7059 0.0455 0.0292 1.4039
0403o 0.0132 95.1217 0.0021 0.1160 0.1054 0.0042 0.0416 0.0450
0403u 0.1925 1385.8341 0.0060 0.9977 1.4138 0.1133 0.1856 1.4039
0302o 0.1100 792.2681 0.0071 0.2563 0.1359 0.0170 0.4260 0.0273
0302u 0.4735 3408.9515 0.0053 0.9977 0.1971 0.1576 0.4939 0.7560
14b14ao 0.1327 955.7632 0.0092 0.2918 0.0773 0.0232 1.0661 0.0350
14b14au 0.0216 155.6841 0.0007 0.6910 0.1829 0.0478 0.0396 0.0140
FREE # 1 0.9904 7131.1714
*===============================================================*
| 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 0.1392 0.0000 0.5489 0.1129 0.1509 9.0752 8.5155 Max Flow
5047 0.0209 0.0000 0.1788 0.0076 0.0099 5.7103 4.6270 Max Flow
4946 0.0937 0.0000 0.2126 0.0209 0.0256 5.0258 4.0598 Max Flow
5114b 0.1144 0.0000 0.1580 0.0240 0.0251 4.8252 3.0855 Max Flow
4440 0.1901 0.0000 0.0096 0.1206 0.0949 8.0949 6.6687 Max Flow
4342 0.1410 0.0000 0.4004 0.1077 0.0817 9.2818 8.4100 Max Flow
4241 0.2723 0.0000 0.6988 0.1385 0.1097 8.4100 7.7097 Max Flow
3736 0.1497 0.0000 0.0038 0.0835 0.0708 7.0712 5.8562 Max Flow
3534 1.6249 0.0000 0.1558 0.0879 0.0970 5.2972 4.5479 Max Flow
3422 1.3067 0.0000 0.2509 0.1217 0.2851 4.5929 4.3217 Max Flow
3130 0.2252 0.0000 0.0298 0.0236 0.0253 7.5255 5.8633 Max Flow
3024 0.4450 1.2871 1.1435 0.4280 0.3549 5.7447 3.2875 Max Flow
3036 0.8393 0.0000 0.0122 0.1661 0.1934 5.8650 5.8584 Max Flow
2827 0.2590 0.0000 1.5967 0.1039 0.0845 8.3851 6.7845 Max Flow
2726 0.4929 0.0000 0.0027 0.0396 0.0335 6.7338 6.7327 Max Flow
2629 0.4947 0.0000 0.1713 0.1321 0.2235 6.7338 6.5518 Max Flow
2930 0.8837 0.0000 0.2168 0.1700 0.1517 6.5518 5.8649 Max Flow
2725 0.2606 0.8526 0.6080 0.3506 0.3750 6.7068 5.2184 Max Flow
2524 0.2529 0.5070 1.4582 0.3485 0.2809 5.2293 3.2217 Max Flow
2422 0.5877 0.2248 0.3498 0.4983 0.3700 4.1333 3.5594 Max Flow
L575 0.4119 0.0000 0.4250 0.1071 0.1263 4.8265 3.5872 Max Flow
2117 0.2168 0.0000 0.0016 0.0364 0.0471 3.1119 3.1113 Max Flow
1714B 1.5629 0.0000 0.0737 0.2155 0.2905 3.1872 3.1073 Max Flow
1716 2.1022 -0.1905 0.1768 0.8243 0.6270 3.0741 3.0868 Max Flow
1615 1.2364 0.4405 0.3290 0.6687 0.7500 3.0958 2.3241 Max Flow
1614A 0.8657 0.4342 0.0600 0.5761 0.7500 3.0806 2.5860 Max Flow
4514B 0.4221 0.0000 0.0315 0.1246 0.1111 3.6113 3.0894 Max Flow
4515 0.1662 0.5815 0.9216 0.2872 0.2138 3.5051 2.0007 Max Flow
1502 1.3854 -0.2144 0.8073 0.7027 0.8250 2.3206 1.7521 Max Flow
14A13 0.0155 0.0000 0.0069 0.0706 0.1321 2.0027 1.9951 Max Flow
1312 2.6437 0.0000 0.1959 0.4826 0.8006 2.6599 2.4616 Max Flow
1211 2.5286 0.0000 0.1895 0.4689 0.7746 2.4690 2.2829 Max Flow
1103 2.6251 0.0000 0.3181 0.4441 0.9472 2.2885 1.9625 Max Flow
0912 0.0849 0.0000 0.0033 0.0192 0.0258 3.5266 2.3457 Max Flow
0908 0.1340 0.1601 0.3314 0.2699 0.2591 3.5021 3.0108 Max Flow
0811 0.2013 0.0000 0.1011 0.0348 0.0503 3.0505 2.1627 Max Flow
0804 0.2420 0.2049 0.3558 0.3461 0.4500 3.0016 2.4371 Max Flow
0201 4.7281 0.0000 0.1199 0.6525 0.8612 1.9111 1.7913 Max Flow
50b50 0.0226 0.0000 0.1390 0.0119 0.0053 5.9082 5.7103 Max Flow
49b40 0.0948 0.0000 0.1266 0.0339 0.0188 5.2194 5.0258 Max Flow
51b50 0.1157 0.0000 0.1612 0.0386 0.0210 5.0219 4.8252 Max Flow
L610 0.3562 0.6738 0.6396 0.4054 0.3497 3.7133 2.4039 Max Flow
5352o 0.2631 0.0000 1.1278 0.1290 0.1154 8.5155 7.2271 Max Flow
5352u 0.0356 0.0725 2.0889 1.0178 0.1500 8.4178 6.2834 Max Flow
5238o 0.2742 0.0000 0.9726 0.1325 0.1271 7.2271 6.1382 Max Flow
5238u 0.0729 0.1488 1.0350 0.2105 0.1827 7.1141 5.9455 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0659 0.2123 1.1380 0.2057 0.1832 5.9987 4.6418 Max Flow
5148u 0.0710 0.2295 0.5720 0.2093 0.2250 4.6596 3.8595 Max Flow
5049u 0.0539 0.1479 0.5438 0.1918 0.1735 5.9082 5.2178 Max Flow
4948u 0.0696 0.0787 0.5293 0.2085 0.2250 5.2193 4.6099 Max Flow
4845o 0.0180 0.0000 0.0038 0.0066 0.0098 4.6101 3.6113 Max Flow
4845u 0.1139 0.4317 0.8145 0.2586 0.2165 4.4807 3.2506 Max Flow
4746o 0.0128 0.0000 0.0481 0.0306 0.0273 4.6282 4.0623 Max Flow
4746u 0.0989 0.3174 0.2538 0.2438 0.1780 4.6022 4.0313 Max Flow
4645o 0.0838 0.0000 0.0911 0.0656 0.0634 4.0634 3.6111 Max Flow
4645u 0.0967 0.0822 0.3705 0.2414 0.2176 4.0632 3.6107 Max Flow
4140o 0.0644 0.0000 0.7486 0.0788 0.0650 7.6652 6.6728 Max Flow
4140u 0.2200 0.6527 0.4944 0.3351 0.2335 7.6087 6.4564 Max Flow
4038o 0.1485 0.0000 0.1217 0.0832 0.0840 6.6843 6.1414 Max Flow
4038u 0.2337 0.0939 0.4486 0.3404 0.3256 6.6840 6.1416 Max Flow
3938o 0.0776 0.0000 0.0354 0.0296 0.0273 7.0280 6.1369 Max Flow
3938u 0.0278 0.4016 1.0796 0.1419 0.1359 7.0021 5.5068 Max Flow
3836o 0.6152 0.0000 0.0304 0.1442 0.1414 6.1416 5.8584 Max Flow
3836u 0.2558 0.0969 0.3163 0.3552 0.2988 6.0173 5.6057 Max Flow
3635o 1.6606 0.0831 0.4582 0.0981 0.0862 5.8584 5.2966 Max Flow
3635u 0.3513 0.8987 0.1277 0.4036 0.2316 5.6342 4.6048 Max Flow
3533u 0.3532 0.4315 0.4917 0.4043 0.2502 4.6150 3.6943 Max Flow
2217o 1.4291 0.0000 0.4501 0.2519 0.2532 3.6548 3.2019 Max Flow
2217u 1.2832 0.4166 0.4430 0.6767 0.7500 3.4457 2.5886 Max Flow
2019o 0.2897 0.0000 0.2778 0.0445 0.0318 7.0321 6.0657 Max Flow
2019u 0.4273 1.2337 0.6572 0.4242 0.2697 6.9375 5.0520 Max Flow
1918o 0.1487 0.0000 0.0424 0.0825 0.0699 6.0703 3.2306 Max Flow
1918u 0.8500 0.7687 2.0701 0.5619 0.4455 6.0696 3.2286 Max Flow
1817o 0.9123 0.0000 0.0675 0.1752 0.2346 3.2327 3.1606 Max Flow
1817u 0.5269 0.1451 0.1604 0.4745 0.5172 3.0289 2.7258 Max Flow
1009o 0.0448 0.0000 0.5822 0.0190 0.0171 4.6178 3.5259 Max Flow
1009u 0.1840 0.4683 0.6248 0.3133 0.2451 4.6148 3.5218 Max Flow
0706o 0.1219 0.0000 0.1349 0.0368 0.0357 5.0357 4.5705 Max Flow
0706u 0.0879 0.2588 0.2405 0.2308 0.1858 5.0088 4.5092 Max Flow
0604o 0.5349 0.0000 1.6957 0.0903 0.0705 4.5708 2.8705 Max Flow
0604u 0.3055 0.5165 1.7050 0.9989 0.3010 4.4989 2.2758 Max Flow
0504o 0.0973 0.0000 0.2826 0.0317 0.0277 4.3281 2.8654 Max Flow
0504u 0.1354 0.5971 1.2028 0.2744 0.2182 4.3092 2.5005 Max Flow
0403o 0.4218 0.0000 0.7999 0.0571 0.0620 2.8663 2.0571 Max Flow
0403u 1.1795 0.8047 0.2113 0.6587 0.4239 2.8143 1.7656 Max Flow
0302o 1.3693 0.0000 0.0422 0.0967 0.1750 1.9630 1.9108 Max Flow
0302u 0.7585 0.0645 0.0027 0.2964 0.1786 1.8886 1.8212 Max Flow
14b14ao 1.8367 0.0000 0.0127 0.1259 0.1171 3.1073 2.8324 Max Flow
14b14au 0.1200 0.3036 0.1730 0.2640 0.2324 2.9710 2.4921 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 10.1667 109.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 10.1667 24.3333 85.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4946 12.3333 29.0000 78.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 8.0000 38.1667 73.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4440 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4241 0.8333 0.3333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.1667 17.6667 102.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 12.5000 95.3333 12.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 15.8333 104.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 117.1667 0.0000 0.0000 0.0000 1.6667 0.0000 None
3036 0.0000 28.1667 91.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 114.6667 0.0000 0.0000 0.0000 5.3333 0.0000 None
2629 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 0.3333 68.1667 51.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 1.0000 0.1667 101.1667 9.5000 0.5000 0.0000 7.6667 0.0000 None
2524 0.3333 0.0000 119.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 89.6667 0.5000 0.0000 22.1667 6.5000 0.0000 None
L575 15.5000 104.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 26.6667 91.6667 1.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 22.1667 97.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 82.5000 5.8333 0.0000 21.1667 9.3333 0.0000 None
1615 0.5000 38.1667 2.8333 0.1667 29.3333 0.0000 49.0000 0.0000 None
1614A 0.0000 80.8333 0.0000 14.5000 23.0000 1.3333 0.3333 0.0000 None
4514B 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.8333 0.3333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 99.3333 11.1667 0.1667 0.0000 9.3333 0.0000 0.0000 0.0000 None
14A13 0.0000 116.0000 4.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 2.5000 113.5000 4.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 115.8333 4.1667 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 8.8333 109.8333 0.0000 1.3333 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 103.1667 0.5000 0.0000 12.6667 2.5000 0.0000 None
0811 2.6667 9.5000 107.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 66.6667 28.5000 0.0000 11.5000 4.6667 8.6667 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 89.8333 0.1667 0.0000 22.6667 6.1667 0.0000 None
5352o 1.0000 4.6667 114.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.1667 1.0000 118.0000 0.0000 0.5000 0.0000 0.3333 0.0000 None
5238o 2.6667 9.1667 108.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.1667 1.0000 108.6667 0.0000 0.0000 0.0000 10.1667 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 96.0000 0.0000 0.0000 0.0000 22.8333 0.0000 None
5148u 2.3333 0.3333 82.5000 0.0000 28.8333 0.0000 6.0000 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 92.5000 1.6667 14.1667 9.5000 1.0000 0.0000 None
4845o 0.0000 17.6667 102.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 1.1667 112.3333 0.0000 0.0000 0.0000 6.5000 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 99.0000 1.1667 0.0000 12.1667 6.5000 0.0000 None
4645o 0.0000 4.1667 115.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 89.6667 2.5000 0.0000 25.5000 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 109.8333 0.0000 0.0000 0.0000 9.0000 0.0000 None
4038o 0.0000 9.0000 111.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038u 0.0000 1.1667 89.3333 6.1667 0.0000 20.1667 3.1667 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 94.0000 3.0000 0.0000 0.0000 21.8333 0.0000 None
3836o 0.0000 11.8333 108.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 87.1667 0.1667 0.0000 30.5000 1.0000 0.0000 None
3635o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635u 0.0000 1.0000 88.5000 0.5000 0.0000 22.6667 7.3333 0.0000 None
3533u 0.6667 0.1667 93.1667 1.8333 0.0000 19.6667 4.5000 0.0000 None
2217o 3.6667 3.3333 113.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 68.3333 28.5000 0.1667 0.0000 22.5000 0.0000 0.5000 0.0000 None
2019o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019u 0.0000 1.0000 111.6667 0.0000 0.0000 0.0000 7.3333 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 7.0000 14.0000 99.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.1667 76.6667 4.3333 1.0000 21.5000 15.3333 0.0000 None
1009o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.8333 0.3333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 4.5000 115.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 102.0000 0.3333 0.0000 16.0000 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 2.3333 5.1667 112.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.5000 0.6667 98.6667 0.0000 0.0000 0.0000 20.1667 0.0000 None
0302o 4.8333 11.5000 103.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 8.3333 88.3333 0.0000 18.6667 3.5000 0.0000 None
14b14ao 0.0000 1.5000 118.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
14b14au 0.0000 0.0000 84.1667 4.0000 0.0000 31.3333 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 5.0556 5.0833 17.8417 0.0000
4946 9.4722 9.5000 94.6458 0.0000
5114b 17.3889 17.3889 92.6111 0.0000
4440 28.1111 29.1111 91.8333 0.0000
4342 118.6042 119.6111 11.1667 0.0000
4241 0.0861 0.1694 118.5208 0.0000
3736 29.8958 30.8750 3.3278 0.0000
3534 105.7778 105.8056 0.8889 0.0000
3422 0.0000 0.0000 0.0000 0.0000
3130 23.3056 23.3056 86.6389 0.0000
3024 0.0000 0.3000 91.5917 0.0000
3036 2.2917 13.5139 0.0000 0.0000
2827 0.0556 1.0000 29.6181 0.0000
2726 113.9167 114.0833 0.0000 0.0000
2629 7.0278 7.2500 0.0000 0.0000
2930 22.9361 96.9778 0.0000 0.0000
2725 0.0000 0.0000 97.0556 0.0000
2524 4.6778 4.7556 91.1889 0.0000
2422 87.5972 90.4306 1.9028 0.0000
L575 18.9667 18.9667 0.0000 0.0000
2117 1.6111 17.9444 84.0556 0.0000
1714B 0.3903 10.9722 0.0000 0.0000
1716 91.3333 94.7245 72.1944 0.0000
1615 24.0597 82.5972 1.0833 0.0000
1614A 0.0000 2.2986 0.0000 0.0000
4514B 111.3056 111.3611 1.0278 0.0000
4515 81.1250 81.3333 5.0833 0.0000
1502 1.1042 1.5417 13.7639 0.0000
14A13 82.2500 84.2500 0.0000 0.0000
1312 87.3458 96.5278 0.2778 0.0000
1211 99.5139 111.7847 0.0000 0.0000
1103 1.9583 12.0417 0.0000 0.0000
0912 111.1667 111.1667 0.0000 0.0000
0908 100.2431 103.3000 0.0000 0.0000
0811 107.1389 107.1667 0.2222 0.0000
0804 93.9653 102.2431 0.0000 0.0000
0201 8.3184 17.8635 0.0000 0.0000
50b50 107.6111 107.6667 109.6111 0.0000
49b40 111.6944 111.7500 11.4236 0.0000
51b50 111.4722 111.4722 22.1667 0.0000
L610 84.2639 86.9722 0.3333 0.0000
5352o 9.8056 10.0556 110.1806 0.0000
5352u 1.3000 1.5833 88.0625 0.0000
5238o 110.1667 110.3056 4.7569 0.0000
5238u 85.2500 85.7083 86.5417 0.0000
3851o 0.0000 0.0000 0.0000 0.0000
3851u 84.0000 84.0417 48.6250 0.0000
5148u 0.0000 0.0000 80.1042 0.0000
5049u 3.0556 13.9389 110.5778 0.0000
4948u 89.5556 89.9722 2.3472 0.0000
4845o 114.5000 114.5278 0.0000 0.0000
4845u 75.6097 86.2500 88.1500 0.0000
4746o 108.1944 108.1944 0.0000 0.0000
4746u 89.0556 91.7639 90.6111 0.0000
4645o 110.0556 110.0556 0.0000 0.0000
4645u 89.8472 89.8472 0.0000 0.0000
4140o 105.0000 105.0556 2.8611 0.0000
4140u 92.1944 95.6458 89.9597 0.0000
4038o 106.5556 106.5556 0.0000 0.0000
4038u 85.2500 86.2500 2.1042 0.0000
3938o 112.5556 112.5833 1.7986 0.0000
3938u 83.2083 83.2083 1.9583 0.0000
3836o 113.1333 113.1333 0.0000 0.0000
3836u 19.0972 88.0889 82.4167 0.0000
3635o 0.0000 108.6111 0.0000 0.0000
3635u 0.0000 0.9167 87.1736 0.0000
3533u 83.8333 84.8333 87.5139 0.0000
2217o 94.8518 95.6573 90.5833 0.0000
2217u 0.0000 0.0000 7.9653 0.0000
2019o 5.8611 5.9167 106.1528 0.0000
2019u 76.4722 104.0903 110.2847 0.0000
1918o 108.1389 108.1389 0.0000 0.0000
1918u 96.4653 96.6528 94.2917 0.0000
1817o 0.2778 6.2500 0.0000 0.0000
1817u 24.3333 93.1736 0.4583 0.0000
1009o 108.9286 108.9286 0.0000 0.0000
1009u 97.3611 101.9764 91.3889 0.0000
0706o 112.8518 113.0521 0.0000 0.0000
0706u 93.6667 101.1111 1.8472 0.0000
0604o 0.1397 0.1397 113.1333 0.0000
0604u 97.6944 100.2222 99.7500 0.0000
0504o 108.0278 108.0556 3.5278 0.0000
0504u 99.4833 100.7917 2.9931 0.0000
0403o 0.0000 0.0000 101.7996 0.0000
0403u 43.3056 57.9722 87.5139 0.0000
0302o 0.0000 0.0000 91.2222 0.0000
0302u 12.0222 98.5556 0.0000 0.0000
14b14ao 110.0556 110.0556 0.0000 0.0000
14b14au 80.7083 82.4167 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 0.1409 0.5037 0.0770 0.0003 0.1390 0.0000 0.0022 0.2759 0.0003 0.0993 12.4147 0.0132 0.1485
5047 0.0346 0.1182 0.0346 0.0000 0.0210 0.0000 0.0001 0.1774 0.0001 0.0026 8.3371 0.0026 0.0181
4946 0.0670 0.2290 0.0670 0.0000 0.0937 0.0000 0.0003 0.4093 0.0003 0.0131 18.4195 0.0131 0.0418
5114b 0.0605 0.2069 0.0605 0.0000 0.1145 0.0000 0.0005 0.5533 0.0005 0.0266 27.6660 0.0266 0.0565
4440 0.0569 0.2241 0.0232 0.0131 0.1769 0.0001 0.2301 0.7896 0.0025 10.3533 35.5322 0.1122 0.2577
4342 0.0000 0.9284 0.0000 0.0000 0.1410 0.0000 0.0000 0.1519 0.0000 0.0000 3.6456 0.0000 0.0956
4241 0.0000 1.3596 0.0000 0.0000 0.2725 0.0000 0.0000 0.2004 0.0000 0.0000 4.8102 0.0000 0.1099
3736 0.0256 0.1099 0.0256 0.0030 0.1437 0.0030 0.1189 1.3069 0.1189 5.9429 65.3464 5.9429 0.2236
3534 0.0615 0.4548 0.0615 0.0001 1.6247 0.0001 0.0016 3.5721 0.0016 0.0448 98.2321 0.0448 0.1804
3422 0.1311 0.6166 0.1311 0.0006 1.3059 0.0006 0.0047 2.1180 0.0047 0.1868 84.7194 0.1868 0.2161
3130 0.0275 0.1291 0.0275 0.0000 0.2252 0.0000 0.0008 1.7440 0.0008 0.0427 95.9209 0.0427 0.0881
3036 0.1102 0.4016 0.1102 0.0403 0.7591 0.0403 0.3661 1.8900 0.3661 6.5890 34.0204 6.5890 0.2907
2827 0.0000 1.0841 0.0000 0.0000 0.2593 0.0000 0.0000 0.2392 0.0000 0.0000 11.9579 0.0000 0.0849
2726 0.0493 0.2014 0.0493 0.0001 0.4929 0.0001 0.0019 2.4479 0.0019 0.0191 24.4790 0.0191 0.1236
2629 0.1506 0.4116 0.1506 0.0092 0.4764 0.0092 0.0608 1.1576 0.0608 2.7345 52.0919 2.7345 0.2014
2930 0.1567 0.7578 0.1567 0.0090 0.8660 0.0090 0.0572 1.1428 0.0572 2.7478 54.8539 2.7478 0.1996
L575 0.0000 0.2556 0.0000 0.0000 0.4119 0.0000 0.0000 1.6120 0.0000 0.0000 96.7171 0.0000 0.1805
2117 0.0199 0.1054 0.0199 0.0001 0.2167 0.0001 0.0037 2.0567 0.0037 0.0367 20.5674 0.0367 0.2099
1714B 0.2315 0.7481 0.1995 0.2099 1.3107 0.0424 0.9065 1.7521 0.2125 25.3808 49.0592 5.9493 0.2739
4514B 0.0841 0.3622 0.0478 0.0430 0.3775 0.0016 0.5117 1.0423 0.0339 12.2804 25.0143 0.8146 0.1873
14A13 0.3330 0.5799 0.0000 0.2117 2.4289 0.0000 0.6358 4.1885 0.0000 6.3580 41.8854 0.0000 1.0889
1312 0.1726 0.5071 0.5451 0.0272 2.3213 0.2956 0.1574 4.5778 0.5424 2.2038 64.0896 7.5934 0.7926
1211 0.0000 0.3259 0.0000 0.0000 2.5286 0.0000 0.0000 7.7583 0.0000 0.0000 287.0569 0.0000 0.8617
1103 0.2177 0.4507 0.3783 0.3882 2.1558 0.0814 1.7828 4.7837 0.2151 62.3995 167.4303 7.5278 0.9115
0912 0.0062 0.0460 0.0062 0.0000 0.0850 0.0000 0.0018 1.8469 0.0018 0.0977 101.5800 0.0977 0.1885
0811 0.0213 0.1578 0.0213 0.0000 0.2013 0.0000 0.0008 1.2754 0.0008 0.0466 70.1485 0.0466 0.1301
0201 0.1114 1.2263 0.0994 0.1359 4.5535 0.0391 1.2206 3.7131 0.3933 12.2062 37.1305 3.9326 0.8612
50b50 0.1092 0.5135 0.1092 0.0000 0.0226 0.0000 0.0000 0.0439 0.0000 0.0001 0.4395 0.0001 The text continues on section 5.