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m5y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 14:56.
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\mitigate.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)........ 92
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 92
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)........ 1
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 13
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)............ 92
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
MITIGATED CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 9.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 5
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 41.8000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
2 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
3 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
4 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
5 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
6 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
7 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
8 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
9 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
10 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
11 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
12 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
13 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
14 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
15 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
16 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
17 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
18 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
20 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
21 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
22 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
23 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
24 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
25 N52#1 N52 10.000 .28000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
26 N52#2 N52 10.000 .56000E-01 25.00 4.000 0.020 0.045 0.000 0.000 0.00
27 N44#1 N44 50.000 .12200 100.00 1.000 0.020 0.045 0.000 0.000 0.00
28 N44#2 N44 50.000 .15600 11.00 1.000 0.020 0.045 0.000 0.000 0.00
29 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
30 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
31 N42#1 N42 50.000 .10000 100.00 1.000 0.020 0.045 0.000 0.000 0.00
32 N42#2 N42 50.000 .90000E-01 10.00 1.000 0.020 0.045 0.000 0.000 0.00
33 N40#1 N40 15.000 .45000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
34 N40#2 N40 8.0000 .29000E-01 15.00 2.000 0.020 0.045 0.000 0.000 0.00
35 N39#1 N39 12.000 .58000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
36 N39#2 N39 13.000 .86000E-01 26.00 4.000 0.020 0.045 0.000 0.000 0.00
37 N38#1 N38 8.0000 .98000E-01100.00 0.900 0.020 0.045 0.000 0.000 0.00
38 N38#2 N38 27.000 .15500 26.00 0.900 0.020 0.045 0.000 0.000 0.00
39 N51B#1 N51B 23.000 .51000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
40 N51B#2 N51B 23.000 .10100 25.00 3.000 0.020 0.045 0.000 0.000 0.00
41 N50B#1 N50B 25.000 .10400 100.00 3.000 0.020 0.045 0.000 0.000 0.00
42 N50B#2 N50B 25.000 .84000E-01 20.00 3.000 0.020 0.045 0.000 0.000 0.00
43 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
44 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
45 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
46 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
47 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
50 N8#2 N8 14.000 .10000 0.00 2.500 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 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
60 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
62 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
63 N49B#1 N49B 23.000 .53000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
64 N49B#2 N49B 23.000 .10500 25.00 4.000 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 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
70 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
71 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
72 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
73 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
74 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
75 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
76 N36#2 N36 27.000 .17000 27.00 3.000 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 N37#1 0.0010 2.0000 2.0000
2 N37#2 0.0010 2.0000 2.0000
3 N31#1 0.0010 2.0000 2.0000
4 N31#2 0.0010 2.0000 2.0000
5 N28#1 0.0010 2.0000 2.0000
6 N28#2 0.0010 2.0000 2.0000
7 N27#1 0.0010 2.0000 2.0000
8 N27#2 0.0010 2.0000 2.0000
9 N35#1 0.0010 2.0000 2.0000
10 N35#2 0.0010 2.0000 2.0000
11 N21#1 0.0010 2.0000 2.0000
12 N21#2 0.0010 2.0000 2.0000
13 N20#1 0.0010 2.0000 2.0000
14 N20#2 0.0010 2.0000 2.0000
15 N19#1 0.0010 2.0000 2.0000
16 N19#2 0.0010 2.0000 2.0000
17 N18#1 0.0010 2.0000 2.0000
18 N18#2 0.0010 2.0000 2.0000
19 N17#1 0.0010 2.0000 2.0000
20 N17#2 0.0010 2.0000 2.0000
21 N54#1 0.0010 2.0000 2.0000
22 N54#2 0.0010 2.0000 2.0000
23 N53#1 0.0010 2.0000 2.0000
24 N53#2 0.0010 2.0000 2.0000
25 N52#1 0.0010 2.0000 2.0000
26 N52#2 0.0010 2.0000 2.0000
27 N44#1 0.0010 2.0000 2.0000
28 N44#2 0.0010 2.0000 2.0000
29 N43#1 0.0010 2.0000 2.0000
30 N43#2 0.0010 2.0000 2.0000
31 N42#1 0.0010 2.0000 2.0000
32 N42#2 0.0010 2.0000 2.0000
33 N40#1 0.0010 2.0000 2.0000
34 N40#2 0.0010 2.0000 2.0000
35 N39#1 0.0010 2.0000 2.0000
36 N39#2 0.0010 2.0000 2.0000
37 N38#1 0.0010 2.0000 2.0000
38 N38#2 0.0010 2.0000 2.0000
39 N51B#1 0.0010 2.0000 2.0000
40 N51B#2 0.0010 2.0000 2.0000
41 N50B#1 0.0010 2.0000 2.0000
42 N50B#2 0.0010 2.0000 2.0000
43 N47#1 0.0010 2.0000 2.0000
44 N47#2 0.0010 2.0000 2.0000
45 N45#1 0.0010 2.0000 2.0000
46 N45#2 0.0010 2.0000 2.0000
47 N10#1 0.0010 2.0000 2.0000
48 N10#2 0.0010 2.0000 2.0000
49 N8#1 0.0010 2.0000 2.0000
50 N8#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 N11#1 0.0010 2.0000 2.0000
60 N11#2 0.0010 2.0000 2.0000
61 N2#1 0.0010 2.0000 2.0000
62 N2#2 0.0010 2.0000 2.0000
63 N49B#1 0.0010 2.0000 2.0000
64 N49B#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 N26#1 0.0010 2.0000 2.0000
70 N26#2 0.0010 2.0000 2.0000
71 N29#1 0.0010 2.0000 2.0000
72 N29#2 0.0010 2.0000 2.0000
73 N30#1 0.0010 2.0000 2.0000
74 N30#2 0.0010 2.0000 2.0000
75 N36#1 0.0010 2.0000 2.0000
76 N36#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 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N40#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N40#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N39#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N39#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N51B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N51B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N50B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N50B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N8#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 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N49B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N49B#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 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
71 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
72 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
73 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
74 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
75 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
76 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 76
Total Tributary Area (hectares). 13.49
Impervious Area (hectares)...... 6.53
Pervious Area (hectares)........ 6.96
Total Width (hectares).......... 2033.70
Percent Imperviousness.......... 48.39
###################################################
# 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
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
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#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
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
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
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
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N49B No Tributary Channel/Pipes
Tributary Subareas........ N49B#1 N49B#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#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
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
***********************************************************
* Hydrographs will be stored for the following 38 INLETS *
***********************************************************
N37 N31 N28 N27 N35 N21
N20 N19 N18 N17 N54 N53
N52 N44 N43 N42 N40 N39
N38 N51B N50B N47 N45 N10
N8 N7 N6 N5 N4 N11
N2 N49B N23 N22 N26 N29
N30 N36
************************************************
* 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
------------- ------- -------- ------------- ------- --------
N37#1 1768 540 N37#2 3544 1080 N31#1 1768 540
N31#2 3544 1080 N28#1 1768 540 N28#2 3544 1080
N27#1 1760 540 N27#2 3516 1080 N35#1 1780 540
N35#2 1780 540 N21#1 1760 540 N21#2 3536 1080
N20#1 1740 540 N20#2 1668 540 N19#1 1772 540
N19#2 3504 1080 N18#1 1756 540 N18#2 3524 1080
N17#1 1776 540 N17#2 3576 1080 N54#1 1784 540
N54#2 1752 540 N53#1 1656 540 N53#2 1756 540
N52#1 1780 540 N52#2 3552 1080 N44#1 1772 540
N44#2 3628 1080 N43#1 1760 540 N43#2 1756 540
N42#1 1776 540 N42#2 3688 1080 N40#1 1776 540
N40#2 3592 1080 N39#1 1772 540 N39#2 3544 1080
N38#1 1740 540 N38#2 3524 1080 N51B#1 1780 540
N51B#2 3552 1080 N50B#1 1772 540 N50B#2 3600 1080
N47#1 1788 540 N47#2 3520 1080 N45#1 1788 540
N45#2 3528 1080 N10#1 1768 540 N10#2 1748 540
N8#1 1764 540 N8#2 1744 540 N7#1 1764 540
N7#2 1748 540 N6#1 1752 540 N6#2 1716 540
N5#1 1764 540 N5#2 1748 540 N4#1 1764 540
N4#2 1744 540 N11#1 1716 540 N11#2 3524 1080
N2#1 1760 540 N2#2 3528 1080 N49B#1 1784 540
N49B#2 3556 1080 N23#1 1764 540 N23#2 3552 1080
N22#1 1760 540 N22#2 1756 540 N26#1 1760 540
N26#2 1740 540 N29#1 1772 540 N29#2 3520 1080
N30#1 1772 540 N30#2 3552 1080 N36#1 1768 540
N36#2 3540 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 41.8000 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 5.637148E+03 41.800
Total Infiltration 5.575376E+01 0.413
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 5.586584E+03 41.425
Total Water remaining in Surface Storage 3.226121E+00 0.024
Infiltration over the Pervious Area... 5.575376E+01 0.801
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 5.645564E+03 41.862
Total Precipitation + Initial Storage. 5.637148E+03 41.800
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.1493
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 5.586584E+03 41.425
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 5.570023E+03 41.302
Initial Storage + Inflow.................... 5.586584E+03 41.425
Final Storage + Outflow + Diverted GW....... 5.570023E+03 41.302
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.2973
##################################################
# 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........... N37#1 N37#2 N31#1 N31#2 N28#1 N28#2
Area (hectares)........ 0.09000 0.13000 0.13200 0.19700 0.15200 0.22700
Percent Impervious..... 100.00000 30.00000 100.00000 30.00000 100.00000 25.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.04452 0.00000 41.04668 0.00000 41.04386
Total Losses (mm)...... 0.00000 0.74288 0.00000 0.74157 0.00000 0.74327
Remaining Depth (mm)... 0.00000 0.01260 0.00000 0.01176 0.00000 0.01287
Peak Runoff Rate (cms). 0.00000 0.04677 0.00000 0.07114 0.00000 0.08740
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.86830 41.92740 41.86827 41.93018 41.86867 41.94180
Peak Runoff Rate (cms). 0.04809 0.02118 0.07053 0.03210 0.08124 0.03083
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.86830 41.92740 41.86827 41.93018 41.86867 41.94180
Peak Runoff Rate (cms). 0.04809 0.02118 0.07053 0.03210 0.08124 0.03083
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.86830 41.30938 41.86827 41.31173 41.86867 41.26835
Peak Runoff Rate (cms). 0.04809 0.06795 0.07053 0.10324 0.08124 0.11823
Unit Runoff (mm/hr).... 193.97141 189.73938 193.96632 190.23077 194.02723 189.06743
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........... N27#1 N27#2 N35#1 N35#2 N21#1 N21#2
Area (hectares)........ 0.20900 0.46501 0.05000 0.02100 0.00100 0.33001
Percent Impervious..... 100.00000 35.00000 100.00000 0.00000 100.00000 55.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.00716 0.00000 41.11763 0.00000 41.05419
Total Losses (mm)...... 0.00000 0.75918 0.00000 0.68107 0.00000 0.73664
Remaining Depth (mm)... 0.00000 0.03366 0.00000 0.00130 0.00000 0.00917
Peak Runoff Rate (cms). 0.00000 0.14180 0.00000 0.01128 0.00000 0.07747
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.85129 41.88053 41.91627 0.00000 41.84543 41.88314
Peak Runoff Rate (cms). 0.10955 0.08763 0.02713 0.00000 0.00052 0.09784
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.85129 41.88053 41.91627 0.00000 41.84543 41.88314
Peak Runoff Rate (cms). 0.10955 0.08763 0.02713 0.00077 0.00052 0.09784
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.85129 41.31284 41.91627 41.11763 41.84543 41.51011
Peak Runoff Rate (cms). 0.10955 0.22943 0.02713 0.01128 0.00052 0.17531
Unit Runoff (mm/hr).... 190.27708 179.10637 196.99729 195.02013 188.47295 192.84459
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........... N20#1 N20#2 N19#1 N19#2 N18#1 N18#2
Area (hectares)........ 0.72902 0.31301 0.12400 0.70702 0.09000 0.43001
Percent Impervious..... 100.00000 0.00000 100.00000 35.00000 100.00000 10.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 40.88015 0.00000 40.98439 0.00000 40.98549
Total Losses (mm)...... 0.00000 0.77753 0.00000 0.76499 0.00000 0.76475
Remaining Depth (mm)... 0.00000 0.14232 0.00000 0.05062 0.00000 0.04976
Peak Runoff Rate (cms). 0.00000 0.10463 0.00000 0.20165 0.00000 0.17037
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.79572 0.00000 41.88097 41.86810 41.83976 41.95338
Peak Runoff Rate (cms). 0.33381 0.00000 0.06678 0.13220 0.04623 0.02336
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.79572 0.00000 41.88097 41.86810 41.83976 41.95338
Peak Runoff Rate (cms). 0.33381 0.00945 0.06678 0.13220 0.04623 0.02336
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.79572 40.88015 41.88097 41.29369 41.83976 41.08228
Peak Runoff Rate (cms). 0.33381 0.10463 0.06678 0.33385 0.04623 0.19373
Unit Runoff (mm/hr).... 166.22185 121.34775 195.49060 171.41368 186.47254 163.54636
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........... N17#1 N17#2 N54#1 N54#2 N53#1 N53#2
Area (hectares)........ 0.02700 0.11000 0.00100 0.21200 0.00100 0.23301
Percent Impervious..... 100.00000 10.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.02220 0.00000 41.02824 0.00000 41.03859
Total Losses (mm)...... 0.00000 0.75391 0.00000 0.75135 0.00000 0.74625
Remaining Depth (mm)... 0.00000 0.02389 0.00000 0.02040 0.00000 0.01516
Peak Runoff Rate (cms). 0.00000 0.04842 0.00000 0.10527 0.00000 0.11841
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.88524 41.98228 41.93219 0.00000 41.66382 0.00000
Peak Runoff Rate (cms). 0.01457 0.00598 0.00054 0.00000 0.00033 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.88524 41.98228 41.93219 0.00000 41.66382 0.00000
Peak Runoff Rate (cms). 0.01457 0.00598 0.00054 0.00002 0.00033 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.88524 41.11821 41.93219 41.02824 41.66382 41.03859
Peak Runoff Rate (cms). 0.01457 0.05439 0.00054 0.10527 0.00033 0.11841
Unit Runoff (mm/hr).... 195.83624 179.49744 197.15798 180.25028 118.79660 184.48119
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........... N52#1 N52#2 N44#1 N44#2 N43#1 N43#2
Area (hectares)........ 0.02800 0.05600 0.12200 0.15600 0.00100 0.20800
Percent Impervious..... 100.00000 25.00000 100.00000 11.00000 100.00000 0.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.05293 0.00000 41.04007 0.00000 41.03979
Total Losses (mm)...... 0.00000 0.73750 0.00000 0.74544 0.00000 0.74560
Remaining Depth (mm)... 0.00000 0.00957 0.00000 0.01449 0.00000 0.01461
Peak Runoff Rate (cms). 0.00000 0.02187 0.00000 0.07077 0.00000 0.10596
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.91263 41.95420 41.88419 41.99253 41.84543 0.00000
Peak Runoff Rate (cms). 0.01519 0.00761 0.06579 0.00932 0.00052 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.91263 41.95420 41.88419 41.99253 41.84543 0.00000
Peak Runoff Rate (cms). 0.01519 0.00761 0.06579 0.00932 0.00052 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.91263 41.27825 41.88419 41.14484 41.84543 41.03979
Peak Runoff Rate (cms). 0.01519 0.02948 0.06579 0.08009 0.00052 0.10596
Unit Runoff (mm/hr).... 196.93640 191.10600 195.75767 186.37127 188.47295 184.92486
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........... N42#1 N42#2 N40#1 N40#2 N39#1 N39#2
Area (hectares)........ 0.10000 0.09000 0.04500 0.02900 0.05800 0.08600
Percent Impervious..... 100.00000 10.00000 100.00000 15.00000 100.00000 26.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.06433 0.00000 41.05129 0.00000 41.04601
Total Losses (mm)...... 0.00000 0.72916 0.00000 0.73860 0.00000 0.74197
Remaining Depth (mm)... 0.00000 0.00650 0.00000 0.01011 0.00000 0.01201
Peak Runoff Rate (cms). 0.00000 0.04274 0.00000 0.01281 0.00000 0.03279
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.89383 42.00100 41.89092 41.98811 41.88464 41.94141
Peak Runoff Rate (cms). 0.05409 0.00489 0.02432 0.00236 0.03128 0.01215
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.89383 42.00100 41.89092 41.98811 41.88464 41.94141
Peak Runoff Rate (cms). 0.05409 0.00489 0.02432 0.00236 0.03128 0.01215
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.89383 41.15800 41.89092 41.19181 41.88464 41.27882
Peak Runoff Rate (cms). 0.05409 0.04763 0.02432 0.01517 0.03128 0.04494
Unit Runoff (mm/hr).... 196.35066 192.09860 196.19964 189.91807 195.79214 189.69571
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........... N38#1 N38#2 N51B#1 N51B#2 N50B#1 N50B#2
Area (hectares)........ 0.09800 0.15500 0.05100 0.10100 0.10400 0.08400
Percent Impervious..... 100.00000 26.00000 100.00000 25.00000 100.00000 20.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.01339 0.00000 41.05732 0.00000 41.06622
Total Losses (mm)...... 0.00000 0.75717 0.00000 0.73443 0.00000 0.72768
Remaining Depth (mm)... 0.00000 0.02944 0.00000 0.00825 0.00000 0.00610
Peak Runoff Rate (cms). 0.00000 0.05477 0.00000 0.03968 0.00000 0.03551
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.79641 41.90625 41.91767 41.96037 41.88494 41.98768
Peak Runoff Rate (cms). 0.04496 0.02185 0.02768 0.01372 0.05610 0.00913
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.79641 41.90625 41.91767 41.96037 41.88494 41.98768
Peak Runoff Rate (cms). 0.04496 0.02185 0.02768 0.01372 0.05610 0.00913
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.79641 41.24553 41.91767 41.28308 41.88494 41.25051
Peak Runoff Rate (cms). 0.04496 0.07662 0.02768 0.05340 0.05610 0.04464
Unit Runoff (mm/hr).... 166.55283 179.44026 197.01774 191.90767 195.81396 192.92315
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........... N47#1 N47#2 N45#1 N45#2 N10#1 N10#2
Area (hectares)........ 0.03600 0.33001 0.03300 0.30401 0.23001 0.11000
Percent Impervious..... 100.00000 18.00000 100.00000 18.00000 100.00000 0.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 40.99543 0.00000 41.00367 0.00000 41.02256
Total Losses (mm)...... 0.00000 0.76244 0.00000 0.76022 0.00000 0.75377
Remaining Depth (mm)... 0.00000 0.04213 0.00000 0.03611 0.00000 0.02367
Peak Runoff Rate (cms). 0.00000 0.12268 0.00000 0.11578 0.00000 0.05385
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.94917 41.91893 41.95597 41.92499 41.86387 0.00000
Peak Runoff Rate (cms). 0.01956 0.03224 0.01793 0.02971 0.12242 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.94917 41.91893 41.95597 41.92499 41.86387 0.00000
Peak Runoff Rate (cms). 0.01956 0.03224 0.01793 0.02971 0.12242 0.00347
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.94917 41.16166 41.95597 41.16951 41.86387 41.02256
Peak Runoff Rate (cms). 0.01956 0.15492 0.01793 0.14549 0.12242 0.05385
Unit Runoff (mm/hr).... 197.22424 170.41258 197.23629 173.72675 193.21698 177.69383
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........... N8#1 N8#2 N7#1 N7#2 N6#1 N6#2
Area (hectares)........ 0.22000 0.10000 0.21000 0.09800 0.68701 0.29501
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.01280 0.00000 41.01387 0.00000 40.96099
Total Losses (mm)...... 0.00000 0.75737 0.00000 0.75701 0.00000 0.76922
Remaining Depth (mm)... 0.00000 0.02983 0.00000 0.02912 0.00000 0.06979
Peak Runoff Rate (cms). 0.00000 0.04767 0.00000 0.04686 0.00000 0.12094
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.85826 0.00000 41.85663 0.00000 41.82716 0.00000
Peak Runoff Rate (cms). 0.11640 0.00000 0.11089 0.00000 0.34306 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.85826 0.00000 41.85663 0.00000 41.82716 0.00000
Peak Runoff Rate (cms). 0.11640 0.00330 0.11089 0.00314 0.34306 0.00971
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.85826 41.01280 41.85663 41.01387 41.82716 40.96099
Peak Runoff Rate (cms). 0.11640 0.04767 0.11089 0.04686 0.34306 0.12094
Unit Runoff (mm/hr).... 192.06090 173.05864 191.67727 173.57501 181.26786 148.81816
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N5#1 N5#2 N4#1 N4#2 N11#1 N11#2
Area (hectares)........ 0.22500 0.10300 0.45401 0.19400 0.00100 0.80202
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 8.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.01944 0.00000 41.01241 0.00000 40.98987
Total Losses (mm)...... 0.00000 0.75499 0.00000 0.75750 0.00000 0.76378
Remaining Depth (mm)... 0.00000 0.02557 0.00000 0.03009 0.00000 0.04636
Peak Runoff Rate (cms). 0.00000 0.05001 0.00000 0.09239 0.00000 0.32904
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.86122 0.00000 41.85618 0.00000 41.76110 41.97134
Peak Runoff Rate (cms). 0.11944 0.00000 0.23959 0.00000 0.00041 0.03486
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.86122 0.00000 41.85618 0.00000 41.76110 41.97134
Peak Runoff Rate (cms). 0.11944 0.00338 0.23959 0.00678 0.00041 0.03486
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.86122 41.01944 41.85618 41.01241 41.76110 41.06838
Peak Runoff Rate (cms). 0.11944 0.05001 0.23959 0.09239 0.00041 0.36391
Unit Runoff (mm/hr).... 192.70025 176.23782 191.56944 172.86696 150.46756 164.71242
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........... N2#1 N2#2 N49B#1 N49B#2 N23#1 N23#2
Area (hectares)........ 0.00100 0.33001 0.05300 0.10500 0.00100 0.59101
Percent Impervious..... 100.00000 10.00000 100.00000 25.00000 100.00000 55.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 40.99527 0.00000 41.06191 0.00000 41.07813
Total Losses (mm)...... 0.00000 0.76248 0.00000 0.73103 0.00000 0.71776
Remaining Depth (mm)... 0.00000 0.04225 0.00000 0.00706 0.00000 0.00411
Peak Runoff Rate (cms). 0.00000 0.13458 0.00000 0.04145 0.00000 0.14165
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.84543 41.96025 41.92376 41.96680 41.85702 41.91055
Peak Runoff Rate (cms). 0.00052 0.01793 0.02878 0.01426 0.00053 0.17631
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.84543 41.96025 41.92376 41.96680 41.85702 41.91055
Peak Runoff Rate (cms). 0.00052 0.01793 0.02878 0.01426 0.00053 0.17631
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.84543 41.09177 41.92376 41.28814 41.85702 41.53596
Peak Runoff Rate (cms). 0.00052 0.15251 0.02878 0.05572 0.00053 0.31796
Unit Runoff (mm/hr).... 188.47295 167.76564 197.09055 192.62613 191.77177 195.29653
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 See the original
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Full text of sections 2 to 4 (of 6)
Section 2
0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N22#1 N22#2 N26#1 N26#2 N29#1 N29#2
Area (hectares)........ 0.00100 0.21300 0.02300 0.03500 0.13200 0.50001
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 42.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.04208 0.00000 40.99355 0.00000 41.02071
Total Losses (mm)...... 0.00000 0.74431 0.00000 0.76290 0.00000 0.75450
Remaining Depth (mm)... 0.00000 0.01361 0.00000 0.04355 0.00000 0.02479
Peak Runoff Rate (cms). 0.00000 0.10899 0.00000 0.01578 0.00000 0.14127
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.85204 0.00000 41.84562 0.00000 41.87809 41.87641
Peak Runoff Rate (cms). 0.00052 0.00000 0.01195 0.00000 0.07099 0.11283
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.85204 0.00000 41.84562 0.00000 41.87809 41.87641
Peak Runoff Rate (cms). 0.00052 0.00001 0.01195 0.00034 0.07099 0.11283
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.85204 41.04208 41.84562 40.99355 41.87809 41.38011
Peak Runoff Rate (cms). 0.00052 0.10899 0.01195 0.01578 0.07099 0.25410
Unit Runoff (mm/hr).... 190.48854 185.74499 188.53629 163.65862 195.21614 184.47958
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........... N30#1 N30#2 N36#1 N36#2
Area (hectares)........ 0.09200 0.14900 0.10500 0.17000
Percent Impervious..... 100.00000 27.00000 100.00000 27.00000
Total Rainfall (mm).... 41.80000 41.80000 41.80000 41.80000
Max Intensity (mm/hr).. 195.62400 195.62400 195.62400 195.62400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.05638 0.00000 41.04224
Total Losses (mm)...... 0.00000 0.73510 0.00000 0.74422
Remaining Depth (mm)... 0.00000 0.00852 0.00000 0.01355
Peak Runoff Rate (cms). 0.00000 0.05691 0.00000 0.06352
Total Impervious Area
---------------------
Total Runoff Depth (mm) 41.88456 41.95259 41.86952 41.93332
Peak Runoff Rate (cms). 0.04962 0.02186 0.05616 0.02493
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 41.88456 41.95259 41.86952 41.93332
Peak Runoff Rate (cms). 0.04962 0.02186 0.05616 0.02493
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 41.88456 41.29836 41.86952 41.28283
Peak Runoff Rate (cms). 0.04962 0.07876 0.05616 0.08845
Unit Runoff (mm/hr).... 195.78568 191.89072 194.15549 188.86845
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| ################## |
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| ################# # |
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120.000 = # # =
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| # # |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
################## # |
80.000 # # =
# # |
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# ################## |
40.000 # # =
# ################# |
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0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE
MITIGATED 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
------- -----------------
5145 Positive Flap Gate
50b50 Positive Flap Gate
49b40 Positive Flap Gate
3635o Positive Flap Gate
3533o 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 : 60.0 meters. Maximum Elevation : 5.20 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 5145
=====================================================
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 : 10.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.42 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 1.6 Max Topwidth : 17.44 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.76E+01 m
" " : 0.045 Beyond Station 18.4 Max left bank area : 0.03 m^2
Max right bank area : 0.03 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.36 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 : 6.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.37 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 7.0 Max Topwidth : 17.49 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 1.78E+01 m
" " : 0.035 Beyond Station 10.5 Max left bank area : 1.97 m^2
Max right bank area : 2.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.40 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 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 5145 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 10.0000 Natural 3.4240 0.0450 17.4400 0.2000
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 130.0000 Circular 0.4418 0.0130 0.7500 0.7500
43 51b48 21.0000 Circular 0.0398 0.0140 0.2250 0.2250
44 5352o 33.0000 Natural 0.5580 0.0350 1.9200 0.3000
45 5352u 35.0000 Circular 0.0177 0.0140 0.1500 0.1500
46 5238o 35.0000 Natural 0.7520 0.0350 1.9600 0.4000
47 5238u 41.0000 Circular 0.0398 0.0130 0.2250 0.2250
48 3851o 55.0000 Natural 0.7520 0.0350 1.9600 0.4000
49 3851u 55.0000 Circular 0.0398 0.0130 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 5.3682 0.0180 17.4928 0.4000
67 3635u 10.0000 Circular 0.1590 0.0140 0.4500 0.4500
68 3533o 10.0000 Rectangle 0.8000 0.0150 1.0000 0.8000
69 3533u 10.0000 Rectangle 0.0200 0.0050 0.2000 0.1000
70 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
71 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
72 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
73 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
74 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
75 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
76 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
77 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
78 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
79 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
80 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
81 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
82 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
83 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
84 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
85 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
86 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
87 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
88 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
89 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
90 14b14ao 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
91 14b14au 10.0000 Circular 0.0707 0.0140 0.3000 0.3000
Total length of all conduits .... 3456.0000 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 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
51b48 1.0000 2.0000 0.0000 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
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 0.5000 1.0000 0.0000 0.6500 1.0000 0.0000 Kinematic Wave
3635u 1.0000 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3533o 1.0000 -1.0000 0.0000 0.2000 0.6500 2.0000 0.0500 Kinematic 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 0.12
5145 0.14
4440 0.18
4342 0.34
4241 0.34
3736 0.17
3534 0.69
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 0.10
51b48 0.35
5352o 0.26
5352u 0.17
5238o 0.28
5238u 0.18
3851o 0.18
3851u 0.14
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 0.87
3635u 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3533o 1.40 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3533u 0.50
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............ 1.0889E+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 6.0000 4.4700 0.0000 0.0000 100.0000
20 N35 10.0000 5.8500 4.0000 0.0000 0.0000 100.0000
21 N34 10.0000 5.0000 4.1000 0.0000 0.0000 100.0000
22 N33 10.0000 5.4800 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
Section 3
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 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 -176451.6200 14564.8300 No Ponding Normal 0 0.0000
6 N48 -176609.6300 20431.4050 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 27214.0600 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 8784.7780 No Ponding Normal 0 0.0000
20 N35 -174942.3100 8070.1485 No Ponding Normal 0 0.0000
21 N34 -180869.8450 8910.3920 No Ponding Normal 0 0.0000
22 N33 -180375.0100 6412.3160 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 -189477.5500 -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 -191538.8150 13438.5550 No Ponding Normal 0 0.0000
41 N14A -195577.9400 14207.6650 No Ponding Normal 0 0.0000
42 N13 -199605.7150 14216.7650 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 -202201.4050 -3104.5867 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 -211249.3400 21173.6250 No Ponding Normal 0 0.0000
54 N1 -212060.1150 25771.5150 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 -180154.3150 14664.6700 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 5145 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 5.0000 4.8000 No Design
10 3422 N34 N22 4.6000 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 N14A 2.6000 1.6000 No Design
43 51b48 N51B N48 3.8000 3.6000 No Design
44 5352o N53 N52 8.4000 7.1000 No Design
45 5352u N53 N52 7.4000 6.1000 No Design
46 5238o N52 N38 7.1000 6.0000 No Design
47 5238u N52 N38 6.1000 5.0000 No Design
48 3851o N38 N51B 6.3000 5.0000 No Design
49 3851u N38 N51B 5.0000 3.8000 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 5.6000 5.4500 No Design
67 3635u N36 N35 4.4700 4.0000 No Design
68 3533o N35 N33 4.8600 4.6800 No Design
69 3533u N35 N33 4.0000 3.9000 No Design
70 2217o N22 N17 3.4000 2.9500 No Design
71 2217u N22 N17 1.8600 1.7500 No Design
72 2019o N20 N19 7.0000 6.0000 No Design
73 2019u N20 N19 6.0000 4.5000 No Design
74 1918o N19 N18 6.0000 3.0000 No Design
75 1918u N19 N18 4.5000 1.9000 No Design
76 1817o N18 N17 3.0000 2.9500 No Design
77 1817u N18 N17 1.9000 1.7500 No Design
78 1009o N10 N9 4.6000 3.5000 No Design
79 1009u N10 N9 3.6000 2.5000 No Design
80 0706o N7 N6 5.0000 4.5000 No Design
81 0706u N7 N6 4.0000 3.5000 No Design
82 0604o N6 N4 4.5000 2.8000 No Design
83 0604u N6 N4 3.5000 1.7000 No Design
84 0504o N5 N4 4.3000 2.8000 No Design
85 0504u N5 N4 3.3000 1.7000 No Design
86 0403o N4 N3 2.8000 2.0000 No Design
87 0403u N4 N3 1.7000 1.1000 No Design
88 0302o N3 N2 1.8200 1.8100 No Design
89 0302u N3 N2 1.1000 1.0500 No Design
90 14b14ao N14B N14A 2.9900 2.5000 No Design
91 14b14au N14B N14A 1.8000 1.6000 No Design
*==========================================*
| Storage Junction Data |
*==========================================*
MAXIMUM OR PEAK OR CROWN DEPTH
STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION STARTS
NUMBER OR NAME TYPE AREA (M2) (CUBIC MET.) (M) FROM
-------------- -------- ---------------- --------------- --------- -----------
N35 Stage/Area 599.0000 675.9485 10.0000 Node Invert
*==================================*
| Variable storage data for node |N35
*==================================*
Data Elevation Depth Area Volume
Point meters meters m^2 m^3
===== ========= ====== =========== ============
1 4.0000 0.0000 326.0000 0.0000
2 4.0125 0.0125 329.2500 4.0953
3 4.0250 0.0250 332.5000 8.2312
4 4.0375 0.0375 335.7500 12.4078
5 4.0500 0.0500 339.0000 16.6249
6 4.0625 0.0625 342.2500 20.8827
7 4.0750 0.0750 345.5000 25.1812
8 4.0875 0.0875 348.7500 29.5202
9 4.1000 0.1000 352.0000 33.8999
10 4.1125 0.1125 355.3750 38.3209
11 4.1250 0.1250 358.7500 42.7842
12 4.1375 0.1375 362.1250 47.2897
13 4.1500 0.1500 365.5000 51.8373
14 4.1625 0.1625 368.8750 56.4271
15 4.1750 0.1750 372.2500 61.0591
16 4.1875 0.1875 375.6250 65.7333
17 4.2000 0.2000 379.0000 70.4497
18 4.2125 0.2125 382.5000 75.2091
19 4.2250 0.2250 386.0000 80.0122
20 4.2375 0.2375 389.5000 84.8591
21 4.2500 0.2500 393.0000 89.7497
22 4.2625 0.2625 396.5000 94.6840
23 4.2750 0.2750 400.0000 99.6621
24 4.2875 0.2875 403.5000 104.6840
25 4.3000 0.3000 407.0000 109.7496
26 4.3125 0.3125 410.6250 114.8597
27 4.3250 0.3250 414.2500 120.0152
28 4.3375 0.3375 417.8750 125.2160
29 4.3500 0.3500 421.5000 130.4620
30 4.3625 0.3625 425.1250 135.7534
31 4.3750 0.3750 428.7500 141.0901
32 4.3875 0.3875 432.3750 146.4722
33 4.4000 0.4000 436.0000 151.8995
34 4.4125 0.4125 439.7500 157.3729
35 4.4250 0.4250 443.5000 162.8932
36 4.4375 0.4375 447.2500 168.4604
37 4.4500 0.4500 451.0000 174.0744
38 4.4625 0.4625 454.7500 179.7353
39 4.4750 0.4750 458.5000 185.4431
40 4.4875 0.4875 462.2500 191.1978
41 4.5000 0.5000 466.0000 196.9994
42 4.5125 0.5125 467.7500 202.8353
43 4.5250 0.5250 469.5000 208.6931
44 4.5375 0.5375 471.2500 214.5728
45 4.5500 0.5500 473.0000 220.4743
46 4.5625 0.5625 474.7500 226.3978
47 4.5750 0.5750 476.5000 232.3431
48 4.5875 0.5875 478.2500 238.3103
49 4.6000 0.6000 480.0000 244.2993
50 4.6125 0.6125 481.8750 250.3110
51 4.6250 0.6250 483.7500 256.3462
52 4.6375 0.6375 485.6250 262.4048
53 4.6500 0.6500 487.5000 268.4868
54 4.6625 0.6625 489.3750 274.5923
55 4.6750 0.6750 491.2500 280.7212
56 4.6875 0.6875 493.1250 286.8735
57 4.7000 0.7000 495.0000 293.0493
58 4.7125 0.7125 496.8750 299.2485
59 4.7250 0.7250 498.7500 305.4712
60 4.7375 0.7375 500.6250 311.7173
61 4.7500 0.7500 502.5000 317.9868
62 4.7625 0.7625 504.3750 324.2797
63 4.7750 0.7750 506.2500 330.5961
64 4.7875 0.7875 508.1250 336.9360
65 4.8000 0.8000 510.0000 343.2993
66 4.8125 0.8125 511.8750 349.6860
67 4.8250 0.8250 513.7500 356.0961
68 4.8375 0.8375 515.6250 362.5297
69 4.8500 0.8500 517.5000 368.9867
70 4.8625 0.8625 519.3750 375.4672
71 4.8750 0.8750 521.2500 381.9711
72 4.8875 0.8875 523.1250 388.4985
73 4.9000 0.9000 525.0000 395.0492
74 4.9125 0.9125 526.8750 401.6235
75 4.9250 0.9250 528.7500 408.2211
76 4.9375 0.9375 530.6250 414.8422
77 4.9500 0.9500 532.5000 421.4867
78 4.9625 0.9625 534.3750 428.1547
79 4.9750 0.9750 536.2500 434.8461
80 4.9875 0.9875 538.1250 441.5609
81 5.0000 1.0000 540.0000 448.2992
82 5.0125 1.0125 541.7500 455.0601
83 5.0250 1.0250 543.5000 461.8430
84 5.0375 1.0375 545.2500 468.6476
85 5.0500 1.0500 547.0000 475.4742
86 5.0625 1.0625 548.7500 482.3226
87 5.0750 1.0750 550.5000 489.1929
88 5.0875 1.0875 552.2500 496.0851
89 5.1000 1.1000 554.0000 502.9992
90 5.1375 1.1375 559.6250 523.8796
91 5.1750 1.1750 565.2500 544.9709
92 5.2125 1.2125 570.8750 566.2731
93 5.2500 1.2500 576.5000 587.7863
94 5.2875 1.2875 582.1250 609.5105
95 5.3250 1.3250 587.7500 631.4455
96 5.3625 1.3625 593.3750 653.5916
97 5.4000 1.4000 599.0000 675.9485
98 10.0000 6.0000 599.0000 675.9485
*================================================*
| 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
MITIGATED CASE
Title from immediately preceding computational layer
EAGLE DRIVE
MITIGATED 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).............. 33.32
#################################################
# Element numbers of interface inlet locations: #
#################################################
N37 N31 N28 N27 N35 N21 N20
N19 N18 N17 N54 N53 N52 N44
N43 N42 N40 N39 N38 N51B N50B
N47 N45 N10 N8 N7 N6 N5
N4 N11 N2 N49B N23 N22 N26
N29 N30 N36
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 2.4313 0.0167
5145 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 3.6191 0.0200
3422 4.5448 0.0100
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 0.9764 0.0077
51b48 0.0407 0.0095
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
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 16.4091 0.0150
3635u 0.5739 0.0470
3533o 2.6252 0.0180
3533u 0.0414 0.0100
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
5145/ 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
51b48/ 0.00 5352o/ 0.00 5352u/ 0.00
5238o/ 0.00 5238u/ 0.00 3851o/ 0.00
3851u/ 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 3533o/ 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
5145/ 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
51b48/ 0.00 5352o/ 0.00 5352u/ 0.00
5238o/ 0.00 5238u/ 0.00 3851o/ 0.00
3851u/ 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 3533o/ 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
5145/ 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/ 0.01
51b48/ 0.00 5352o/ 0.00 5352u/ 0.00
5238o/ 0.00 5238u/ 0.00 3851o/ 0.00
3851u/ 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 3533o/ 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
5145/ 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/ 0.02
51b48/ 0.00 5352o/ 0.00 5352u/ 0.00
5238o/ 0.00 5238u/ 0.00 3851o/ 0.00
3851u/ 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 3533o/ 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
5145/ 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/ 2.60/ 1.65
51b48/ 3.60/ 3.60 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 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 3533o/ 2.60/ 2.60 3533u/ 2.60/ 2.60
2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75 2019o/ 4.50/ 4.50
2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90 1918u/ 1.90/ 1.90
1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75 1009o/ 2.50/ 2.50
1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50 0706u/ 3.50/ 3.50
0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70 0504o/ 1.70/ 1.70
0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10 0403u/ 1.10/ 1.10
0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05 14b14ao/ 1.65/ 1.65
14b14au/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 45.0000
N53 1.5013 3.7533 115.0000
N52 2.1656 5.4139 140.0000
N38 1.6578 4.1445 20.0000
N51B 1.5455 3.8638 65.0000
N48 2.1213 5.3033 80.0000
N50B 1.5798 3.9495 85.0000
N49B 1.8768 4.6921 20.0000
N47 1.1460 2.8649 15.0000
N46 0.4389 1.0974 10.0000
N45 1.3615 3.4038 30.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 3.6207 9.0517 80.0000
N44 28.2228 50.0000 0.0000
N40 2.3341 5.8354 20.0000
N39 2.1887 5.4718 10.0000
N37 35.8652 50.0000 0.0000
N36 1.9092 4.7730 5255.0000
N35 14.2190 35.5476 0.0000
N34 0.7886 1.9714 10.0000
N33 7.4875 18.7188 0.0000
N31 23.2479 50.0000 0.0000
N30 0.5534 1.3835 140.0000
N29 36.0397 50.0000 0.0000
N28 20.6170 50.0000 0.0000
N27 1.9137 4.7842 50.0000
N26 50.0000 50.0000 0.0000
N25 2.9153 7.2882 0.0000
N24 1.5727 3.9317 210.0000
N23 8.6170 21.5426 0.0000
N22 2.1236 5.3091 5.0000
N21 1.3007 3.2518 85.0000
N20 0.6576 1.6440 70.0000
N19 1.8712 4.6780 90.0000
N18 2.5263 6.3157 30.0000
N17 6.6871 16.7178 0.0000
N16 2.3551 5.8879 5.0000
N15 9.1596 22.8990 0.0000
N14B 0.3398 0.8495 190.0000
N14A 12.3448 30.8620 0.0000
N13 13.7492 34.3731 0.0000
N12 20.1417 50.0000 0.0000
N11 21.4296 50.0000 0.0000
N10 2.3840 5.9600 75.0000
N9 1.3376 3.3441 55.0000
N8 0.4529 1.1323 15.0000
N7 1.3336 3.3340 70.0000
N6 0.7466 1.8664 20.0000
N5 0.9426 2.3564 90.0000
N4 4.2180 10.5450 0.0000
N3 29.6521 50.0000 0.0000
N2 26.4443 50.0000 0.0000
N1 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N51 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N36
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 34.0591 34.0591 50.0000 2.9167 0.0005 0.1900 Normal Soln
5047 50.0000 50.0000 50.0000 0.0000 0.0008 0.0273 Normal Soln
4946 50.0000 50.0000 50.0000 0.0000 0.0009 0.0607 Normal Soln
5145 50.0000 50.0000 50.0000 0.0000 0.0012 0.0548 Normal Soln
4440 27.3564 27.3564 40.8425 0.0000 -0.0021 0.0303 Normal Soln
4342 15.8372 15.8372 27.8852 0.0000 -0.0016 0.0230 Normal Soln
4241 12.2265 12.2265 18.9457 0.0000 -0.0021 0.0507 Normal Soln
3736 46.7059 46.7059 50.0000 0.0000 -0.0017 0.0153 Normal Soln
3534 10.8014 10.8014 29.0207 0.0000 0.0037 0.1121 Normal Soln
3422 42.2517 42.2517 50.0000 0.0000 0.0032 0.0550 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 -0.0023 0.0266 Normal Soln
3024 8.1213 8.1213 20.3083 0.0000 -0.0069 1.9418 Normal Soln
3036 12.9605 12.9605 40.0941 0.0000 -0.0104 0.1295 Normal Soln
2827 30.8946 30.8946 49.7934 0.0000 0.0019 0.0252 Normal Soln
2726 8.7081 8.7081 50.0000 0.0000 -0.0054 0.0339 Normal Soln
2629 35.6100 35.6100 50.0000 0.0000 0.0020 0.2404 Normal Soln
2930 25.9220 25.9220 46.5178 0.0000 -0.0042 0.1008 Normal Soln
2725 4.9724 4.9724 12.5293 0.0000 0.0032 2.4287 Normal Soln
2524 14.8273 14.8273 32.6506 0.0000 0.0033 2.0625 Normal Soln
2422 6.4458 6.4458 17.5658 0.0000 0.0111 1.6969 Normal Soln
L575 49.0304 49.0304 50.0000 0.0000 0.0025 0.1361 Normal Soln
2117 9.2293 9.2293 22.5540 0.0000 -0.0034 0.0503 Normal Soln
1714B 25.3217 25.3217 50.0000 0.0000 0.0262 0.1109 Normal Soln
1716 4.6562 4.6562 12.7203 0.0000 -0.0253 1.4403 Normal Soln
1615 3.9486 3.9486 9.8579 0.0000 0.0117 3.3019 Normal Soln
1614A 1.7814 1.7814 5.2433 0.0000 -0.0135 3.1368 Normal Soln
4514B 16.2045 16.2045 27.3840 0.0000 0.0037 0.0227 Normal Soln
4515 5.7468 5.7468 13.1877 0.0000 0.0060 2.0562 Normal Soln
1502 15.0948 15.0948 33.1150 0.0000 0.0130 4.4857 Normal Soln
14A13 4.2751 4.2751 22.3495 0.0000 -0.0089 0.1664 Normal Soln
1312 6.4260 6.4260 32.2070 0.0000 0.0090 0.1634 Normal Soln
1211 18.2471 18.2471 50.0000 0.0000 0.0077 0.1107 Normal Soln
1103 15.7241 15.7241 50.0000 0.0000 0.0059 0.0789 Normal Soln
0912 34.3732 34.3732 50.0000 0.0000 -0.0011 0.0092 Normal Soln
0908 11.4278 11.4278 41.6894 0.0000 -0.0034 2.2890 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0025 0.0423 Normal Soln
0804 10.7126 10.7126 32.5320 0.0000 0.0044 3.1012 Normal Soln
0201 3.0585 3.0585 7.3208 0.0000 -0.2692 0.1228 Normal Soln
50b50 9.0719 9.0719 14.1569 0.0000 -0.0023 0.0069 Normal Soln
49b40 8.3643 8.3643 12.6984 0.0000 0.0050 0.0111 Normal Soln
51b50 7.1614 7.1614 10.5793 0.0000 0.0031 0.0139 Normal Soln
L610 29.5528 29.5528 50.0000 0.0000 0.0060 0.9801 Normal Soln
51b48 4.1786 4.1786 12.4641 0.0000 0.0026 4.4972 Normal Soln
5352o 16.2619 16.2619 30.9638 0.0000 -0.0020 0.3112 Normal Soln
5352u 6.8819 6.8819 17.7835 0.0000 0.0014 3.5129 Normal Soln
5238o 17.7237 17.7237 35.9477 0.0000 -0.0023 0.2210 Normal Soln
5238u 8.1442 8.1442 23.4537 0.0000 0.0014 2.5337 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.1466 11.1466 36.2989 0.0000 -0.0108 2.2282 Normal Soln
5049u 12.9643 12.9643 26.1577 0.0000 0.0062 1.9338 Normal Soln
4948u 3.8743 3.8743 11.6357 0.0000 0.0029 2.8356 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 -0.0002 0.0097 Normal Soln
4845u 12.6958 12.6958 36.9448 0.0000 0.0038 1.9925 Normal Soln
4746o 50.0000 50.0000 50.0000 0.0000 0.0002 0.0002 Normal Soln
4746u 5.4638 5.4638 17.9795 0.0000 -0.0029 1.8573 Normal Soln
4645o 42.3754 42.3754 50.0000 0.0000 0.0007 0.0036 Normal Soln
4645u 7.1457 7.1457 24.5719 0.0000 -0.0072 2.5400 Normal Soln
4140o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4140u 6.5395 6.5395 17.4356 0.0000 0.0020 1.4097 Normal Soln
4038o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4038u 14.5379 14.5379 48.8616 0.0000 0.0036 2.0771 Normal Soln
3938o 41.8879 41.8879 50.0000 0.0000 0.0150 0.0218 Normal Soln
3938u 8.8408 8.8408 29.3482 0.0000 0.0007 2.5898 Normal Soln
3836o 30.4301 30.4301 50.0000 0.0000 0.0032 0.0644 Normal Soln
3836u 7.8959 7.8959 24.7022 0.0000 0.0159 2.6994 Normal Soln
3635o 5.5054 5.5054 10.6342 0.0000 0.0082 0.0951 Normal Soln
3635u 1.6706 1.6706 3.8427 13.8333 -0.0144 1.4746 Normal Soln
3533o 2.6993 2.6993 4.2275 0.0000 0.0112 0.3262 Normal Soln
3533u 1.5999 1.5999 3.2759 103.2500 0.0002 2.0206 Normal Soln
2217o 27.7141 27.7141 50.0000 0.0000 0.0021 0.0120 Normal Soln
2217u 5.8025 5.8025 16.6051 0.0000 0.0124 3.3360 Normal Soln
2019o 33.4452 33.4452 50.0000 0.0000 0.0090 0.0122 Normal Soln
2019u 5.2471 5.2471 11.6062 0.0000 -0.0049 1.4723 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 17.1462 17.1462 38.6722 0.0000 0.0059 1.9052 Normal Soln
1817o 14.8505 14.8505 38.3336 0.0000 0.0079 0.1376 Normal Soln
1817u 4.0074 4.0074 10.0938 0.0000 0.0090 3.4552 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 10.5738 10.5738 30.5449 0.0000 -0.0019 1.5999 Normal Soln
0706o 34.0638 34.0638 50.0000 0.0000 0.0029 0.0195 Normal Soln
0706u 6.8090 6.8090 24.5135 0.0000 0.0019 1.9500 Normal Soln
0604o 35.0039 35.0039 50.0000 0.0000 -0.0045 0.0658 Normal Soln
0604u 9.6376 9.6376 20.5375 0.0000 0.0037 2.2280 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0016 0.0081 Normal Soln
0504u 12.5316 12.5316 33.5592 0.0000 0.0026 1.9920 Normal Soln
0403o 32.0630 32.0630 50.0000 0.0000 0.0012 0.0054 Normal Soln
0403u 3.3063 3.3063 7.2441 0.0000 -0.0132 1.2263 Normal Soln
0302o 16.5086 16.5086 50.0000 0.0000 0.0010 0.0209 Normal Soln
0302u 2.8623 2.8623 12.8641 0.0000 0.0064 0.5103 Normal Soln
14b14ao 10.6683 10.6683 31.2802 0.0000 0.0066 0.0081 Normal Soln
14b14au 1.9501 1.9501 5.9847 0.0000 -0.0085 3.4064 Normal Soln
The conduit with the smallest time step limitation was..3533u
The conduit with the largest wobble was.................51b48
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/ 0.09 / 4.56/ N35/ 0.56 / 4.56/ N34/ 0.50 / 4.60/
N33/ 0.11 / 2.71/ 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/ 0.03 / 1.89/ N21/ 1.00 / 3.00/
N20/ 0.01 / 6.01/ N19/ 0.02 / 4.52/ N18/ 0.04 / 1.94/
N17/ 0.03 / 1.78/ N16/ 0.14 / 1.48/ N15/ 0.19 / 1.40/
N14B/ 0.06 / 1.86/ N14A/ 0.26 / 1.86/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.02 / 1.36/ 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/ 0.01 / 1.71/
N3/ 0.04 / 1.14/ N2/ 0.09 / 1.14/ N1/ 0.08 / 1.01/
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 /
5145/ 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/ 0.05 / 1614A/ -0.04 / 4514B/ 0.00*/
4515/ 0.00*/ 1502/ 0.05 / 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/ 0.05 / 50b50/ 0.00*/
49b40/ 0.00*/ 51b50/ 0.00*/ L610/ 0.04*/
51b48/ 0.00 / 5352o/ 0.00 / 5352u/ 0.00 /
5238o/ 0.00*/ 5238u/ 0.00*/ 3851o/ 0.00 /
3851u/ 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 / 3533o/ 0.00 / 3533u/ 0.04 /
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/ 0.05 /
Conduit/ Velocity
5453/ 0.07 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.12 / 4342/ 0.09 /
4241/ 0.13 / 3736/ 0.07 / 3534/ 0.00 /
3422/ 0.00 / 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/ 0.40 / L575/ 0.05 /
2117/ 0.02 / 1714B/ 0.00 / 1716/ 0.17 /
1615/ 0.70 / 1614A/ -0.50 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.79 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.02 /
0912/ 0.00 / 0908/ 0.16 / 0811/ 0.00 /
0804/ 0.20 / 0201/ 0.40 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.52 /
51b48/ 0.31 / 5352o/ 0.00 / 5352u/ 0.48 /
5238o/ 0.00 / 5238u/ 0.40 / 3851o/ 0.00 /
3851u/ 0.28 / 5049u/ 0.17 / 4948u/ 0.11 /
4845o/ 0.00 / 4845u/ 0.42 / 4746o/ 0.00 /
4746u/ 0.28 / 4645o/ 0.00 / 4645u/ 0.16 /
4140o/ 0.00 / 4140u/ 0.21 / 4038o/ 0.00 /
4038u/ 0.20 / 3938o/ 0.00 / 3938u/ 0.09 /
3836o/ 0.00 / 3836u/ 0.04 / 3635o/ 0.00 /
3635u/ 0.02 / 3533o/ 0.00 / 3533u/ 2.27 /
2217o/ 0.00 / 2217u/ 0.32 / 2019o/ 0.00 /
2019u/ 0.80 / 1918o/ 0.00 / 1918u/ 0.47 /
1817o/ 0.00 / 1817u/ 0.48 / 1009o/ 0.00 /
1009u/ 0.21 / 0706o/ 0.00 / 0706u/ 0.13 /
0604o/ 0.00 / 0604u/ 0.63 / 0504o/ 0.00 /
0504u/ 0.16 / 0403o/ 0.00 / 0403u/ 0.32 /
0302o/ 0.00 / 0302u/ 0.01 / 14b14ao/ 0.00 /
14b14au/ 0.00 /
Conduit/ Width
5453/ 0.28 / 5047/ 0.01 / 4946/ 0.01 /
5145/ 0.01 / 4440/ 0.07 / 4342/ 0.12 /
4241/ 0.11 / 3736/ 0.10 / 3534/ 0.12 /
3422/ 0.01 / 3130/ 0.33 / 3024/ 0.18 /
3036/ 3.08 / 2827/ 0.13 / 2726/ 8.94 /
2629/ 1.23 / 2930/ 0.74 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.25 / L575/ 0.39 /
2117/ 0.17 / 1714B/ 1.68 / 1716/ 0.53 /
1615/ 0.61 / 1614A/ 0.63 / 4514B/ 0.18 /
4515/ 0.20 / 1502/ 0.61 / 14A13/ 0.80 /
1312/ 0.02 / 1211/ 0.12 / 1103/ 0.82 /
0912/ 0.05 / 0908/ 0.15 / 0811/ 0.12 /
0804/ 0.18 / 0201/ 2.42 / 50b50/ 0.00 /
49b40/ 1.07 / 51b50/ 0.87 / L610/ 0.61 /
51b48/ 0.11 / 5352o/ 0.09 / 5352u/ 0.07 /
5238o/ 0.04 / 5238u/ 0.09 / 3851o/ 0.01 /
3851u/ 0.11 / 5049u/ 0.09 / 4948u/ 0.09 /
4845o/ 0.75 / 4845u/ 0.12 / 4746o/ 0.01 /
4746u/ 0.12 / 4645o/ 0.04 / 4645u/ 0.12 /
4140o/ 0.00 / 4140u/ 0.15 / 4038o/ 0.02 /
4038u/ 0.18 / 3938o/ 0.10 / 3938u/ 0.07 /
3836o/ 0.00 / 3836u/ 0.26 / 3635o/ 0.01 /
3635u/ 0.20 / 3533o/ 1.00 / 3533u/ 0.09 /
2217o/ 0.05 / 2217u/ 0.30 / 2019o/ 0.21 /
2019u/ 0.18 / 1918o/ 0.20 / 1918u/ 0.26 /
1817o/ 0.26 / 1817u/ 0.27 / 1009o/ 0.02 /
1009u/ 0.15 / 0706o/ 0.12 / 0706u/ 0.13 /
0604o/ 0.19 / 0604u/ 0.15 / 0504o/ 0.22 /
0504u/ 0.12 / 0403o/ 0.23 / 0403u/ 0.31 /
0302o/ 0.01 / 0302u/ 1.50 / 14b14ao/ 0.02 /
14b14au/ 0.23 /
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/ 0.56 / N34/ 0.50 /
N33/ 1.65 / 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/ 1.54 / N21/ 1.00 /
N20/ 0.01 / N19/ 0.05 / N18/ 0.05 /
N17/ 1.20 Section 4
/ N16/ 0.14 / N15/ 0.21 /
N14B/ 0.06 / N14A/ 0.27 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.02 / N10/ 0.00 /
N9/ 0.01 / N8/ 0.01 / N7/ 0.01 /
N6/ 0.02 / N5/ 0.01 / N4/ 0.03 /
N3/ 0.04 / N2/ 0.12 / N1/ 0.09 /
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/ 5.44 / N35/ 5.44 / N34/ 5.40 /
N33/ 7.29 / 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/ 8.11 / N21/ 7.00 /
N20/ 3.99 / N19/ 5.48 / N18/ 8.06 /
N17/ 8.22 / N16/ 8.52 / N15/ 8.60 /
N14B/ 8.14 / N14A/ 8.14 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.64 / N10/ 6.40 /
N9/ 7.49 / N8/ 7.99 / N7/ 5.99 /
N6/ 6.48 / N5/ 6.69 / N4/ 8.29 /
N3/ 8.86 / N2/ 8.86 / N1/ 8.99 /
N50/ 4.30 / N49/ 5.00 / N51/ 5.20 /
Junction/ Max Volume
N54/ 0.15 / N53/ 1.09 / N52/ 1.10 /
N38/ 1.11 / N51B/ 1.22 / N48/ 1.01 /
N50B/ 1.21 / N49B/ 1.22 / N47/ 1.01 /
N46/ 1.04 / N45/ 1.09 / N43/ 0.07 /
N42/ 0.10 / N41/ 0.94 / N44/ 0.08 /
N40/ 1.00 / N39/ 1.02 / N37/ 0.06 /
N36/ 1.25 / N35/ 471.59 / N34/ 0.56 /
N33/ 0.57 / N31/ 0.02 / N30/ 1.56 /
N29/ 0.13 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.19 / N25/ 0.79 / N24/ 1.47 /
N23/ 0.12 / N22/ 1.62 / N21/ 1.05 /
N20/ 1.01 / N19/ 1.30 / N18/ 1.30 /
N17/ 1.30 / N16/ 1.72 / N15/ 1.10 /
N14B/ 1.25 / N14A/ 1.01 / N13/ 0.62 /
N12/ 0.62 / N11/ 0.77 / N10/ 0.92 /
N9/ 1.02 / N8/ 1.04 / N7/ 1.03 /
N6/ 1.05 / N5/ 1.01 / N4/ 1.12 /
N3/ 0.75 / N2/ 0.74 / N1/ 0.74 /
N50/ 0.02 / N49/ 0.02 / N51/ 0.02 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51B/ 0.00 / N48/ 0.00 /
N50B/ 0.00 / N49B/ 0.00 / N47/ 0.00 /
N46/ 0.00 / N45/ 0.00 / N43/ 0.00 /
N42/ 0.00 / N41/ 0.00 / N44/ 0.00 /
N40/ 0.00 / N39/ 0.00 / N37/ 0.00 /
N36/ 0.00 / N35/ 0.00 / N34/ 0.00 /
N33/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 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/ 0.01 /
2629/ 0.01 / 2930/ 0.01 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.03 /
1615/ 0.07 / 1614A/ 0.09 / 4514B/ 0.00 /
4515/ 0.02 / 1502/ 0.06 / 14A13/ 0.11 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.04 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.14 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.08 /
51b48/ 0.00 / 5352o/ 0.00 / 5352u/ 0.00 /
5238o/ 0.00 / 5238u/ 0.00 / 3851o/ 0.00 /
3851u/ 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/ 0.01 / 3635o/ 0.00 /
3635u/ 0.08 / 3533o/ 0.00 / 3533u/ 0.02 /
2217o/ 0.00 / 2217u/ 0.01 / 2019o/ 0.00 /
2019u/ 0.00 / 1918o/ 0.00 / 1918u/ 0.01 /
1817o/ 0.00 / 1817u/ 0.01 / 1009o/ 0.00 /
1009u/ 0.00 / 0706o/ 0.00 / 0706u/ 0.00 /
0604o/ 0.00 / 0604u/ 0.00 / 0504o/ 0.00 /
0504u/ 0.00 / 0403o/ 0.00 / 0403u/ 0.01 /
0302o/ 0.00 / 0302u/ 0.09 / 14b14ao/ 0.00 /
14b14au/ 0.03 /
Conduit/ Final Volume
5453/ 0.10 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.03 / 4342/ 0.02 /
4241/ 0.02 / 3736/ 0.04 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.22 / 3024/ 0.11 /
3036/ 0.00 / 2827/ 0.05 / 2726/ 0.05 /
2629/ 0.59 / 2930/ 0.28 / 2725/ 0.03 /
2524/ 0.08 / 2422/ 0.18 / L575/ 0.14 /
2117/ 0.03 / 1714B/ 0.00 / 1716/ 0.94 /
1615/ 1.88 / 1614A/ 0.86 / 4514B/ 0.00 /
4515/ 0.70 / 1502/ 5.78 / 14A13/ 1.09 /
1312/ 0.01 / 1211/ 0.15 / 1103/ 1.45 /
0912/ 0.00 / 0908/ 0.04 / 0811/ 0.00 /
0804/ 0.07 / 0201/ 1.37 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 10.60 /
51b48/ 0.02 / 5352o/ 0.00 / 5352u/ 0.02 /
5238o/ 0.00 / 5238u/ 0.03 / 3851o/ 0.00 /
3851u/ 0.06 / 5049u/ 0.01 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.06 / 4746o/ 0.00 /
4746u/ 0.03 / 4645o/ 0.00 / 4645u/ 0.06 /
4140o/ 0.00 / 4140u/ 0.02 / 4038o/ 0.00 /
4038u/ 0.08 / 3938o/ 0.00 / 3938u/ 0.01 /
3836o/ 0.00 / 3836u/ 0.44 / 3635o/ 0.00 /
3635u/ 0.85 / 3533o/ 0.00 / 3533u/ 0.19 /
2217o/ 0.00 / 2217u/ 0.23 / 2019o/ 0.00 /
2019u/ 0.06 / 1918o/ 0.00 / 1918u/ 0.56 /
1817o/ 0.00 / 1817u/ 0.14 / 1009o/ 0.00 /
1009u/ 0.03 / 0706o/ 0.00 / 0706u/ 0.03 /
0604o/ 0.00 / 0604u/ 0.09 / 0504o/ 0.00 /
0504u/ 0.05 / 0403o/ 0.00 / 0403u/ 0.11 /
0302o/ 0.00 / 0302u/ 2.69 / 14b14ao/ 0.00 /
14b14au/ 0.34 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
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/ 0.05 /
1615/ 0.10 / 1614A/ 0.11 / 4514B/ 0.00 /
4515/ 0.04 / 1502/ 0.09 / 14A13/ 0.06 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.02 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.06 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.10 /
51b48/ 0.01 / 5352o/ 0.00 / 5352u/ 0.01 /
5238o/ 0.00 / 5238u/ 0.01 / 3851o/ 0.00 /
3851u/ 0.01 / 5049u/ 0.00 / 4948u/ 0.00 /
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/ 0.03 / 3635o/ 0.00 /
3635u/ 0.08 / 3533o/ 0.00 / 3533u/ 0.04 /
2217o/ 0.00 / 2217u/ 0.02 / 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/ 0.02 /
0302o/ 0.00 / 0302u/ 0.05 / 14b14ao/ 0.00 /
14b14au/ 0.06 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.92/ 8.40 5047/ 3.61/ 3.61 4946/ 3.01/ 3.01/
5145/ 1.86/ 1.86 4440/ 8.00/ 6.00 4342/ 9.20/ 8.31/
4241/ 8.31/ 7.60 3736/ 7.00/ 5.52 3534/ 4.60/ 4.60/
3422/ 1.89/ 1.89 3130/ 7.50/ 5.70 3024/ 4.22/ 2.88/
3036/ 4.56/ 4.56 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/ 1.89 L575/ 4.71/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.86/ 1.86 1716/ 1.78/ 1.48/
1615/ 1.48/ 1.40 1614A/ 1.77/ 1.86 4514B/ 1.86/ 1.86/
4515/ 2.52/ 1.40 1502/ 1.40/ 1.14 14A13/ 1.86/ 1.86/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.36 1103/ 1.36/ 1.14/
0912/ 1.68/ 1.68 0908/ 2.51/ 2.01 0811/ 1.36/ 1.36/
0804/ 2.01/ 1.71 0201/ 1.14/ 1.01 50b50/ 5.70/ 5.70/
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.71/ 1.86/
51b48/ 3.82/ 3.61 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 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/ 4.56/ 4.56 3836u/ 5.01/ 4.56 3635o/ 4.56/ 4.56/
3635u/ 4.56/ 4.56 3533o/ 2.71/ 2.71 3533u/ 4.56/ 3.98/
2217o/ 1.78/ 1.78 2217u/ 1.89/ 1.78 2019o/ 4.52/ 4.52/
2019u/ 6.01/ 4.52 1918o/ 1.94/ 1.94 1918u/ 4.52/ 1.94/
1817o/ 1.78/ 1.78 1817u/ 1.94/ 1.78 1009o/ 2.51/ 2.51/
1009u/ 3.60/ 2.51 0706o/ 3.52/ 3.52 0706u/ 4.01/ 3.52/
0604o/ 1.71/ 1.71 0604u/ 3.52/ 1.71 0504o/ 1.71/ 1.71/
0504u/ 3.31/ 1.71 0403o/ 1.14/ 1.14 0403u/ 1.71/ 1.14/
0302o/ 1.14/ 1.14 0302u/ 1.14/ 1.14 14b14ao/ 1.86/ 1.86/
14b14au/ 1.86/ 1.86
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 1440
Total number of passes in the simulation........ 4816
Total number of time steps during simulation.... 4546
Ratio of actual # of time steps / NTCYC......... 3.157
Average number of iterations per time step...... 1.059
Average time step size(seconds)................ 1.584
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 1.896
Average minimum implicit time step (sec)........ 1.821
Average minimum junction time step (sec)........ 1.821
Average Courant Factor Tf....................... 1.821
Number of times omega reduced................... 59
*=========================================================*
| 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 1.10 5023 0 6 0 0 0
N53 0 1.22 5554 0 7 0 0 0
N52 0 1.35 6155 0 13 1 0 0
N38 0 1.61 7333 0 23 2 0 0
N51B 0 1.15 5230 1 14 2 0 0
N48 0 1.16 5255 0 9 0 0 0
N50B 0 1.07 4878 0 5 0 0 0
N49B 0 1.15 5207 0 18 3 0 0
N47 0 1.11 5048 0 5 0 0 0
N46 0 1.20 5435 0 9 0 0 0
N45 0 1.44 6538 1 14 1 0 0
N43 0 1.09 4971 0 5 0 0 0
N42 0 1.18 5381 4 7 0 0 0
N41 0 1.34 6070 0 6 0 0 0
N44 0 1.13 5151 0 5 0 0 0
N40 0 1.29 5852 0 13 2 0 0
N39 0 1.06 4829 0 10 1 0 0
N37 0 1.11 5043 0 5 0 0 0
N36 0 1.52 6893 1 14 2 0 0
N35 0 1.58 7161 0 18 2 0 0
N34 0 1.22 5543 1 24 1 0 0
N33 0 1.19 5409 0 6 0 0 0
N31 0 1.17 5333 0 7 0 0 0
N30 0 1.55 7031 0 15 3 0 0
N29 0 1.38 6284 0 6 0 0 0
N28 0 1.15 5232 1 7 0 0 0
N27 0 1.48 6735 2 19 3 0 0
N26 0 1.29 5880 0 6 0 0 0
N25 0 1.25 5704 0 6 0 0 0
N24 0 1.42 6436 0 8 0 0 0
N23 0 1.27 5773 0 7 0 0 0
N22 0 1.51 6843 0 9 0 0 0
N21 0 1.38 6294 1 21 1 0 0
N20 0 1.26 5739 1 23 2 0 0
N19 0 1.44 6563 0 6 0 0 0
N18 0 1.61 7313 0 8 0 0 0
N17 0 1.85 8424 1 10 2 0 0
N16 0 1.58 7171 4 14 4 0 0
N15 0 1.32 6007 0 7 0 0 0
N14B 0 1.63 7409 0 16 2 0 0
N14A 0 1.79 8159 0 12 1 0 0
N13 0 1.57 7139 0 6 0 0 0
N12 0 1.48 6714 0 6 0 0 0
N11 0 1.55 7052 0 12 1 0 0
N10 0 1.14 5204 0 6 0 0 0
N9 0 1.29 5874 1 6 0 0 0
N8 0 1.38 6283 0 6 0 0 0
N7 0 1.19 5405 1 16 1 0 0
N6 0 1.49 6784 6 17 1 0 0
N5 0 1.15 5233 1 18 1 0 0
N4 0 1.56 7113 0 9 0 0 0
N3 0 1.72 7799 0 7 0 0 0
N2 0 1.61 7309 0 6 0 0 0
N1 0 1.70 7721 32 35 26 5 0
N50 0 1.05 4772 0 7 0 0 0
N49 0 1.10 5007 0 5 0 0 0
N51 0 1.13 5146 0 6 0 0 0
Total number of iterations for all junctions.. 348844
Minimum number of possible iterations......... 259122
Efficiency of the simulation.................. 1.35
Good 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 9.0536 0 15 0.0000 0.9464 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.4930 0 15 0.0000 1.5070 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.1990 0 15 0.0000 2.8010 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.1098 0 15 0.0000 3.8902 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0194 0 15 0.0000 4.9806 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6080 0 16 0.0000 5.3920 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.9126 0 15 0.0000 4.0874 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2162 0 15 0.0000 4.7838 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6117 0 15 0.0000 5.3883 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0417 0 16 0.0000 5.9583 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5941 0 15 0.0000 6.4059 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2733 0 15 0.0000 0.7267 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.3991 0 15 0.0000 1.6009 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 7.5431 0 15 0.0000 2.4569 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.0844 0 15 0.0000 1.9156 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.6029 0 17 0.0000 3.3971 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0223 0 15 0.0000 2.9777 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0635 0 15 0.0000 2.9365 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.0000 5.7175 0 16 0.0000 4.2825 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.8500 5.0429 0 20 0.0000 4.9571 546.0059 0.0000 0.0000 0.0000
N34 10.0000 5.0000 4.6603 0 22 0.0000 5.3397 1.0000 0.0000 0.0000 0.0000
N33 10.0000 5.4800 3.1681 0 20 0.0000 6.8319 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5216 0 15 0.0000 2.4784 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.7560 0 16 0.0000 4.2440 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5282 0 15 0.0000 3.4718 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3767 0 15 0.0000 1.6233 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7258 0 15 0.0000 3.2742 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.6932 0 15 0.0000 3.3068 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6575 0 15 0.4125 4.3425 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.0597 0 15 0.7497 5.9403 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8246 0 15 0.0000 5.1754 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.4848 0 15 0.0000 6.5152 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0523 0 15 0.0000 6.9477 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0143 0 15 0.0000 2.9857 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 5.7998 0 15 0.0000 4.2002 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2020 0 15 0.0000 6.7980 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.0496 0 15 0.0000 6.9504 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.0568 0 15 0.6568 6.9432 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.3130 0 16 0.2780 7.6870 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.0511 0 16 0.0000 6.9489 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.6147 0 17 0.0000 7.3853 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.4838 0 17 0.0000 7.5162 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.2982 0 21 0.0000 7.7018 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.1147 0 22 0.0000 7.8853 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.5157 0 15 0.0000 5.4843 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5154 0 15 0.0000 6.4846 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0395 0 15 0.0000 6.9605 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0256 0 15 0.0000 4.9744 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5524 0 15 0.0000 5.4476 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3150 0 15 0.0000 5.6850 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8156 0 15 0.0000 7.1844 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.8528 0 17 0.0000 8.1472 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.7938 0 17 0.0000 8.2062 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.6745 0 17 0.0000 8.3255 1.0000 0.0000 0.0000 0.0000
N50 10.0000 6.1000 5.7173 0 15 0.0000 4.2827 1.0000 0.0000 0.0000 0.0000
N49 10.0000 5.4000 5.0243 0 14 0.0000 4.9757 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8227 0 14 0.0000 5.1773 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 0.0973 0 15 0.4363 0 15 0.0949 9.0536 8.4988 .3839 .2469
5047 2.8812 1.4600 200.0000 0.0380 0 15 0.2629 0 15 0.0132 5.7173 4.6117 .0863 .0584
4946 2.4313 1.2321 200.0000 0.0732 0 14 0.3067 0 14 0.0301 5.0243 4.0417 .1215 .2086
5145 3.5733 1.8108 200.0000 0.0966 0 14 0.4316 0 14 0.0270 4.8227 3.0511 .1137 .2555
4440 10.0429 4.8092 400.0000 0.1433 0 15 1.1021 0 6 0.0143 8.0844 6.6029 .2109 1.507 *
4342 9.2249 4.4176 400.0000 0.1061 0 15 0.8609 0 15 0.0115 9.2733 8.3991 .1833 .2476
4241 8.1356 3.8959 400.0000 0.2062 0 15 1.2668 0 15 0.0253 8.3991 7.6987 .2477 .2468
3736 14.9983 3.6090 400.0000 0.1144 0 15 0.6064 0 5 0.0076 7.0635 5.7175 .1587 .4937
3534 3.6191 1.0570 200.0000 0.2015 0 20 0.3456 0 20 0.0557 5.0429 4.8244 .2145 .1221
3422 4.5448 1.1500 400.0000 0.1251 0 22 0.2873 0 22 0.0275 4.6603 4.2249 .1509 .0622
3130 13.5508 2.2744 300.0000 0.1715 0 15 0.3966 0 12 0.0127 7.5216 5.7560 .0721 .1867
3024 0.4621 2.9058 450.0000 0.4036 0 10 2.5138 0 10 0.8734 5.7560 4.0597 3.457 2.666
3036 6.7857 1.4251 400.0000 0.4012 0 16 0.4491 0 16 0.0591 5.7560 5.7175 .3400 .4937
2827 15.5945 3.7524 400.0000 0.1964 0 15 1.0043 0 15 0.0126 8.3767 6.7762 .1918 .1904
2726 18.5574 3.1124 300.0000 0.3146 0 15 0.1666 0 12 0.0170 6.7258 6.6932 .0859 .6441
2629 2.4524 0.5150 400.0000 0.2951 0 15 0.3282 0 15 0.1203 6.6932 6.5282 .4830 .3204
2930 11.6053 2.4373 400.0000 0.5854 0 15 1.0319 0 15 0.0504 6.5282 5.7560 .3204 .3400
2725 0.2218 2.0080 375.0000 0.2602 0 7 2.3956 0 7 1.1733 6.7258 5.6575 3.668 2.099
2524 0.2779 2.5163 375.0000 0.2610 0 9 2.4502 0 7 0.9392 5.6575 4.0597 2.099 3.199
2422 0.8401 2.9711 600.0000 0.6301 0 10 2.2202 0 10 0.7500 4.0597 3.4848 2.449 2.708
L575 4.4056 1.1111 300.0000 0.2971 0 15 0.4791 0 15 0.0674 4.8246 3.4939 .4153 .3128
2117 10.3655 2.0976 500.0000 0.1850 0 13 0.4437 0 13 0.0178 3.0523 3.0496 .1046 .1992
1714B 8.1188 0.9553 500.0000 -0.1973 0 19 -0.2694 0 19 -0.0243 3.0496 3.0511 .2992 .4022
1716 3.1532 3.6415 1050.000 2.0623 0 15 2.3584 0 15 0.6540 3.0496 3.0568 1.237 1.625
1615 0.7725 1.7486 750.0000 1.2170 0 15 2.7389 0 15 1.5755 3.0564 2.3129 2.288 1.470
1614A 0.7872 1.7819 750.0000 0.8458 0 15 1.9073 0 15 1.0744 3.0564 2.6147 1.875 1.353
4514B 28.0567 3.5017 450.0000 0.3104 0 15 0.8801 0 11 0.0111 3.5941 3.0511 .2090 .4469
4515 0.1942 2.7467 300.0000 0.1735 0 6 2.4270 0 6 0.8937 3.5941 2.3129 3.646 3.676
1502 0.6052 1.1322 825.0000 1.3677 0 15 2.7186 0 14 2.2598 2.3130 1.7938 1.337 .9016
14A13 16.6072 0.8411 1700.000 -1.2486 0 17 -0.4479 0 17 -0.0752 2.6147 2.4838 .4440 .5199
1312 15.7543 0.6101 1400.000 1.2409 0 17 0.4355 0 17 0.0788 2.4838 2.2982 .4456 .4416
1211 22.0747 0.6694 1700.000 1.2219 0 21 0.2697 0 12 0.0554 2.2982 2.1147 .3637 .4557
1103 34.9730 0.7240 2000.000 1.3726 0 22 0.3977 0 27 0.0392 2.1147 1.8528 .3874 .3764
0912 7.4604 1.8954 400.0000 0.0343 0 15 0.0286 0 15 0.0046 3.5154 2.2982 .0385 .7456
0908 0.1628 1.4741 375.0000 0.1339 0 12 1.1994 0 12 0.8224 3.5154 3.0395 2.707 2.772
0811 6.0914 1.5476 400.0000 0.1290 0 16 0.3386 0 16 0.0212 3.0395 2.1147 .0988 .2869
0804 0.2208 1.3886 450.0000 0.2466 0 18 1.5415 0 18 1.1166 3.0395 2.8156 2.310 2.479
0201 142.3584 2.9703 2000.000 3.5929 0 17 1.3665 0 24 0.0252 1.7938 1.6745 .3719 .3723
50b50 13.6470 6.9913 400.0000 0.0462 0 15 0.7077 0 12 0.0034 5.9126 5.7173 .0315 .0431
49b40 13.6470 6.9913 400.0000 0.0698 0 15 0.7892 0 11 0.0051 5.2162 5.0243 .0404 .0607
51b50 13.6470 6.9913 400.0000 0.0943 0 15 0.9452 0 15 0.0069 5.0194 4.8227 .0484 .0568
L610 0.9764 2.2101 750.0000 0.4949 0 21 1.2800 0 28 0.5069 3.1681 2.6147 .7575 1.353
51b48 0.0407 1.0234 225.0000 0.0673 0 4 1.6869 0 32 1.6528 5.0194 4.6080 5.419 4.480
5352o 1.1925 2.1371 300.0000 0.1855 0 15 1.0658 0 15 0.1555 8.4930 7.1990 .3101 .3302
5352u 0.0273 1.5423 150.0000 0.0358 0 30 1.9688 0 31 1.3121 8.4930 7.1990 7.286 7.327
5238o 1.6591 2.2063 400.0000 0.1833 0 15 0.9736 0 15 0.1105 7.1990 6.1098 .2476 .2745
5238u 0.0735 1.8497 225.0000 0.0711 0 9 1.7482 0 9 0.9667 7.1990 6.1098 4.884 4.932
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1098 5.0194 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0612 0 31 1.5152 0 31 0.9230 6.1098 5.0194 4.932 5.419
5049u 0.0573 1.4423 225.0000 0.0545 0 12 1.4149 0 17 0.9508 5.9126 5.2162 .9450 .9607
4948u 0.0590 1.4830 225.0000 0.0700 0 5 1.7207 0 5 1.1876 5.2162 4.6080 5.405 4.480
4845o 2.5500 1.2922 200.0000 0.0121 0 16 0.0551 0 6 0.0047 4.6080 3.5941 .0400 .4704
4845u 0.1309 1.8523 300.0000 0.1161 0 5 1.6258 0 5 0.8870 4.6080 3.5941 3.360 3.646
4746o 17.3588 2.8540 400.0000 0.0016 0 15 0.0742 0 14 0.0001 4.6117 4.0417 .0292 .1043
4746u 0.1498 2.1194 300.0000 0.0998 0 15 1.3905 0 15 0.6661 4.6117 4.0417 3.372 3.472
4645o 15.8729 2.3953 400.0000 0.0283 0 16 0.1672 0 16 0.0018 4.0417 3.5941 .1043 .2352
4645u 0.1105 1.5637 300.0000 0.0965 0 16 1.3437 0 16 0.8730 4.0417 3.5941 3.472 3.646
4140o 7.7278 3.0800 400.0000 0.0000 0 0 0.0000 0 0 0.0000 7.0587 6.6029 .0000 .0000
4140u 0.3099 2.8063 375.0000 0.2047 0 15 1.8353 0 15 0.6603 7.5432 6.6029 2.515 2.674
4038o 9.0986 2.1894 400.0000 0.0001 0 17 0.0007 0 17 0.0000 6.6029 6.1098 .0073 .2745
4038u 0.2678 1.6839 450.0000 0.2232 0 17 1.3919 0 17 0.8335 6.6029 6.1098 2.228 2.466
3938o 6.1031 3.1253 400.0000 0.0534 0 15 0.4335 0 6 0.0088 7.0223 6.1098 .0558 .2745
3938u 0.0261 1.4762 150.0000 0.0250 0 6 1.3668 0 6 0.9567 7.0223 6.1098 6.815 7.398
3836o 9.9729 2.0945 400.0000 0.3210 0 15 0.4254 0 15 0.0322 6.1098 5.7175 .2745 .4937
3836u 0.3282 2.0635 450.0000 0.2600 0 11 1.6193 0 11 0.7922 6.1098 5.7175 2.466 2.772
3635o 16.4091 3.0564 400.0000 0.7798 0 16 0.9404 0 16 0.0475 5.7175 5.5673 .2937 .2933
3635u 0.5739 3.6087 450.0000 0.3956 0 12 2.6024 0 10 0.6892 5.7175 5.0429 2.772 2.317
3533o 2.6252 3.2815 800.0000 0.4282 0 20 2.3655 0 20 0.1631 5.0429 4.8587 .2286 .2234
3533u 0.0414 2.0715 100.0000 0.0627 0 20 3.0545 0 20 1.5123 5.0429 4.0000 10.43 1.000
2217o 14.0423 2.7133 500.0000 0.0843 0 15 0.5931 0 15 0.0060 3.4848 3.0496 .1696 .1992
2217u 0.6241 1.4127 750.0000 0.9362 0 12 2.1081 0 12 1.5001 3.4848 3.0496 2.166 1.732
2019o 11.6942 3.9474 300.0000 0.0722 0 15 0.5273 0 15 0.0062 7.0143 6.0136 .0477 .0453
2019u 0.6375 4.0085 450.0000 0.4143 0 16 2.5899 0 16 0.6499 7.0143 5.7998 2.254 2.888
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 5.7997 3.2020 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.8102 0 15 2.8445 0 15 0.8583 5.7997 3.2020 2.166 2.170
1817o 9.1593 1.0777 500.0000 0.6302 0 15 0.5740 0 16 0.0688 3.2020 3.0965 .4040 .2930
1817u 0.5070 1.7932 600.0000 0.6191 0 10 2.1808 0 10 1.2212 3.2020 3.0496 2.170 2.166
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.5152 3.5154 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1756 0 15 1.6369 0 7 0.7272 4.5152 3.5154 2.440 2.707
0706o 7.2322 2.5892 300.0000 0.0701 0 15 0.3152 0 13 0.0097 5.0256 4.5524 .0852 .1746
0706u 0.1248 1.7661 300.0000 0.0878 0 9 1.2238 0 9 0.7033 5.0256 4.5524 3.418 3.507
0604o 9.6606 3.5620 300.0000 0.3187 0 15 0.9751 0 15 0.0330 4.5524 2.8519 .1746 .1732
0604u 0.3116 2.8210 375.0000 0.3088 0 20 2.7759 0 20 0.9910 4.5524 2.8156 2.806 2.974
0504o 8.6316 3.1822 300.0000 0.0351 0 15 0.4322 0 15 0.0041 4.3150 2.8156 .0499 .0519
0504u 0.1541 2.1802 300.0000 0.1344 0 11 1.8773 0 11 0.8724 4.3150 2.8156 3.383 3.718
0403o 9.0589 2.2976 400.0000 0.0258 0 15 0.2277 0 15 0.0028 2.8156 2.0066 .0389 .0166
0403u 1.9283 4.3647 750.0000 1.1763 0 14 2.7609 0 14 0.6100 2.8156 1.8528 1.487 1.003
0302o 2.9365 0.3239 300.0000 0.0306 0 17 0.1428 0 17 0.0104 1.8528 1.8208 .1092 .0359
0302u 3.2556 3.6173 600.0000 0.7076 0 18 0.7774 0 18 0.2173 1.8528 1.7938 1.254 1.239
14b14ao 75.9084 3.3944 500.0000 0.3091 0 16 0.3203 0 15 0.0041 3.0511 2.6147 .1222 .2294
14b14au 0.1270 1.7965 300.0000 0.1199 0 26 1.6709 0 26 0.9439 3.0511 2.6147 4.170 3.382
FREE # 1 Undefnd Undefnd Undefn 3.6556 0 23
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
5453 0.1667 0.0000 0.0000 119.8333 0.0754 0.2230 0.0550
5047 74.3056 1.0000 0.0000 44.6944 0.0147 0.1446 0.0038
4946 57.4583 7.9236 0.0000 54.6181 0.0304 0.3001 0.0075
5145 69.9167 8.3125 0.0000 41.7708 0.0334 0.3301 0.0099
4440 0.1667 25.6042 0.0000 94.2292 0.1412 1.0052 0.0653
4342 0.1667 119.8333 0.0000 0.0000 0.0418 0.1233 0.0742
4241 0.1667 0.0000 0.0000 119.8333 0.0487 0.1631 0.1250
3736 0.1667 27.1250 0.0000 92.7083 0.0614 0.6069 0.0283
3534 109.2083 0.0000 0.0000 10.7917 0.0345 0.5841 0.0116
3422 65.9881 0.0000 0.0000 54.0119 0.0439 0.4354 0.0122
3130 0.1667 8.4792 0.0000 111.3542 0.0360 0.7170 0.0090
3024 0.1667 14.8542 0.0000 104.9792 0.1339 0.1634 3.1539
3036 99.1250 10.5903 10.2847 0.0000 0.0863 0.8961 0.0747
2827 0.1667 0.0000 0.0000 119.8333 0.0376 0.1956 0.0767
2726 107.7014 12.2986 0.0000 0.0000 0.0989 1.9927 0.0172
2629 0.2500 119.7500 0.0000 0.0000 0.0853 0.9004 0.0526
2930 0.2500 6.1042 0.0000 113.6458 0.0693 0.5805 0.1333
2725 0.1667 119.8333 0.0000 0.0000 0.1081 0.1139 2.1221
2524 0.1667 15.0903 0.0000 104.7431 0.1118 0.1157 1.9529
2422 0.1667 119.8333 0.0000 0.0000 0.1679 0.2908 3.1860
L575 0.1667 0.0000 0.0000 119.8333 0.0554 0.6202 0.0523
2117 2.0833 6.0833 0.0000 111.8333 0.0718 0.7150 0.0187
1714B 103.3958 6.3294 10.2748 0.0000 0.0820 1.0691 0.0366
1716 0.1667 117.3333 0.0000 2.5000 0.2938 0.8902 3.5364
1615 0.1667 119.8333 0.0000 0.0000 0.2277 0.4522 3.8499
1614A 2.7500 31.6944 85.5556 0.0000 0.2275 0.4623 2.2715
4514B 98.8542 16.4722 0.0000 4.6736 0.0654 1.0082 0.0702
4515 0.1667 119.8333 0.0000 0.0000 0.0899 0.0728 2.3455
1502 0.1667 119.8333 0.0000 0.0000 0.2386 0.5264 2.4072
14A13 5.9167 114.0833 0.0000 0.0000 0.3380 2.7917 0.3657
1312 5.9375 114.0625 0.0000 0.0000 0.3100 2.9228 0.2656
1211 6.1042 113.8958 0.0000 0.0000 0.3154 4.9541 0.1718
1103 0.1667 119.8333 0.0000 0.0000 0.3488 3.9917 0.2695
0912 114.0000 6.0000 0.0000 0.0000 0.1226 1.2683 0.0038
0908 0.1667 119.8333 0.0000 0.0000 0.1049 0.1136 1.2160
0811 112.3194 3.3472 0.0000 4.3333 0.0475 0.4724 0.0132
0804 0.1667 119.8333 0.0000 0.0000 0.1305 0.1646 1.3273
0201 0.1667 119.8333 0.0000 0.0000 0.3533 3.4977 0.8717
50b50 109.7778 10.2222 0.0000 0.0000 0.0145 0.0701 0.0098
49b40 107.8333 12.1667 0.0000 0.0000 0.0196 0.0949 0.0148
51b50 97.5417 22.4583 0.0000 0.0000 0.0206 0.1000 0.0198
L610 2.6667 117.3333 0.0000 0.0000 0.2091 0.3967 0.9857
51b48 0.1667 119.8333 0.0000 0.0000 0.0644 0.0410 1.4751
5352o 95.3333 6.5833 0.0000 18.0833 0.0872 0.1741 0.1023
5352u 0.1667 119.8333 0.0000 0.0000 0.0455 0.0184 1.6660
5238o 100.6458 15.5764 0.0000 3.7778 0.0938 0.1887 0.1012
5238u 0.1667 119.8333 0.0000 0.0000 0.0630 0.0411 1.9171
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 0.0411 1.7190
5049u 2.3958 13.8472 0.0000 103.7569 0.0684 0.0390 0.2992
4948u 0.2500 119.7500 0.0000 0.0000 0.0684 0.0410 1.8910
4845o 103.7778 16.0625 0.0000 0.1597 0.0460 0.4592 0.0013
4845u 0.1667 119.8333 0.0000 0.0000 0.0911 0.0740 1.5287
4746o 118.3333 1.6667 0.0000 0.0000 0.0117 0.0292 0.0016
4746u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.4213
4645o 111.5347 8.4653 0.0000 0.0000 0.0321 0.1695 0.0113
4645u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.4340
4140o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4140u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1139 1.7385
4038o 118.6736 1.3264 0.0000 0.0000 0.0237 0.1675 0.0000
4038u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 1.4634
3938o 104.3542 13.6042 0.0000 2.0417 0.0592 0.2953 0.0119
3938u 0.2500 119.7500 0.0000 0.0000 0.0451 0.0184 1.3093
3836o 99.5486 20.4514 0.0000 0.0000 0.0754 0.7745 0.0640
3836u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 1.8562
3635o 96.4236 0.0000 0.0000 23.5764 0.0781 0.8293 0.1104
3635u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 2.1813
3533o 88.7500 0.0000 0.0000 31.2500 0.1329 0.1810 0.4277
3533u 0.3333 0.0000 0.0000 119.6667 0.0396 0.0205 1.7443
2217o 114.1181 4.9653 0.0000 0.9167 0.0449 0.1435 0.0542
2217u 0.1667 119.8333 0.0000 0.0000 0.2275 0.4523 2.9681
2019o 117.5389 0.0000 0.0000 2.4611 0.0139 0.1370 0.0073
2019u 0.1667 119.8333 0.0000 0.0000 0.1348 0.1634 2.4799
1918o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 119.8333 0.0000 0.0000 0.1679 0.2912 3.6928
1817o 108.5694 0.0000 0.0000 11.4306 0.0822 1.1016 0.0997
1817u 0.1667 119.8333 0.0000 0.0000 0.1823 0.2954 2.1915
1009o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1139 1.5177
0706o 110.3681 9.6319 0.0000 0.0000 0.0322 0.2263 0.0120
0706u 0.1667 119.8333 0.0000 0.0000 0.0899 0.0727 1.2424
0604o 107.9792 0.0000 0.0000 12.0208 0.0434 0.3270 0.0508
0604u 0.1667 119.8333 0.0000 0.0000 0.1051 0.1135 2.6332
0504o 114.7778 1.5000 0.0000 3.7222 0.0141 0.0818 0.0065
0504u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.8321
0403o 117.5833 0.0000 0.0000 2.4167 0.0115 0.1132 0.0025
0403u 0.1667 119.8333 0.0000 0.0000 0.2223 0.4538 2.4323
0302o 114.7278 0.0000 0.0000 5.2722 0.0200 0.2146 0.0031
0302u 0.1667 119.8333 0.0000 0.0000 0.3110 0.9868 0.5813
14b14ao 109.3056 10.6944 0.0000 0.0000 0.0396 1.1454 0.0250
14b14au 5.3056 114.6944 0.0000 0.0000 0.0840 0.0727 1.8262
*===========================================*
| 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 0.0123 88.2922 0.0003 0.9987 0.3607 0.0220 0.0450 3.1726
5047 0.0022 15.7353 0.0001 0.4199 0.3886 0.0015 0.0147 0.0350
4946 0.0041 29.1991 0.0002 0.5539 0.4500 0.0027 0.0262 0.0350
5145 0.0089 64.2427 0.0002 0.4560 0.4341 0.0040 0.0391 0.0350
4440 0.0163 117.4385 0.0004 0.9987 1.0776 0.0316 0.1980 1.2690
4342 0.0119 85.7979 0.0003 0.9987 0.7723 0.0116 0.0196 1.2690
4241 0.0230 165.4359 0.0006 0.9987 1.1145 0.0131 0.0253 1.2690
3736 0.0128 92.3598 0.0003 0.9987 0.8586 0.0134 0.0848 1.4100
3534 0.0071 50.7715 0.0004 0.1223 0.0861 0.0022 0.0364 0.0450
3422 0.0076 54.4296 0.0003 0.4743 0.3093 0.0050 0.0491 0.0450
3130 0.0189 135.8338 0.0005 0.9987 1.2842 0.0048 0.0957 2.4675
3024 0.0711 511.6018 0.0012 0.9987 1.4928 0.0491 0.0385 0.9165
3036 0.0198 142.6611 0.0010 0.2068 0.0316 0.0130 0.0924 0.0201
2827 0.0220 158.3951 0.0005 0.9987 1.0790 0.0099 0.0308 1.4100
2726 0.0156 112.2868 0.0009 0.1106 0.0305 0.0434 0.1576 0.0200
2629 0.0208 149.7708 0.0008 0.9987 0.1775 0.0229 0.1170 2.4675
2930 0.0570 410.1492 0.0015 0.9987 0.7292 0.0193 0.0876 1.4100
2725 0.0452 325.6927 0.0008 0.9987 1.1587 0.0418 0.0294 0.9165
2524 0.0448 322.8257 0.0008 0.9982 1.4912 0.0393 0.0260 0.7551
2422 0.1165 838.6661 0.0020 0.9987 0.9242 0.0694 0.0783 0.9165
L575 0.0349 251.1979 0.0008 0.9987 0.4712 0.0157 0.1026 3.1726
2117 0.0189 135.8221 0.0007 0.9870 1.1305 0.0084 0.0826 0.0200
1714B -0.0080 -57.4982 0.0013 0.1678 0.0015 0.0095 0.0918 0.0205
1716 0.3425 2465.9035 0.0063 0.9987 0.5735 0.1310 0.2479 0.9165
1615 0.3067 2208.2082 0.0036 0.9987 0.6205 0.1449 0.2106 0.9165
1614A 0.0359 258.6093 0.0030 0.9828 0.0928 0.1389 0.1923 0.0130
4514B 0.0272 196.0028 0.0007 0.2055 0.0957 0.0085 0.0982 0.0206
4515 0.0478 344.2884 0.0007 0.9987 0.5755 0.0583 0.0418 0.9165
1502 0.3541 2549.8064 0.0039 0.9987 0.9164 0.1447 0.2065 0.9165
14A13 -0.1621 -1166.788 0.0033 0.9624 0.0009 0.1392 0.6419 0.1234
1312 0.1626 1170.9888 0.0032 0.9622 0.1021 0.0767 0.5601 0.1232
1211 0.1617 1164.5848 0.0031 0.9604 0.0615 0.0840 0.9209 0.1237
1103 0.2083 1500.0767 0.0036 0.9987 0.1013 0.1215 0.8561 8.8127
0912 0.0009 6.3999 0.0001 0.0532 0.0024 0.0230 0.2364 0.0450
0908 0.0189 136.3572 0.0005 0.9987 0.6498 0.0357 0.0231 0.9870
0811 0.0032 23.1877 0.0003 0.0684 0.0362 0.0059 0.0592 0.0450
0804 0.0336 241.6880 0.0009 0.9987 0.6107 0.0470 0.0385 0.9165
0201 0.7470 5378.2465 0.0136 0.9987 0.4938 0.1487 0.8203 2.8201
50b50 0.0022 15.8016 0.0001 0.0849 0.1608 0.0013 0.0063 0.0100
49b40 0.0047 33.8565 0.0002 0.1040 0.2007 0.0025 0.0077 0.0100
51b50 0.0093 66.8448 0.0002 0.2173 0.4240 0.0033 0.0143 0.0100
L610 0.0978 703.9988 0.0013 0.9831 0.4816 0.1242 0.1479 0.0130
51b48 0.0171 123.0165 0.0003 0.9987 0.8873 0.0339 0.0164 0.9870
5352o 0.0162 116.3239 0.0005 0.2442 0.2575 0.0115 0.0222 0.0350
5352u 0.0095 68.6063 0.0002 0.9987 1.4110 0.0226 0.0071 0.9870
5238o 0.0125 89.8384 0.0005 0.1887 0.1444 0.0109 0.0213 0.0350
5238u 0.0179 129.2351 0.0003 0.9987 1.1916 0.0290 0.0138 0.9165
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0012 0.0022 0.0350
3851u 0.0175 125.9792 0.0003 0.9987 0.8113 0.0328 0.0160 0.9165
5049u 0.0085 61.3361 0.0002 0.9839 1.1862 0.0198 0.0073 0.0140
4948u 0.0130 93.6559 0.0002 0.9987 0.5279 0.0258 0.0128 0.9870
4845o 0.0011 8.0832 0.0000 0.1533 0.0166 0.0064 0.0638 0.0350
4845u 0.0291 209.4297 0.0005 0.9987 1.1185 0.0381 0.0246 0.9165
4746o 0.0000 0.1117 0.0000 0.0130 0.0022 0.0005 0.0011 0.0211
4746u 0.0231 166.0956 0.0004 0.9987 1.0690 0.0273 0.0159 0.9165
4645o 0.0008 5.4446 0.0001 0.0814 0.0102 0.0035 0.0167 0.0210
4645u 0.0270 194.7196 0.0004 0.9987 0.5027 0.0341 0.0224 0.9870
4140o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0216
4140u 0.0229 165.1282 0.0006 0.9987 0.9741 0.0325 0.0238 0.9165
4038o 0.0000 0.0047 0.0000 0.0130 0.0000 0.0030 0.0168 0.0185
4038u 0.0456 328.6696 0.0007 0.9987 0.6982 0.0456 0.0484 0.9165
3938o 0.0037 26.3559 0.0002 0.1474 0.0582 0.0071 0.0352 0.0250
3938u 0.0049 35.6299 0.0001 0.9987 0.5071 0.0187 0.0061 0.8460
3836o 0.0217 156.4079 0.0008 0.2006 0.0538 0.0118 0.0944 0.0201
3836u 0.0598 430.7118 0.0014 0.9987 0.2261 0.0758 0.0792 0.9165
3635o 0.0551 396.9073 0.0020 0.2332 0.2300 0.0100 0.0826 0.0194
3635u 0.0760 546.8453 0.0012 0.9987 0.3302 0.1096 0.1303 0.9870
3533o 0.0493 355.2506 0.0012 0.2514 0.5792 0.0247 0.0314 0.0150
3533u 0.0485 348.8681 0.0001 0.9978 2.6880 0.0344 0.0190 0.2108
2217o 0.0019 13.5792 0.0002 0.0535 0.0274 0.0019 0.0048 0.0208
2217u 0.1694 1219.7401 0.0029 0.9987 0.6330 0.0892 0.1241 0.9165
2019o 0.0009 6.7438 0.0002 0.0202 0.0295 0.0002 0.0020 0.0200
2019u 0.0584 420.3618 0.0012 0.9987 2.0229 0.0485 0.0310 0.9165
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0034 0.0396 0.0261
1918u 0.1068 769.1407 0.0022 0.9987 1.1241 0.0688 0.0653 0.9165
1817o 0.0309 222.4876 0.0016 0.1135 0.0525 0.0068 0.0684 0.0206
1817u 0.1058 761.7885 0.0024 0.9987 0.8250 0.0786 0.0869 0.9165
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0002 0.0012 0.0247
1009u 0.0196 141.3739 0.0005 0.9987 1.0826 0.0301 0.0172 0.9870
0706o 0.0029 20.7896 0.0002 0.0832 0.0483 0.0020 0.0131 0.0209
0706u 0.0149 107.6382 0.0003 0.9987 0.6524 0.0324 0.0172 0.9165
0604o 0.0149 107.1182 0.0009 0.1120 0.1523 0.0029 0.0200 0.0205
0604u 0.0591 425.4310 0.0009 0.9987 1.6075 0.0440 0.0298 0.9165
0504o 0.0008 5.7363 0.0001 0.0451 0.0535 0.0004 0.0023 0.0205
0504u 0.0180 129.5703 0.0004 0.9987 0.7220 0.0320 0.0169 0.9165
0403o 0.0003 2.1316 0.0001 0.0216 0.0212 0.0002 0.0016 0.0450
0403u 0.1638 1179.1931 0.0033 0.9987 1.0318 0.0812 0.1015 0.9165
0302o 0.0007 5.2548 0.0001 0.0592 0.0282 0.0008 0.0081 0.0291
0302u 0.3736 2689.8379 0.0022 0.9987 0.1188 0.1342 0.3440 0.4935
14b14ao 0.0103 74.3202 0.0008 0.1117 0.0240 0.0034 0.0836 0.0350
14b14au 0.0194 139.5740 0.0005 0.9674 0.1092 0.0670 0.0488 0.0140
FREE # 1 0.7467 5376.1986
*===============================================================*
| 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 0.0973 0.0000 0.5445 0.0988 0.1310 9.0536 8.4988 Max Flow
5047 0.0379 0.0000 1.1047 0.0112 0.0145 5.7172 4.6117 Max Flow
4946 0.0728 0.0000 0.9035 0.0176 0.0241 5.0241 4.0258 Max Flow
5145 0.0962 0.0000 1.5917 0.0212 0.0225 4.8227 3.0246 Max Flow
4440 0.1431 0.0000 0.0055 0.1084 0.0841 8.0843 6.5392 Max Flow
4342 0.1061 0.0000 0.3973 0.0964 0.0729 9.2733 8.3991 Max Flow
4241 0.2059 0.0000 0.7010 0.1244 0.0987 8.3989 7.6987 Max Flow
3736 0.1143 0.0000 0.0336 0.0747 0.0634 7.0634 5.7084 Max Flow
3534 0.2007 0.0000 0.2151 0.0244 0.0352 5.0429 4.8244 Max Flow
3422 0.1251 0.0000 0.4312 0.0249 0.0451 4.6603 4.2249 Max Flow
3130 0.1714 0.0000 0.3883 0.0192 0.0212 7.5216 5.7497 Max Flow
3024 0.4031 1.0283 1.0010 0.4191 0.3255 5.6366 3.5655 Max Flow
3036 0.4010 0.0000 0.0388 0.1219 0.1357 5.7560 5.7172 Max Flow
2827 0.1962 0.0000 1.5998 0.0931 0.0761 8.3766 6.7761 Max Flow
2726 0.3146 0.0000 0.0022 0.0292 0.0256 6.7258 6.6906 Max Flow
2629 0.2950 0.0000 0.1577 0.1086 0.1813 6.6932 6.5280 Max Flow
2930 0.5854 0.0000 0.7092 0.1412 0.1282 6.5282 5.7529 Max Flow
2725 0.2602 0.8511 0.6056 0.3505 0.3750 6.7032 5.2161 Max Flow
2524 0.2597 0.4636 1.5779 0.3504 0.2875 5.2973 3.1887 Max Flow
2422 0.6300 0.2609 0.4075 0.5127 0.3879 3.5211 2.8454 Max Flow
L575 0.2971 0.0000 1.3210 0.0938 0.1117 4.8246 3.4938 Max Flow
2117 0.1832 0.0000 0.0498 0.0321 0.0428 3.0434 2.9930 Max Flow
1714B 0.0000 0.0000 0.0000 0.0000 0.0000 2.8974 2.8974 Max Flow
1716 2.0614 -0.1749 0.1676 0.8166 0.6191 3.0467 3.0496 Max Flow
1615 1.2170 0.4262 0.3190 0.6654 0.7500 3.0528 2.3037 Max Flow
1614A 0.8458 0.4145 0.0573 0.5700 0.7500 3.0449 2.5714 Max Flow
4514B 0.3098 0.0000 0.0463 0.1106 0.0936 3.5939 3.0425 Max Flow
4515 0.1734 0.6488 1.0062 1.0070 0.2213 3.5070 1.8496 Max Flow
1502 1.3675 -0.2100 0.7906 0.6992 0.8250 2.2994 1.7459 Max Flow
14A13 0.0014 0.0000 0.0002 0.0069 0.0296 1.9344 1.9342 Max Flow
1312 1.2405 0.0000 0.1978 0.3745 0.6263 2.4837 2.2839 Max Flow
1211 1.2219 0.0000 0.1640 0.3828 0.6178 2.2982 2.1139 Max Flow
1103 1.3724 0.0000 0.3304 0.3207 0.7922 2.1132 1.7709 Max Flow
0912 0.0342 0.0000 0.0016 0.0088 0.0150 3.5154 2.2521 Max Flow
0908 0.1339 0.1598 0.3310 0.2698 0.2590 3.5035 3.0125 Max Flow
0811 0.1255 0.0000 0.8567 0.0249 0.0375 3.0380 2.0421 Max Flow
0804 0.2458 0.2167 0.3675 0.3486 0.4500 2.9680 2.3995 Max Flow
0201 3.5928 0.0000 0.1201 0.5453 0.7435 1.7937 1.6735 Max Flow
50b50 0.0462 0.0000 0.1236 0.0205 0.0108 5.9126 5.7170 Max Flow
49b40 0.0698 0.0000 0.1048 0.0273 0.0161 5.2162 5.0239 Max Flow
51b50 0.0943 0.0000 0.1584 0.0338 0.0188 5.0194 4.8225 Max Flow
L610 0.4948 0.3414 0.2768 0.4331 0.3780 3.1660 2.6113 Max Flow
51b48 0.0671 0.3233 0.5294 0.2070 0.2250 4.7962 3.9348 Max Flow
5352o 0.1851 0.0000 1.1882 0.1021 0.0928 8.4929 7.1988 Max Flow
5352u 0.0357 0.0723 2.0589 1.0068 0.1500 8.4068 6.2726 Max Flow
5238o 0.1833 0.0000 0.9547 0.1014 0.0989 7.1990 6.1089 Max Flow
5238u 0.0711 0.1357 0.9824 0.2094 0.1781 7.1436 6.0254 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0612 0.1853 0.9894 0.2009 0.1705 5.7864 4.6118 Max Flow
5049u 0.0545 0.1464 0.5502 0.1926 0.1753 5.9115 5.2154 Max Flow
4948u 0.0700 0.0926 0.5359 0.2087 0.2250 5.2104 4.5825 Max Flow
4845o 0.0121 0.0000 0.0031 0.0044 0.0080 4.6080 3.5939 Max Flow
4845u 0.1160 0.4547 0.8457 0.2605 0.2198 4.4920 3.1814 Max Flow
4746o 0.0016 0.0000 0.0149 0.0103 0.0094 4.6117 4.0372 Max Flow
4746u 0.0998 0.3203 0.2583 0.2447 0.1791 4.6111 4.0327 Max Flow
4645o 0.0282 0.0000 0.0359 0.0415 0.0410 4.0417 3.5940 Max Flow
4645u 0.0965 0.0791 0.3688 0.2412 0.2171 4.0416 3.5939 Max Flow
4140o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4140u 0.2045 0.5635 0.4271 0.3268 0.2224 7.5379 6.5473 Max Flow
4038o 0.0001 0.0000 0.0000 0.0007 0.0009 6.6029 6.1016 Max Flow
4038u 0.2232 0.0931 0.4098 0.3327 0.3141 6.6009 6.0984 Max Flow
3938o 0.0534 0.0000 0.0362 0.0226 0.0215 7.0223 6.1080 Max Flow
3938u 0.0249 0.3207 0.8524 0.1386 0.1173 7.0193 5.8548 Max Flow
3836o 0.3207 0.0000 0.0903 0.1125 0.1096 6.1098 5.7139 Max Flow
3836u 0.2600 0.0971 0.3264 0.3581 0.3023 6.0766 5.6534 Max Flow
3635o 0.7795 0.0677 0.1504 0.1217 0.1173 5.7175 5.5673 Max Flow
3635u 0.3953 1.0238 0.2062 0.4174 0.2746 5.6664 4.4261 Max Flow
3533o 0.4281 -0.2163 0.1856 0.2652 0.1787 5.0429 4.8587 Max Flow
3533u 0.0626 0.8257 0.2171 1.0429 0.1000 5.0429 4.0000 Max Flow
2217o 0.0842 0.0000 0.3018 0.0863 0.0844 3.4847 3.0492 Max Flow
2217u 0.9362 0.2226 0.2449 0.5980 0.7500 3.4083 2.9358 Max Flow
2019o 0.0719 0.0000 0.9972 0.0171 0.0135 7.0142 6.0135 Max Flow
2019u 0.4127 1.1483 0.6212 0.4211 0.2637 7.0040 5.2185 Max Flow
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1918u 0.8093 0.7015 1.8832 0.5562 0.4281 5.7997 3.1997 Max Flow
1817o 0.6300 0.0000 0.0862 0.1465 0.2014 3.2020 3.0965 Max Flow
1817u 0.6167 0.1999 0.2200 0.5084 0.6000 3.0226 2.6096 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.1755 0.4285 0.5694 0.3068 0.2372 4.5147 3.5149 Max Flow
0706o 0.0699 0.0000 0.1304 0.0258 0.0253 5.0255 4.5519 Max Flow
0706u 0.0878 0.2589 0.2401 0.2307 0.1856 5.0064 4.5075 Max Flow
0604o 0.3187 0.0000 1.6980 0.0664 0.0520 4.5524 2.8519 Max Flow
0604u 0.3087 0.5265 1.7423 1.0032 0.3046 4.5032 2.2297 Max Flow
0504o 0.0348 0.0000 1.4195 0.0160 0.0144 4.3149 2.8154 Max Flow
0504u 0.1343 0.5886 1.1838 0.2737 0.2168 4.3050 2.5346 Max Flow
0403o 0.0258 0.0000 0.8075 0.0066 0.0093 2.8156 2.0066 Max Flow
0403u 1.1762 0.7979 0.2125 0.6580 0.4231 2.8033 1.7503 Max Flow
0302o 0.0306 0.0000 0.0303 0.0108 0.0313 1.8527 1.8208 Max Flow
0302u 0.7075 0.0574 0.0023 0.2830 0.1708 1.8515 1.7927 Max Flow
14b14ao 0.3087 0.0000 0.0735 0.0636 0.0610 3.0511 2.6105 Max Flow
14b14au 0.1198 0.3205 0.1730 0.2639 0.2321 2.9286 2.4330 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 12.6667 107.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 18.6667 27.0000 74.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4946 26.5000 36.1667 57.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5145 18.3333 31.8333 69.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4440 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4241 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 6.1667 4.6667 109.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 2.3333 51.6667 66.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 10.6667 109.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.6667 0.5000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 20.8333 99.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2629 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 1.0000 69.1667 49.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.8333 0.3333 105.3333 0.0000 2.3333 0.0000 11.1667 0.0000 None
2524 0.3333 0.6667 119.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 102.5000 1.0000 0.0000 9.3333 6.0000 0.0000 None
L575 15.0000 104.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 20.6667 97.3333 2.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 16.5000 103.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.1667 1.0000 82.8333 13.8333 0.0000 9.6667 12.5000 0.0000 None
1615 0.5000 10.6667 0.5000 1.5000 21.1667 0.0000 85.6667 0.0000 None
1614A 0.1667 1.1667 0.0000 98.3333 12.1667 6.1667 2.0000 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 108.5000 11.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 114.1667 5.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 3.1667 111.0000 5.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 114.0000 6.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.3333 119.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 6.0000 114.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 107.0000 0.6667 0.0000 8.1667 3.0000 0.0000 None
0811 2.5000 5.1667 112.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 67.6667 31.0000 0.0000 13.6667 0.0000 7.6667 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 0.0000 114.1667 0.0000 0.0000 0.0000 5.8333 0.0000 None
51b48 2.1667 0.3333 85.6667 0.0000 27.0000 0.0000 4.8333 0.0000 None
5352o 1.0000 4.8333 114.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.1667 1.0000 118.0000 0.0000 0.6667 0.0000 0.1667 0.0000 None
5238o 3.8333 9.3333 106.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.1667 1.0000 115.0000 0.0000 0.0000 0.0000 3.8333 0.0000 None
3851o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851u 0.0000 1.1667 96.3333 0.0000 0.0000 0.0000 22.5000 0.0000 None
5049u 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4948u 1.0000 0.1667 94.5000 0.8333 14.0000 8.1667 1.3333 0.0000 None
4845o 0.0000 16.3333 103.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.8333 0.3333 102.5000 0.6667 0.0000 9.3333 6.3333 0.0000 None
4645o 0.0000 6.1667 113.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 92.1667 2.8333 0.0000 22.6667 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 117.5000 0.0000 0.0000 0.0000 1.3333 0.0000 None
4038o 0.0000 1.3333 118.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038u 0.0000 1.1667 91.1667 7.8333 0.0000 14.5000 5.3333 0.0000 None
3938o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3938u 0.5000 0.6667 98.3333 0.0000 0.0000 0.0000 20.5000 0.0000 None
3836o 0.0000 10.3333 109.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 88.1667 1.1667 0.0000 27.6667 1.8333 0.0000 None
3635o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635u 0.6667 0.3333 12.0000 83.1667 0.0000 19.8333 4.0000 0.0000 None
3533o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3533u 0.0000 0.6667 76.8333 0.0000 0.0000 0.0000 42.5000 0.0000 None
2217o 0.8333 2.1667 117.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 18.8333 88.0000 0.1667 0.0000 13.0000 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019u 0.0000 1.0000 119.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.1667 1.0000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 5.6667 5.6667 108.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 2.5000 81.0000 4.6667 5.8333 7.8333 18.1667 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 5.0000 115.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 105.8333 0.3333 0.0000 12.3333 0.3333 0.0000 None
0604o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.1667 1.0000 118.8333 0.0000 0.0000 0.0000 The text continues on section 5.