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mitcc.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 09:57.
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.. 12
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 123.0000 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 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
2 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
4 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
5 N52#1 N52 10.000 .28000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
6 N52#2 N52 10.000 .56000E-01 25.00 4.000 0.020 0.045 0.000 0.000 0.00
7 N44#1 N44 50.000 .12200 100.00 1.000 0.020 0.045 0.000 0.000 0.00
8 N44#2 N44 50.000 .15600 11.00 1.000 0.020 0.045 0.000 0.000 0.00
9 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
10 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
11 N42#1 N42 50.000 .10000 100.00 1.000 0.020 0.045 0.000 0.000 0.00
12 N42#2 N42 50.000 .90000E-01 10.00 1.000 0.020 0.045 0.000 0.000 0.00
13 N40#1 N40 15.000 .45000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
14 N40#2 N40 8.0000 .29000E-01 15.00 2.000 0.020 0.045 0.000 0.000 0.00
15 N39#1 N39 12.000 .58000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
16 N39#2 N39 13.000 .86000E-01 26.00 4.000 0.020 0.045 0.000 0.000 0.00
17 N38#1 N38 8.0000 .98000E-01100.00 0.900 0.020 0.045 0.000 0.000 0.00
18 N38#2 N38 27.000 .15500 26.00 0.900 0.020 0.045 0.000 0.000 0.00
19 N51B#1 N51B 23.000 .51000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
20 N51B#2 N51B 23.000 .10100 25.00 3.000 0.020 0.045 0.000 0.000 0.00
21 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
22 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
23 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
24 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
25 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
26 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
27 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
28 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
29 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
30 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
31 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
32 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
33 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
34 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
35 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
36 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
37 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
38 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
39 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
40 N35#2 N35 22.000 .21000E-01 0.00 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 N49B#1 N49B 23.000 .53000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
46 N49B#2 N49B 23.000 .10500 25.00 4.000 0.020 0.045 0.000 0.000 0.00
47 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
48 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
49 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
50 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
51 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
52 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
53 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
54 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
55 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
56 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
57 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
58 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
59 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
60 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
61 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
62 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
63 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
64 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
65 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
66 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
67 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
68 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
69 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
70 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
71 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
72 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
73 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
74 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
75 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
76 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N54#1 0.0010 2.0000 2.0000
2 N54#2 0.0010 2.0000 2.0000
3 N53#1 0.0010 2.0000 2.0000
4 N53#2 0.0010 2.0000 2.0000
5 N52#1 0.0010 2.0000 2.0000
6 N52#2 0.0010 2.0000 2.0000
7 N44#1 0.0010 2.0000 2.0000
8 N44#2 0.0010 2.0000 2.0000
9 N43#1 0.0010 2.0000 2.0000
10 N43#2 0.0010 2.0000 2.0000
11 N42#1 0.0010 2.0000 2.0000
12 N42#2 0.0010 2.0000 2.0000
13 N40#1 0.0010 2.0000 2.0000
14 N40#2 0.0010 2.0000 2.0000
15 N39#1 0.0010 2.0000 2.0000
16 N39#2 0.0010 2.0000 2.0000
17 N38#1 0.0010 2.0000 2.0000
18 N38#2 0.0010 2.0000 2.0000
19 N51B#1 0.0010 2.0000 2.0000
20 N51B#2 0.0010 2.0000 2.0000
21 N21#1 0.0010 2.0000 2.0000
22 N21#2 0.0010 2.0000 2.0000
23 N37#1 0.0010 2.0000 2.0000
24 N37#2 0.0010 2.0000 2.0000
25 N31#1 0.0010 2.0000 2.0000
26 N31#2 0.0010 2.0000 2.0000
27 N28#1 0.0010 2.0000 2.0000
28 N28#2 0.0010 2.0000 2.0000
29 N27#1 0.0010 2.0000 2.0000
30 N27#2 0.0010 2.0000 2.0000
31 N26#1 0.0010 2.0000 2.0000
32 N26#2 0.0010 2.0000 2.0000
33 N29#1 0.0010 2.0000 2.0000
34 N29#2 0.0010 2.0000 2.0000
35 N30#1 0.0010 2.0000 2.0000
36 N30#2 0.0010 2.0000 2.0000
37 N36#1 0.0010 2.0000 2.0000
38 N36#2 0.0010 2.0000 2.0000
39 N35#1 0.0010 2.0000 2.0000
40 N35#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 N49B#1 0.0010 2.0000 2.0000
46 N49B#2 0.0010 2.0000 2.0000
47 N45#1 0.0010 2.0000 2.0000
48 N45#2 0.0010 2.0000 2.0000
49 N10#1 0.0010 2.0000 2.0000
50 N10#2 0.0010 2.0000 2.0000
51 N8#1 0.0010 2.0000 2.0000
52 N8#2 0.0010 2.0000 2.0000
53 N7#1 0.0010 2.0000 2.0000
54 N7#2 0.0010 2.0000 2.0000
55 N6#1 0.0010 2.0000 2.0000
56 N6#2 0.0010 2.0000 2.0000
57 N5#1 0.0010 2.0000 2.0000
58 N5#2 0.0010 2.0000 2.0000
59 N4#1 0.0010 2.0000 2.0000
60 N4#2 0.0010 2.0000 2.0000
61 N11#1 0.0010 2.0000 2.0000
62 N11#2 0.0010 2.0000 2.0000
63 N2#1 0.0010 2.0000 2.0000
64 N2#2 0.0010 2.0000 2.0000
65 N23#1 0.0010 2.0000 2.0000
66 N23#2 0.0010 2.0000 2.0000
67 N22#1 0.0010 2.0000 2.0000
68 N22#2 0.0010 2.0000 2.0000
69 N20#1 0.0010 2.0000 2.0000
70 N20#2 0.0010 2.0000 2.0000
71 N19#1 0.0010 2.0000 2.0000
72 N19#2 0.0010 2.0000 2.0000
73 N18#1 0.0010 2.0000 2.0000
74 N18#2 0.0010 2.0000 2.0000
75 N17#1 0.0010 2.0000 2.0000
76 N17#2 0.0010 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N40#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N40#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N39#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N39#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N51B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N51B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N35#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 N49B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N49B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
71 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
72 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
73 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
74 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
75 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
76 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 76
Total Tributary Area (hectares). 13.49
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
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
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N37 No Tributary Channel/Pipes
Tributary Subareas........ N37#1 N37#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N27 No Tributary Channel/Pipes
Tributary Subareas........ N27#1 N27#2
N26 No Tributary Channel/Pipes
Tributary Subareas........ N26#1 N26#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N50B No Tributary Channel/Pipes
Tributary Subareas........ N50B#1 N50B#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N49B No Tributary Channel/Pipes
Tributary Subareas........ N49B#1 N49B#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N10 No Tributary Channel/Pipes
Tributary Subareas........ N10#1 N10#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
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
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
***********************************************************
* Hydrographs will be stored for the following 38 INLETS *
***********************************************************
N54 N53 N52 N44 N43 N42
N40 N39 N38 N51B N21 N37
N31 N28 N27 N26 N29 N30
N36 N35 N50B N47 N49B N45
N10 N8 N7 N6 N5 N4
N11 N2 N23 N22 N20 N19
N18 N17
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 540
Final Julian Date = 1903001
Final time of day = 32400. seconds.
Final time of day = 9.00 hours.
Final running time = 9.0000 hours.
Final running time = 0.3750 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N54#1 1924 540 N54#2 1888 540 N53#1 1772 540
N53#2 1892 540 N52#1 1920 540 N52#2 3828 1080
N44#1 1912 540 N44#2 4024 1080 N43#1 1896 540
N43#2 1892 540 N42#1 1916 540 N42#2 4236 1080
N40#1 1916 540 N40#2 3992 1080 N39#1 1912 540
N39#2 3820 1080 N38#1 1872 540 N38#2 3800 1080
N51B#1 1920 540 N51B#2 3864 1080 N21#1 1896 540
N21#2 3812 1080 N37#1 1908 540 N37#2 3820 1080
N31#1 1908 540 N31#2 3820 1080 N28#1 1908 540
N28#2 3820 1080 N27#1 1900 540 N27#2 3788 1080
N26#1 1896 540 N26#2 1872 540 N29#1 1912 540
N29#2 3796 1080 N30#1 1912 540 N30#2 3832 1080
N36#1 1908 540 N36#2 3820 1080 N35#1 1920 540
N35#2 1920 540 N50B#1 1912 540 N50B#2 4000 1080
N47#1 1928 540 N47#2 3792 1080 N49B#1 1924 540
N49B#2 3872 1080 N45#1 1928 540 N45#2 3800 1080
N10#1 1904 540 N10#2 1884 540 N8#1 1904 540
N8#2 1880 540 N7#1 1904 540 N7#2 1880 540
N6#1 1888 540 N6#2 1844 540 N5#1 1904 540
N5#2 1884 540 N4#1 1904 540 N4#2 1880 540
N11#1 1844 540 N11#2 3872 1080 N2#1 1896 540
N2#2 3832 1080 N23#1 1904 540 N23#2 3832 1080
N22#1 1900 540 N22#2 1896 540 N20#1 1872 540
N20#2 1780 540 N19#1 1912 540 N19#2 3768 1080
N18#1 1892 540 N18#2 3788 1080 N17#1 1912 540
N17#2 3940 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 123.0000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.658778E+04 123.000
Total Infiltration 1.369598E+02 1.016
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.645807E+04 122.038
Total Water remaining in Surface Storage 3.558231E+00 0.026
Infiltration over the Pervious Area... 1.369598E+02 1.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.659859E+04 123.080
Total Precipitation + Initial Storage. 1.658778E+04 123.000
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............... -0.0652
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 1.645807E+04 122.038
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 1.644772E+04 121.961
Initial Storage + Inflow.................... 1.645807E+04 122.038
Final Storage + Outflow + Diverted GW....... 1.644772E+04 121.961
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0629
##################################################
# 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........... N54#1 N54#2 N53#1 N53#2 N52#1 N52#2
Area (hectares)........ 0.00100 0.21200 0.00100 0.23301 0.02800 0.05600
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 25.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.07411 0.00000 121.08644 0.00000 121.10411
Total Losses (mm)...... 0.00000 1.90334 0.00000 1.89680 0.00000 1.88529
Remaining Depth (mm)... 0.00000 0.02255 0.00000 0.01677 0.00000 0.01060
Peak Runoff Rate (cms). 0.00000 0.17705 0.00000 0.19740 0.00000 0.03620
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.16298 0.00000 122.85885 0.00000 123.14279 123.18221
Peak Runoff Rate (cms). 0.00089 0.00000 0.00068 0.00000 0.02489 0.01246
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.16298 0.00000 122.85885 0.00000 123.14279 123.18221
Peak Runoff Rate (cms). 0.00089 0.00003 0.00068 0.00002 0.02489 0.01246
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) 123.16298 121.07411 122.85885 121.08644 123.14279 121.62364
Peak Runoff Rate (cms). 0.00089 0.17705 0.00068 0.19740 0.02489 0.04866
Unit Runoff (mm/hr).... 322.89157 303.15622 246.69056 307.54155 322.66738 315.40120
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........... N44#1 N44#2 N43#1 N43#2 N42#1 N42#2
Area (hectares)........ 0.12200 0.15600 0.00100 0.20800 0.10000 0.09000
Percent Impervious..... 100.00000 11.00000 100.00000 0.00000 100.00000 10.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.08822 0.00000 121.08788 0.00000 121.11853
Total Losses (mm)...... 0.00000 1.89575 0.00000 1.89595 0.00000 1.87427
Remaining Depth (mm)... 0.00000 0.01603 0.00000 0.01617 0.00000 0.00721
Peak Runoff Rate (cms). 0.00000 0.11786 0.00000 0.17650 0.00000 0.07053
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.10945 123.19857 123.06084 0.00000 123.12119 123.17881
Peak Runoff Rate (cms). 0.10793 0.01527 0.00086 0.00000 0.08869 0.00801
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.10945 123.19857 123.06084 0.00000 123.12119 123.17881
Peak Runoff Rate (cms). 0.10793 0.01527 0.00086 0.00002 0.08869 0.00801
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) 123.10945 121.32036 123.06084 121.08788 123.12119 121.32455
Peak Runoff Rate (cms). 0.10793 0.13312 0.00086 0.17650 0.08869 0.07854
Unit Runoff (mm/hr).... 321.14919 309.77012 311.73009 308.02787 321.94764 316.78392
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........... N40#1 N40#2 N39#1 N39#2 N38#1 N38#2
Area (hectares)........ 0.04500 0.02900 0.05800 0.08600 0.09800 0.15500
Percent Impervious..... 100.00000 15.00000 100.00000 26.00000 100.00000 26.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.10206 0.00000 121.09550 0.00000 121.05697
Total Losses (mm)...... 0.00000 1.88675 0.00000 1.89120 0.00000 1.91053
Remaining Depth (mm)... 0.00000 0.01119 0.00000 0.01330 0.00000 0.03250
Peak Runoff Rate (cms). 0.00000 0.02121 0.00000 0.05443 0.00000 0.09374
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.11768 123.19827 123.11001 123.17153 123.00420 123.13568
Peak Runoff Rate (cms). 0.03989 0.00387 0.05132 0.01989 0.07857 0.03580
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.11768 123.19827 123.11001 123.17153 123.00420 123.13568
Peak Runoff Rate (cms). 0.03989 0.00387 0.05132 0.01989 0.07857 0.03580
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) 123.11768 121.41649 123.11001 121.63527 123.00420 121.59744
Peak Runoff Rate (cms). 0.03989 0.02508 0.05132 0.07432 0.07857 0.12954
Unit Runoff (mm/hr).... 321.74824 313.93121 321.19649 313.69705 291.02438 303.38672
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........... N51B#1 N51B#2 N21#1 N21#2 N37#1 N37#2
Area (hectares)........ 0.05100 0.10100 0.00100 0.33001 0.09000 0.13000
Percent Impervious..... 100.00000 25.00000 100.00000 55.00000 100.00000 30.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.10963 0.00000 121.10569 0.00000 121.09366
Total Losses (mm)...... 0.00000 1.88122 0.00000 1.88415 0.00000 1.89239
Remaining Depth (mm)... 0.00000 0.00914 0.00000 0.01016 0.00000 0.01395
Peak Runoff Rate (cms). 0.00000 0.06558 0.00000 0.12816 0.00000 0.07769
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.14824 123.18659 123.06084 123.10816 123.08952 123.15828
Peak Runoff Rate (cms). 0.04535 0.02246 0.00086 0.16052 0.07901 0.03469
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.14824 123.18659 123.06084 123.10816 123.08952 123.15828
Peak Runoff Rate (cms). 0.04535 0.02246 0.00086 0.16052 0.07901 0.03469
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) 123.14824 121.62887 123.06084 122.20705 123.08952 121.71305
Peak Runoff Rate (cms). 0.04535 0.08804 0.00086 0.28868 0.07901 0.11237
Unit Runoff (mm/hr).... 322.75518 316.42237 311.73009 317.55008 318.67231 313.78137
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........... N31#1 N31#2 N28#1 N28#2 N27#1 N27#2
Area (hectares)........ 0.13200 0.19700 0.15200 0.22700 0.20900 0.46501
Percent Impervious..... 100.00000 30.00000 100.00000 25.00000 100.00000 35.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.09632 0.00000 121.09285 0.00000 121.04993
Total Losses (mm)...... 0.00000 1.89066 0.00000 1.89290 0.00000 1.91293
Remaining Depth (mm)... 0.00000 0.01302 0.00000 0.01424 0.00000 0.03713
Peak Runoff Rate (cms). 0.00000 0.11803 0.00000 0.14522 0.00000 0.24477
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.08947 123.16103 123.08997 123.17188 123.06808 123.10490
Peak Runoff Rate (cms). 0.11588 0.05257 0.13347 0.05049 0.18071 0.14379
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.08947 123.16103 123.08997 123.17188 123.06808 123.10490
Peak Runoff Rate (cms). 0.11588 0.05257 0.13347 0.05049 0.18071 0.14379
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) 123.08947 121.71573 123.08997 121.61261 123.06808 121.76917
Peak Runoff Rate (cms). 0.11588 0.17060 0.13347 0.19571 0.18071 0.38857
Unit Runoff (mm/hr).... 318.66531 314.35413 318.74908 312.96043 313.87028 303.33732
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........... N26#1 N26#2 N29#1 N29#2 N30#1 N30#2
Area (hectares)........ 0.02300 0.03500 0.13200 0.50001 0.09200 0.14900
Percent Impervious..... 100.00000 0.00000 100.00000 42.00000 100.00000 27.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.03475 0.00000 121.06535 0.00000 121.10845
Total Losses (mm)...... 0.00000 1.91726 0.00000 1.90727 0.00000 1.88211
Remaining Depth (mm)... 0.00000 0.04800 0.00000 0.02738 0.00000 0.00944
Peak Runoff Rate (cms). 0.00000 0.02779 0.00000 0.23956 0.00000 0.09408
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.06108 0.00000 123.10186 123.09976 123.10991 123.18095
Peak Runoff Rate (cms). 0.01976 0.00000 0.11651 0.18521 0.08140 0.03579
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.06108 0.00000 123.10186 123.09976 123.10991 123.18095
Peak Runoff Rate (cms). 0.01976 0.00056 0.11651 0.18521 0.08140 0.03579
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) 123.06108 121.03475 123.10186 121.91980 123.10991 121.66803
Peak Runoff Rate (cms). 0.01976 0.02779 0.11651 0.42477 0.08140 0.12987
Unit Runoff (mm/hr).... 311.80318 288.24161 320.39926 308.38799 321.18764 316.39262
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N36#1 N36#2 N35#1 N35#2 N50B#1 N50B#2
Area (hectares)........ 0.10500 0.17000 0.05000 0.02100 0.10400 0.08400
Percent Impervious..... 100.00000 27.00000 100.00000 0.00000 100.00000 20.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.09086 0.00000 121.18200 0.00000 121.12092
Total Losses (mm)...... 0.00000 1.89415 0.00000 1.81655 0.00000 1.87232
Remaining Depth (mm)... 0.00000 0.01499 0.00000 0.00145 0.00000 0.00676
Peak Runoff Rate (cms). 0.00000 0.10564 0.00000 0.01856 0.00000 0.05860
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.09105 123.16407 123.14674 0.00000 123.11038 123.19822
Peak Runoff Rate (cms). 0.09225 0.04083 0.04445 0.00000 0.09203 0.01495
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.09105 123.16407 123.14674 0.00000 123.11038 123.19822
Peak Runoff Rate (cms). 0.09225 0.04083 0.04445 0.00126 0.09203 0.01495
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) 123.09105 121.65063 123.14674 121.18200 123.11038 121.53638
Peak Runoff Rate (cms). 0.09225 0.14647 0.04445 0.01856 0.09203 0.07354
Unit Runoff (mm/hr).... 318.92578 312.75572 322.73357 320.76040 321.22641 317.81272
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 N49B#1 N49B#2 N45#1 N45#2
Area (hectares)........ 0.03600 0.33001 0.05300 0.10500 0.03300 0.30401
Percent Impervious..... 100.00000 18.00000 100.00000 25.00000 100.00000 18.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.03683 0.00000 121.11546 0.00000 121.04602
Total Losses (mm)...... 0.00000 1.91672 0.00000 1.87672 0.00000 1.91415
Remaining Depth (mm)... 0.00000 0.04645 0.00000 0.00782 0.00000 0.03983
Peak Runoff Rate (cms). 0.00000 0.21545 0.00000 0.06845 0.00000 0.20085
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.17818 123.14958 123.15460 123.18947 123.18357 123.15586
Peak Runoff Rate (cms). 0.03203 0.05282 0.04713 0.02335 0.02936 0.04867
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.17818 123.14958 123.15460 123.18947 123.18357 123.15586
Peak Runoff Rate (cms). 0.03203 0.05282 0.04713 0.02335 0.02936 0.04867
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) 123.17818 121.41712 123.15460 121.63396 123.18357 121.42579
Peak Runoff Rate (cms). 0.03203 0.26827 0.04713 0.09180 0.02936 0.24952
Unit Runoff (mm/hr).... 322.94412 295.09435 322.82897 317.36846 322.95192 297.94743
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........... N10#1 N10#2 N8#1 N8#2 N7#1 N7#2
Area (hectares)........ 0.23001 0.11000 0.22000 0.10000 0.21000 0.09800
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.06749 0.00000 121.05631 0.00000 121.05752
Total Losses (mm)...... 0.00000 1.90636 0.00000 1.91077 0.00000 1.91033
Remaining Depth (mm)... 0.00000 0.02615 0.00000 0.03292 0.00000 0.03215
Peak Runoff Rate (cms). 0.00000 0.09111 0.00000 0.08166 0.00000 0.08015
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.08390 0.00000 123.07682 0.00000 123.07475 0.00000
Peak Runoff Rate (cms). 0.20126 0.00000 0.19158 0.00000 0.18259 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.08390 0.00000 123.07682 0.00000 123.07475 0.00000
Peak Runoff Rate (cms). 0.20126 0.00570 0.19158 0.00543 0.18259 0.00517
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) 123.08390 121.06749 123.07682 121.05631 123.07475 121.05752
Peak Runoff Rate (cms). 0.20126 0.09111 0.19158 0.08166 0.18259 0.08015
Unit Runoff (mm/hr).... 317.64549 300.68018 316.11644 296.41429 315.62180 296.87844
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........... N6#1 N6#2 N5#1 N5#2 N4#1 N4#2
Area (hectares)........ 0.68701 0.29501 0.22500 0.10300 0.45401 0.19400
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 120.99893 0.00000 121.06389 0.00000 121.05586
Total Losses (mm)...... 0.00000 1.92427 0.00000 1.90787 0.00000 1.91093
Remaining Depth (mm)... 0.00000 0.07680 0.00000 0.02824 0.00000 0.03321
Peak Runoff Rate (cms). 0.00000 0.22390 0.00000 0.08493 0.00000 0.15832
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.03902 0.00000 123.08055 0.00000 123.07419 0.00000
Peak Runoff Rate (cms). 0.57564 0.00000 0.19646 0.00000 0.39457 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.03902 0.00000 123.08055 0.00000 123.07419 0.00000
Peak Runoff Rate (cms). 0.57564 0.01630 0.19646 0.00556 0.39457 0.01117
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) 123.03902 120.99893 123.08055 121.06389 123.07419 121.05586
Peak Runoff Rate (cms). 0.57564 0.22390 0.19646 0.08493 0.39457 0.15832
Unit Runoff (mm/hr).... 304.15966 275.51919 316.95502 299.31355 315.48393 296.24258
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N11#1 N11#2 N2#1 N2#2 N23#1 N23#2
Area (hectares)........ 0.00100 0.80202 0.00100 0.33001 0.00100 0.59101
Percent Impervious..... 100.00000 8.00000 100.00000 10.00000 100.00000 55.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.03066 0.00000 121.03665 0.00000 121.13597
Total Losses (mm)...... 0.00000 1.91825 0.00000 1.91677 0.00000 1.85948
Remaining Depth (mm)... 0.00000 0.05109 0.00000 0.04658 0.00000 0.00455
Peak Runoff Rate (cms). 0.00000 0.58281 0.00000 0.23641 0.00000 0.23342
Total Impervious Area
---------------------
Total Runoff Depth (mm) 122.96538 123.19169 123.06084 123.18650 123.07525 123.14050
Peak Runoff Rate (cms). 0.00076 0.05708 0.00086 0.02936 0.00087 0.28889
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 122.96538 123.19169 123.06084 123.18650 123.07525 123.14050
Peak Runoff Rate (cms). 0.00076 0.05708 0.00086 0.02936 0.00087 0.28889
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) 122.96538 121.20355 123.06084 121.25164 123.07525 122.23846
Peak Runoff Rate (cms). 0.00076 0.63989 0.00086 0.26577 0.00087 0.52231
Unit Runoff (mm/hr).... 277.31940 289.62759 311.73009 292.35211 315.74305 320.81098
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 See the original
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Full text of sections 2 to 4 (of 6)
Section 2
0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N22#1 N22#2 N20#1 N20#2 N19#1 N19#2
Area (hectares)........ 0.00100 0.21300 0.72902 0.31301 0.12400 0.70702
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 35.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.09067 0.00000 120.91042 0.00000 121.02462
Total Losses (mm)...... 0.00000 1.89427 0.00000 1.93314 0.00000 1.91961
Remaining Depth (mm)... 0.00000 0.01506 0.00000 0.15644 0.00000 0.05577
Peak Runoff Rate (cms). 0.00000 0.18128 0.00000 0.21490 0.00000 0.36019
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.06901 0.00000 123.00344 0.00000 123.10546 123.08925
Peak Runoff Rate (cms). 0.00087 0.00000 0.58388 0.00000 0.10958 0.21720
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.06901 0.00000 123.00344 0.00000 123.10546 123.08925
Peak Runoff Rate (cms). 0.00087 0.00002 0.58388 0.01653 0.10958 0.21720
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) 123.06901 121.09067 123.00344 120.91042 123.10546 121.74724
Peak Runoff Rate (cms). 0.00087 0.18128 0.58388 0.21490 0.10958 0.57739
Unit Runoff (mm/hr).... 314.12950 308.94260 290.74312 249.22855 320.78057 296.45709
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N18#1 N18#2 N17#1 N17#2
Area (hectares)........ 0.09000 0.43001 0.02700 0.11000
Percent Impervious..... 100.00000 10.00000 100.00000 10.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.02584 0.00000 121.06707
Total Losses (mm)...... 0.00000 1.91935 0.00000 1.90655
Remaining Depth (mm)... 0.00000 0.05482 0.00000 0.02639
Peak Runoff Rate (cms). 0.00000 0.30380 0.00000 0.08196
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.05395 123.18157 123.11075 123.19686
Peak Runoff Rate (cms). 0.07673 0.03826 0.02389 0.00979
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.05395 123.18157 123.11075 123.19686
Peak Runoff Rate (cms). 0.07673 0.03826 0.02389 0.00979
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) 123.05395 121.24141 123.11075 121.28005
Peak Runoff Rate (cms). 0.07673 0.34205 0.02389 0.09175
Unit Runoff (mm/hr).... 309.49062 288.75923 321.25691 302.76395
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
400.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
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320.000 = ##### =
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
240.000 = ###### # # =
| # # # # |
| # # # # |
RAINFALL | # # # # |
| # # # # |
IN | # # # # |
| # # # # |
MM/HR | # # # # |
| # # # # |
| # ##### # |
160.000 = # # =
| # # |
| # ##### |
| # ##### |
| # # |
| # # |
| # # |
| ##### # |
| # # |
| # ##### |
80.000 = # ###### =
| # # |
##### # |
# # |
# ######### |
# # |
# ##### |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE
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: #
#################################################
N54 N53 N52 N44 N43 N42 N40
N39 N38 N51B N21 N37 N31 N28
N27 N26 N29 N30 N36 N35 N50B
N47 N49B N45 N10 N8 N7 N6
N5 N4 N11 N2 N23 N22 N20
N19 N18 N17
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 1.0248 0.0111
5047 2.8812 0.0234
4946 2.4313 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 60.0000
N53 1.7696 4.4239 35.0000
N52 1.0666 2.6665 150.0000
N38 2.5162 6.2904 3515.0000
N51B 2.3732 5.9331 80.0000
N48 1.9054 4.7634 10.0000
N50B 1.8970 4.7424 125.0000
N49B 1.9100 4.7750 40.0000
N47 0.8190 2.0475 240.0000
N46 0.6238 1.5595 110.0000
N45 1.3531 3.3828 20.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 2.4089 6.0222 400.0000
N44 38.0442 50.0000 0.0000
N40 2.7383 6.8458 65.0000
N39 2.5912 6.4781 5.0000
N37 50.0000 50.0000 0.0000
N36 1.0368 2.5921 10.0000
N35 11.4998 28.7496 0.0000
N34 0.4565 1.1412 15.0000
N33 0.5623 1.4056 105.0000
N31 37.4626 50.0000 0.0000
N30 0.5265 1.3163 35.0000
N29 48.3089 50.0000 0.0000
N28 32.6869 50.0000 0.0000
N27 2.9746 7.4366 65.0000
N26 33.6470 50.0000 0.0000
N25 1.7530 4.3824 5.0000
N24 0.4196 1.0489 100.0000
N23 13.4106 33.5266 0.0000
N22 0.4564 1.1411 50.0000
N21 1.6106 4.0265 95.0000
N20 0.7188 1.7971 200.0000
N19 0.2762 0.6905 290.0000
N18 1.4129 3.5322 455.0000
N17 5.6521 14.1302 0.0000
N16 1.2577 3.1443 0.0000
N15 3.6705 9.1762 0.0000
N14B 0.6730 1.6824 90.0000
N14A 13.0193 32.5483 0.0000
N13 14.5149 36.2873 0.0000
N12 24.7089 50.0000 0.0000
N11 32.4304 50.0000 0.0000
N10 1.0188 2.5469 595.0000
N9 0.9107 2.2768 15.0000
N8 0.9127 2.2818 100.0000
N7 0.7396 1.8490 60.0000
N6 0.9974 2.4936 15.0000
N5 1.4932 3.7330 35.0000
N4 4.0414 10.1035 10.0000
N3 21.8435 50.0000 0.0000
N2 22.6273 50.0000 0.0000
N1 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N49 14.3393 35.8483 0.0000
N51 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N38
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 28.1237 28.1237 50.0000 3.5000 -0.0010 0.3560 Normal Soln
5047 50.0000 50.0000 50.0000 0.0000 -0.0015 0.0974 Normal Soln
4946 50.0000 50.0000 50.0000 0.0000 0.0013 0.1170 Normal Soln
5145 47.8109 47.8109 50.0000 0.0000 0.0022 0.0959 Normal Soln
4440 23.1051 23.1051 41.5163 0.0000 -0.3815 0.5808 Normal Soln
4342 14.0256 14.0256 24.3051 0.0000 -0.0022 0.0433 Normal Soln
4241 10.7577 10.7577 16.4773 0.0000 -0.0027 0.0967 Normal Soln
3736 39.4381 39.4381 50.0000 0.0000 -0.0021 0.0290 Normal Soln
3534 5.1281 5.1281 11.8917 0.0000 0.0114 1.0041 Normal Soln
3422 17.4142 17.4142 46.7891 0.0000 0.0081 0.7888 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 -0.0032 0.0496 Normal Soln
3024 7.8154 7.8154 18.4304 0.0000 -0.0058 2.0395 Normal Soln
3036 10.5112 10.5112 30.7755 0.0000 0.0077 0.3563 Normal Soln
2827 27.5606 27.5606 43.8725 0.0000 -0.0028 0.0477 Normal Soln
2726 6.9466 6.9466 41.9597 0.0000 -0.0154 0.1166 Normal Soln
2629 29.9445 29.9445 50.0000 0.0000 -0.0037 0.5845 Normal Soln
2930 24.1123 24.1123 44.2614 0.0000 -0.0064 0.2103 Normal Soln
2725 4.9995 4.9995 12.7539 0.0000 0.0020 2.4601 Normal Soln
2524 14.3746 14.3746 32.5826 0.0000 -0.0037 2.2136 Normal Soln
2422 6.2587 6.2587 17.4472 0.0000 -0.0225 1.9140 Normal Soln
L575 44.5160 44.5160 50.0000 0.0000 -0.0059 0.2635 Normal Soln
2117 5.9153 5.9153 21.0444 0.0000 0.0070 0.1222 Normal Soln
1714B 13.9207 13.9207 38.5760 0.0000 0.0131 0.7505 Normal Soln
1716 4.6266 4.6266 12.6506 0.0000 -0.0342 1.5782 Normal Soln
1615 3.9074 3.9074 9.8109 0.0000 -0.0110 3.6617 Normal Soln
1614A 1.7766 1.7766 5.2484 0.0000 -0.0232 3.9541 Normal Soln
4514B 15.6006 15.6006 26.3000 0.0000 0.0105 0.0540 Normal Soln
4515 5.6943 5.6943 13.1639 0.0000 0.0048 2.2864 Normal Soln
1502 14.8689 14.8689 32.7302 0.0000 0.0094 4.7008 Normal Soln
14A13 3.7018 3.7018 14.5182 0.0000 -0.0238 0.6107 Normal Soln
1312 6.0061 6.0061 24.5343 0.0000 0.0224 0.6298 Normal Soln
1211 13.8055 13.8055 50.0000 0.0000 0.0218 0.4442 Normal Soln
1103 15.4920 15.4920 50.0000 0.0000 0.0194 0.3052 Normal Soln
0912 28.3725 28.3725 50.0000 0.0000 -0.0015 0.0431 Normal Soln
0908 11.3497 11.3497 41.7441 0.0000 0.0039 2.1750 Normal Soln
0811 30.6269 30.6269 50.0000 0.0000 0.0035 0.1007 Normal Soln
0804 10.8786 10.8786 34.3855 0.0000 0.0056 2.9823 Normal Soln
0201 3.0580 3.0580 7.3193 0.0000 0.1950 0.1234 Normal Soln
50b50 6.9101 6.9101 10.3940 0.0000 -0.0032 0.0212 Normal Soln
49b40 6.8628 6.8628 10.4491 0.0000 -0.0027 0.0219 Normal Soln
51b50 6.0537 6.0537 8.7963 0.0000 -0.0026 0.0254 Normal Soln
L610 20.8658 20.8658 50.0000 0.0000 0.0131 1.8661 Normal Soln
51b48 4.2087 4.2087 12.5259 0.0000 0.0016 4.4140 Normal Soln
5352o 13.3286 13.3286 25.3635 0.0000 0.0056 0.6102 Normal Soln
5352u 6.7076 6.7076 16.7795 0.0000 0.0010 3.4522 Normal Soln
5238o 14.0683 14.0683 28.0756 0.0000 -0.0033 0.4746 Normal Soln
5238u 7.9961 7.9961 22.8556 0.0000 0.0015 2.3537 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.0276 11.0276 36.1433 0.0000 -0.0096 2.2329 Normal Soln
5049u 12.9589 12.9589 26.1888 0.0000 0.0030 2.0501 Normal Soln
4948u 3.8666 3.8666 11.6956 0.0000 0.0023 2.6779 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 -0.0002 0.0122 Normal Soln
4845u 12.6237 12.6237 36.9160 0.0000 0.0035 2.0235 Normal Soln
4746o 18.0147 18.0147 34.1827 0.0000 -0.0020 0.0225 Normal Soln
4746u 5.3470 5.3470 17.7675 0.0000 0.0041 1.8312 Normal Soln
4645o 25.5930 25.5930 50.0000 0.0000 0.0022 0.0356 Normal Soln
4645u 7.0132 7.0132 24.1620 0.0000 -0.0027 2.5885 Normal Soln
4140o 24.7665 24.7665 45.7390 0.0000 -0.0025 0.0410 Normal Soln
4140u 6.2114 6.2114 15.9608 0.0000 -0.0187 1.7693 Normal Soln
4038o 49.4111 49.4111 50.0000 0.0000 0.0032 0.0738 Normal Soln
4038u 14.0075 14.0075 45.9770 0.0000 0.0024 2.0347 Normal Soln
3938o 33.6897 33.6897 50.0000 0.0000 -0.0019 0.0405 Normal Soln
3938u 8.7639 8.7639 29.8127 0.0000 -0.0043 2.4274 Normal Soln
3836o 23.7789 23.7789 50.0000 0.0000 -0.0052 0.1943 Normal Soln
3836u 7.7744 7.7744 24.7618 0.0000 0.0140 2.7188 Normal Soln
3635o 4.3522 4.3522 8.4545 0.0000 -0.0130 0.2897 Normal Soln
3635u 1.6703 1.6703 3.8474 13.7500 -0.0218 1.5648 Normal Soln
3533o 2.1927 2.1927 3.4593 0.0000 0.0171 0.6207 Normal Soln
3533u 1.5471 1.5471 3.1567 102.7500 -0.0005 2.8661 Normal Soln
2217o 16.5326 16.5326 33.8517 0.0000 0.0108 0.2771 Normal Soln
2217u 5.5892 5.5892 16.2369 0.0000 -0.0243 3.7292 Normal Soln
2019o 19.6937 19.6937 40.9489 0.0000 0.0293 0.0855 Normal Soln
2019u 5.0661 5.0661 11.4990 0.0000 0.0085 1.6015 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0061 0.0579 Normal Soln
1918u 15.7925 15.7925 36.8374 0.0000 -0.1142 2.0001 Normal Soln
1817o 13.6848 13.6848 38.3036 0.0000 0.0107 0.2993 Normal Soln
1817u 3.8519 3.8519 9.1470 0.0000 0.0195 4.5217 Normal Soln
1009o 46.0845 46.0845 50.0000 0.0000 0.0157 0.0297 Normal Soln
1009u 10.3369 10.3369 30.2757 0.0000 0.0024 1.9054 Normal Soln
0706o 26.4834 26.4834 50.0000 0.0000 -0.0030 0.0580 Normal Soln
0706u 6.7562 6.7562 24.4914 0.0000 0.0019 1.9388 Normal Soln
0604o 28.5430 28.5430 47.6871 0.0000 -0.0074 0.1710 Normal Soln
0604u 9.6993 9.6993 20.8148 0.0000 0.0035 2.4372 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0198 0.0442 Normal Soln
0504u 12.3274 12.3274 33.3692 0.0000 0.0027 1.9897 Normal Soln
0403o 10.6135 10.6135 21.7996 0.0000 -0.0117 0.2003 Normal Soln
0403u 3.2375 3.2375 6.9218 0.0000 0.0106 1.2500 Normal Soln
0302o 5.2356 5.2356 15.1290 0.0000 0.0235 3.7941 Normal Soln
0302u 2.7175 2.7175 11.4111 0.0000 -0.0074 0.7934 Normal Soln
14b14ao 5.4695 5.4695 29.0014 0.0000 0.0191 0.0916 Normal Soln
14b14au 1.9471 1.9471 6.0272 0.0000 -0.0085 3.2652 Normal Soln
The conduit with the smallest time step limitation was..3533u
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................4440
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 2.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.02 / 8.92/ N53/ 0.02 / 7.42/ N52/ 0.02 / 6.12/
N38/ 0.02 / 5.02/ N51B/ 0.03 / 3.83/ N48/ 0.02 / 3.62/
N50B/ 1.01 / 5.71/ N49B/ 0.01 / 4.01/ N47/ 0.01 / 3.61/
N46/ 0.01 / 3.01/ N45/ 0.02 / 2.52/ N43/ 0.00 / 9.20/
N42/ 0.01 / 8.31/ N41/ 0.01 / 6.61/ N44/ 0.01 / 8.01/
N40/ 0.02 / 5.62/ N39/ 0.01 / 6.01/ N37/ 0.00 / 7.00/
N36/ 0.22 / 4.69/ N35/ 0.69 / 4.69/ N34/ 0.50 / 4.60/
N33/ 0.12 / 2.72/ N31/ 0.00 / 7.50/ N30/ 0.02 / 4.22/
N29/ 0.02 / 6.42/ N28/ 0.01 / 8.31/ N27/ 0.02 / 5.37/
N26/ 0.03 / 6.53/ N25/ 0.02 / 4.89/ N24/ 0.03 / 2.62/
N23/ 0.01 / 4.71/ N22/ 0.04 / 1.90/ N21/ 1.00 / 3.00/
N20/ 0.02 / 6.02/ N19/ 0.03 / 4.53/ N18/ 0.05 / 1.95/
N17/ 0.05 / 1.80/ N16/ 0.16 / 1.50/ N15/ 0.21 / 1.42/
N14B/ 0.08 / 1.88/ N14A/ 0.27 / 1.87/ N13/ 0.01 / 1.87/
N12/ 0.01 / 1.69/ N11/ 0.03 / 1.37/ N10/ 0.01 / 3.61/
N9/ 0.01 / 2.51/ N8/ 0.02 / 2.02/ N7/ 0.01 / 4.01/
N6/ 0.02 / 3.52/ N5/ 0.01 / 3.31/ N4/ 0.03 / 1.73/
N3/ 0.05 / 1.15/ N2/ 0.10 / 1.15/ N1/ 0.09 / 1.02/
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/ 0.06 / 1614A/ -0.05 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.07 / 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/ 0.08 / 50b50/ 0.00*/
49b40/ 0.00*/ 51b50/ 0.00*/ L610/ 0.05*/
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/ 0.05 /
2217o/ 0.00*/ 2217u/ 0.00 / 2019o/ 0.00 /
2019u/ 0.00 / 1918o/ 0.00*/ 1918u/ 0.01*/
1817o/ 0.00 / 1817u/ 0.01 / 1009o/ 0.00*/
1009u/ 0.00*/ 0706o/ 0.00*/ 0706u/ 0.00*/
0604o/ 0.00 / 0604u/ 0.00*/ 0504o/ 0.00*/
0504u/ 0.00*/ 0403o/ 0.00*/ 0403u/ 0.00*/
0302o/ 0.00 / 0302u/ 0.01 / 14b14ao/ 0.00*/
14b14au/ 0.00 / FREE # 1/ 0.08 /
Conduit/ Velocity
5453/ 0.09 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.19 / 4342/ 0.13 /
4241/ 0.20 / 3736/ 0.11 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.03 / 3024/ 0.73 /
3036/ 0.00 / 2827/ 0.14 / 2726/ 0.00 /
2629/ 0.07 / 2930/ 0.24 / 2725/ 0.50 /
2524/ 0.62 / 2422/ 0.52 / L575/ 0.08 /
2117/ 0.03 / 1714B/ 0.00 / 1716/ 0.29 /
1615/ 0.74 / 1614A/ -0.53 / 4514B/ 0.00 /
4515/ 0.11 / 1502/ 0.87 / 14A13/ 0.00 /
1312/ 0.03 / 1211/ 0.02 / 1103/ 0.04 /
0912/ 0.00 / 0908/ 0.22 / 0811/ 0.00 /
0804/ 0.25 / 0201/ 0.45 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.56 /
51b48/ 0.44 / 5352o/ 0.00 / 5352u/ 0.66 /
5238o/ 0.00 / 5238u/ 0.54 / 3851o/ 0.00 /
3851u/ 0.41 / 5049u/ 0.23 / 4948u/ 0.14 /
4845o/ 0.00 / 4845u/ 0.58 / 4746o/ 0.00 /
4746u/ 0.39 / 4645o/ 0.00 / 4645u/ 0.20 /
4140o/ 0.00 / 4140u/ 0.29 / 4038o/ 0.00 /
4038u/ 0.30 / 3938o/ 0.00 / 3938u/ 0.11 /
3836o/ 0.00 / 3836u/ 0.03 / 3635o/ 0.00 /
3635u/ 0.02 / 3533o/ 0.00 / 3533u/ 2.53 /
2217o/ 0.00 / 2217u/ 0.39 / 2019o/ 0.00 /
2019u/ 1.03 / 1918o/ 0.00 / 1918u/ 0.61 /
1817o/ 0.00 / 1817u/ 0.62 / 1009o/ 0.00 /
1009u/ 0.30 / 0706o/ 0.00 / 0706u/ 0.20 /
0604o/ 0.00 / 0604u/ 0.79 / 0504o/ 0.00 /
0504u/ 0.19 / 0403o/ 0.00 / 0403u/ 0.50 /
0302o/ 0.00 / 0302u/ 0.02 / 14b14ao/ 0.00 /
14b14au/ 0.00 /
Conduit/ Width
5453/ 0.43 / 5047/ 0.01 / 4946/ 0.01 /
5145/ 0.01 / 4440/ 0.13 / 4342/ 0.21 /
4241/ 0.20 / 3736/ 0.18 / 3534/ 0.03 /
3422/ 0.01 / 3130/ 0.62 / 3024/ 0.19 /
3036/ 3.07 / 2827/ 0.25 / 2726/ 8.93 /
2629/ 1.46 / 2930/ 0.99 / 2725/ 0.16 /
2524/ 0.16 / 2422/ 0.28 / L575/ 0.71 /
2117/ 0.31 / 1714B/ 1.64 / 1716/ 0.57 /
1615/ 0.64 / 1614A/ 0.64 / 4514B/ 0.08 /
4515/ 0.21 / 1502/ 0.64 / 14A13/ 0.89 /
1312/ 0.10 / 1211/ 0.28 / 1103/ 1.28 /
0912/ 0.04 / 0908/ 0.15 / 0811/ 0.15 /
0804/ 0.19 / 0201/ 2.49 / 50b50/ 0.00 /
49b40/ 1.17 / 51b50/ 0.85 / L610/ 0.62 /
51b48/ 0.14 / 5352o/ 0.04 / 5352u/ 0.09 /
5238o/ 0.03 / 5238u/ 0.12 / 3851o/ 0.00 /
3851u/ 0.14 / 5049u/ 0.09 / 4948u/ 0.10 /
4845o/ 0.95 / 4845u/ 0.15 / 4746o/ 0.05 /
4746u/ 0.12 / 4645o/ 0.05 / 4645u/ 0.14 /
4140o/ 0.00 / 4140u/ 0.15 / 4038o/ 0.01 /
4038u/ 0.18 / 3938o/ 0.07 / 3938u/ 0.08 /
3836o/ 0.00 / 3836u/ 0.30 / 3635o/ 0.02 /
3635u/ 0.25 / 3533o/ 1.00 / 3533u/ 0.09 /
2217o/ 0.03 / 2217u/ 0.35 / 2019o/ 0.15 /
2019u/ 0.21 / 1918o/ 0.07 / 1918u/ 0.30 /
1817o/ 0.14 / 1817u/ 0.33 / 1009o/ 0.01 /
1009u/ 0.15 / 0706o/ 0.05 / 0706u/ 0.14 /
0604o/ 0.09 / 0604u/ 0.18 / 0504o/ 0.06 /
0504u/ 0.14 / 0403o/ 0.07 / 0403u/ 0.33 /
0302o/ 0.29 / 0302u/ 1.50 / 14b14ao/ 0.04 /
14b14au/ 0.22 /
Junction/ EGL
N54/ 0.02 / N53/ 1.01 / N52/ 0.04 /
N38/ 0.03 / N51B/ 0.04 / N48/ 0.03 /
N50B/ 1.01 / N49B/ 1.01 / N47/ 0.01 /
N46/ 0.02 / N45/ 0.04 / N43/ 0.00 /
N42/ 0.01 / N41/ 1.01 / N44/ 0.01 /
N40/ 0.40 / N39/ 0.01 / N37/ 0.00 /
N36/ 1.05 / N35/ 0.69 / N34/ 0.50 /
N33/ 1.72 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.02 / N28/ 0.01 / N27/ 1.35 /
N26/ 0.03 / N25/ 0.03 / N24/ 0.32 /
N23/ 0.01 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.02 / N19/ 0.09 / N18/ 0.07 /
N17/ 1.20 Section 4
/ N16/ 0.17 / N15/ 0.24 /
N14B/ 0.08 / N14A/ 0.29 / N13/ 0.01 /
N12/ 0.01 / N11/ 0.03 / N10/ 0.01 /
N9/ 0.02 / N8/ 0.02 / N7/ 0.01 /
N6/ 0.03 / N5/ 0.01 / N4/ 0.06 /
N3/ 0.07 / N2/ 0.14 / N1/ 0.10 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Junction/ Freeboard
N54/ 1.08 / N53/ 2.58 / N52/ 3.88 /
N38/ 4.98 / N51B/ 6.17 / N48/ 6.38 /
N50B/ 4.29 / N49B/ 5.99 / N47/ 6.39 /
N46/ 6.99 / N45/ 7.48 / N43/ 0.80 /
N42/ 1.69 / N41/ 3.39 / N44/ 1.99 /
N40/ 4.38 / N39/ 3.99 / N37/ 3.00 /
N36/ 5.31 / N35/ 5.31 / N34/ 5.40 /
N33/ 7.28 / N31/ 2.50 / N30/ 5.78 /
N29/ 3.58 / N28/ 1.69 / N27/ 4.63 /
N26/ 3.47 / N25/ 5.11 / N24/ 7.38 /
N23/ 5.29 / N22/ 8.10 / N21/ 7.00 /
N20/ 3.98 / N19/ 5.47 / N18/ 8.05 /
N17/ 8.20 / N16/ 8.50 / N15/ 8.58 /
N14B/ 8.12 / N14A/ 8.13 / N13/ 8.13 /
N12/ 8.31 / N11/ 8.63 / N10/ 6.39 /
N9/ 7.49 / N8/ 7.98 / N7/ 5.99 /
N6/ 6.48 / N5/ 6.69 / N4/ 8.27 /
N3/ 8.85 / N2/ 8.85 / N1/ 8.98 /
N50/ 4.30 / N49/ 5.00 / N51/ 5.20 /
Junction/ Max Volume
N54/ 0.19 / N53/ 1.14 / N52/ 1.15 /
N38/ 1.17 / N51B/ 1.23 / N48/ 1.01 /
N50B/ 1.22 / N49B/ 1.22 / N47/ 1.08 /
N46/ 1.10 / N45/ 1.15 / N43/ 0.09 /
N42/ 0.12 / N41/ 1.09 / N44/ 0.10 /
N40/ 1.11 / N39/ 1.03 / N37/ 0.08 /
N36/ 1.34 / N35/ 527.74 / N34/ 0.76 /
N33/ 1.87 / N31/ 0.03 / N30/ 1.64 /
N29/ 0.17 / N28/ 0.09 / N27/ 1.41 /
N26/ 0.26 / N25/ 0.87 / N24/ 1.63 /
N23/ 0.14 / N22/ 1.82 / N21/ 1.25 /
N20/ 1.04 / N19/ 1.62 / N18/ 1.38 /
N17/ 1.50 / N16/ 1.91 / N15/ 1.40 /
N14B/ 1.33 / N14A/ 1.41 / N13/ 0.92 /
N12/ 1.00 / N11/ 1.12 / N10/ 1.03 /
N9/ 1.04 / N8/ 1.06 / N7/ 1.04 /
N6/ 1.09 / N5/ 1.04 / N4/ 1.20 /
N3/ 1.02 / N2/ 1.05 / N1/ 1.05 /
N50/ 0.03 / N49/ 0.03 / N51/ 0.03 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51B/ 0.00 / N48/ 0.00 /
N50B/ 0.00 / N49B/ 0.00 / N47/ 0.00 /
N46/ 0.00 / N45/ 0.00 / N43/ 0.00 /
N42/ 0.00 / N41/ 0.00 / N44/ 0.00 /
N40/ 0.00 / N39/ 0.00 / N37/ 0.00 /
N36/ 0.00 / N35/ 0.00 / N34/ 0.00 /
N33/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.02 / 2930/ 0.01 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.04 /
1615/ 0.08 / 1614A/ 0.09 / 4514B/ 0.00 /
4515/ 0.03 / 1502/ 0.08 / 14A13/ 0.12 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.06 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.17 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.09 /
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/ 0.04 / 3635o/ 0.00 /
3635u/ 0.12 / 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/ 0.11 / 14b14ao/ 0.00 /
14b14au/ 0.04 /
Conduit/ Final Volume
5453/ 0.22 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.05 / 4342/ 0.04 /
4241/ 0.04 / 3736/ 0.07 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.41 / 3024/ 0.16 /
3036/ 0.00 / 2827/ 0.10 / 2726/ 0.06 /
2629/ 0.79 / 2930/ 0.39 / 2725/ 0.07 /
2524/ 0.16 / 2422/ 0.27 / L575/ 0.26 /
2117/ 0.06 / 1714B/ 0.00 / 1716/ 1.28 /
1615/ 2.29 / 1614A/ 0.95 / 4514B/ 0.00 /
4515/ 0.82 / 1502/ 6.91 / 14A13/ 1.23 /
1312/ 0.04 / 1211/ 0.35 / 1103/ 2.27 /
0912/ 0.00 / 0908/ 0.08 / 0811/ 0.00 /
0804/ 0.15 / 0201/ 1.70 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 11.62 /
51b48/ 0.05 / 5352o/ 0.00 / 5352u/ 0.04 /
5238o/ 0.00 / 5238u/ 0.06 / 3851o/ 0.00 /
3851u/ 0.13 / 5049u/ 0.01 / 4948u/ 0.02 /
4845o/ 0.00 / 4845u/ 0.14 / 4746o/ 0.00 /
4746u/ 0.05 / 4645o/ 0.00 / 4645u/ 0.12 /
4140o/ 0.00 / 4140u/ 0.04 / 4038o/ 0.00 /
4038u/ 0.14 / 3938o/ 0.00 / 3938u/ 0.03 /
3836o/ 0.00 / 3836u/ 1.48 / 3635o/ 0.00 /
3635u/ 1.15 / 3533o/ 0.00 / 3533u/ 0.20 /
2217o/ 0.00 / 2217u/ 0.39 / 2019o/ 0.00 /
2019u/ 0.12 / 1918o/ 0.00 / 1918u/ 1.02 /
1817o/ 0.00 / 1817u/ 0.26 / 1009o/ 0.00 /
1009u/ 0.05 / 0706o/ 0.00 / 0706u/ 0.05 /
0604o/ 0.00 / 0604u/ 0.18 / 0504o/ 0.00 /
0504u/ 0.11 / 0403o/ 0.00 / 0403u/ 0.18 /
0302o/ 0.00 / 0302u/ 3.34 / 14b14ao/ 0.00 /
14b14au/ 0.38 /
Conduit/ Hydraulic Radius
5453/ 0.01 / 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/ 0.03 /
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/ 0.06 /
1615/ 0.11 / 1614A/ 0.11 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.10 / 14A13/ 0.07 /
1312/ 0.01 / 1211/ 0.01 / 1103/ 0.03 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.07 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.11 /
51b48/ 0.02 / 5352o/ 0.00 / 5352u/ 0.01 /
5238o/ 0.00 / 5238u/ 0.01 / 3851o/ 0.00 /
3851u/ 0.02 / 5049u/ 0.00 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.01 / 4746o/ 0.00 /
4746u/ 0.01 / 4645o/ 0.00 / 4645u/ 0.01 /
4140o/ 0.00 / 4140u/ 0.01 / 4038o/ 0.00 /
4038u/ 0.01 / 3938o/ 0.00 / 3938u/ 0.01 /
3836o/ 0.00 / 3836u/ 0.06 / 3635o/ 0.00 /
3635u/ 0.11 / 3533o/ 0.00 / 3533u/ 0.04 /
2217o/ 0.00 / 2217u/ 0.03 / 2019o/ 0.00 /
2019u/ 0.02 / 1918o/ 0.00 / 1918u/ 0.03 /
1817o/ 0.00 / 1817u/ 0.03 / 1009o/ 0.00 /
1009u/ 0.01 / 0706o/ 0.00 / 0706u/ 0.01 /
0604o/ 0.00 / 0604u/ 0.02 / 0504o/ 0.00 /
0504u/ 0.01 / 0403o/ 0.00 / 0403u/ 0.02 /
0302o/ 0.00 / 0302u/ 0.07 / 14b14ao/ 0.00 /
14b14au/ 0.06 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.92/ 8.41 5047/ 3.61/ 3.61 4946/ 3.01/ 3.01/
5145/ 1.88/ 1.88 4440/ 8.01/ 6.00 4342/ 9.20/ 8.31/
4241/ 8.31/ 7.60 3736/ 7.00/ 5.52 3534/ 4.60/ 4.60/
3422/ 1.90/ 1.90 3130/ 7.50/ 5.70 3024/ 4.22/ 2.88/
3036/ 4.69/ 4.69 2827/ 8.31/ 6.70 2726/ 6.53/ 6.53/
2629/ 6.53/ 6.42 2930/ 6.42/ 5.63 2725/ 5.37/ 4.89/
2524/ 4.89/ 2.88 2422/ 2.62/ 1.90 L575/ 4.71/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.88/ 1.88 1716/ 1.80/ 1.50/
1615/ 1.50/ 1.42 1614A/ 1.78/ 1.87 4514B/ 1.88/ 1.88/
4515/ 2.52/ 1.42 1502/ 1.42/ 1.15 14A13/ 1.87/ 1.87/
1312/ 1.87/ 1.69 1211/ 1.69/ 1.37 1103/ 1.37/ 1.15/
0912/ 1.69/ 1.69 0908/ 2.51/ 2.02 0811/ 1.37/ 1.37/
0804/ 2.02/ 1.73 0201/ 1.15/ 1.02 50b50/ 5.70/ 5.70/
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.72/ 1.87/
51b48/ 3.83/ 3.62 5352o/ 6.12/ 6.12 5352u/ 7.42/ 6.12/
5238o/ 5.02/ 5.02 5238u/ 6.12/ 5.02 3851o/ 3.83/ 3.83/
3851u/ 5.02/ 3.83 5049u/ 5.71/ 5.00 4948u/ 4.01/ 3.62/
4845o/ 2.52/ 2.52 4845u/ 3.62/ 2.52 4746o/ 3.01/ 3.01/
4746u/ 3.61/ 3.01 4645o/ 2.52/ 2.52 4645u/ 3.01/ 2.52/
4140o/ 5.62/ 5.62 4140u/ 6.61/ 5.62 4038o/ 5.02/ 5.02/
4038u/ 5.62/ 5.02 3938o/ 5.02/ 5.02 3938u/ 6.01/ 5.02/
3836o/ 4.69/ 4.69 3836u/ 5.02/ 4.69 3635o/ 4.69/ 4.69/
3635u/ 4.69/ 4.69 3533o/ 2.72/ 2.72 3533u/ 4.69/ 3.99/
2217o/ 1.80/ 1.80 2217u/ 1.90/ 1.80 2019o/ 4.53/ 4.53/
2019u/ 6.02/ 4.53 1918o/ 1.95/ 1.95 1918u/ 4.53/ 1.95/
1817o/ 1.80/ 1.80 1817u/ 1.95/ 1.80 1009o/ 2.51/ 2.51/
1009u/ 3.61/ 2.51 0706o/ 3.52/ 3.52 0706u/ 4.01/ 3.52/
0604o/ 1.73/ 1.73 0604u/ 3.52/ 1.73 0504o/ 1.73/ 1.73/
0504u/ 3.31/ 1.73 0403o/ 1.15/ 1.15 0403u/ 1.73/ 1.15/
0302o/ 1.15/ 1.15 0302u/ 1.15/ 1.15 14b14ao/ 1.87/ 1.87/
14b14au/ 1.88/ 1.87
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 1440
Total number of passes in the simulation........ 5343
Total number of time steps during simulation.... 4916
Ratio of actual # of time steps / NTCYC......... 3.414
Average number of iterations per time step...... 1.087
Average time step size(seconds)................ 1.465
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 1.795
Average minimum implicit time step (sec)........ 1.690
Average minimum junction time step (sec)........ 1.690
Average Courant Factor Tf....................... 1.690
Number of times omega reduced................... 55
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N54 0 1.11 5476 0 6 0 0 0
N53 0 1.24 6112 0 8 0 0 0
N52 0 1.33 6547 1 21 2 0 0
N38 0 1.77 8684 0 9 0 0 0
N51B 0 1.18 5815 1 13 2 0 0
N48 0 1.15 5673 0 6 0 0 0
N50B 0 1.14 5620 0 5 0 0 0
N49B 0 1.17 5755 1 14 1 0 0
N47 0 1.36 6704 0 13 1 0 0
N46 0 1.46 7190 1 6 0 0 0
N45 0 1.53 7508 1 11 1 0 0
N43 0 1.13 5542 0 5 0 0 0
N42 0 1.20 5923 4 7 0 0 0
N41 0 1.43 7045 3 8 0 0 0
N44 0 1.25 6138 5 14 27 0 0
N40 0 1.64 8074 0 11 32 0 0
N39 0 1.11 5448 0 17 1 0 0
N37 0 1.14 5590 0 5 0 0 0
N36 0 1.64 8069 2 16 1 0 0
N35 0 1.77 8725 0 12 1 0 0
N34 0 1.55 7624 1 19 1 0 0
N33 0 1.18 5824 0 17 1 0 0
N31 0 1.20 5883 0 9 0 0 0
N30 0 1.65 8106 0 15 3 0 0
N29 0 1.36 6693 0 6 0 0 0
N28 0 1.16 5716 0 7 0 0 0
N27 0 1.60 7857 2 26 1 1 0
N26 0 1.47 7212 0 7 0 0 0
N25 0 1.23 6048 0 10 1 0 0
N24 0 1.39 6842 0 9 0 0 0
N23 0 1.27 6260 0 7 0 0 0
N22 0 1.99 9765 11 11 2 0 0
N21 0 1.78 8745 1 21 1 0 0
N20 0 1.39 6854 2 26 2 1 0
N19 0 1.64 8067 2 21 3 0 0
N18 0 1.56 7680 0 8 0 0 0
N17 0 2.30 11316 2 20 1 0 0
N16 0 1.60 7870 1 10 2 0 0
N15 0 1.29 6329 0 7 0 0 0
N14B 0 1.95 9596 0 11 1 0 0
N14A 0 1.98 9721 1 16 5 0 0
N13 0 1.75 8613 0 7 0 0 0
N12 0 1.71 8383 0 7 0 0 0
N11 0 1.75 8607 0 11 1 0 0
N10 0 1.23 6061 1 10 1 0 0
N9 0 1.45 7106 0 6 0 0 0
N8 0 1.41 6915 1 10 1 0 0
N7 0 1.25 6157 1 17 1 0 0
N6 0 1.57 7696 2 16 1 0 0
N5 0 1.25 6139 1 13 1 0 0
N4 0 1.87 9189 0 8 0 0 0
N3 0 2.15 10565 1 7 0 0 0
N2 0 1.84 9066 0 6 0 0 0
N1 0 1.63 8032 6 19 3 0 0
N50 0 1.21 5924 0 7 0 0 0
N49 0 1.18 5783 0 5 0 0 0
N51 0 1.20 5887 0 7 0 0 0
Total number of iterations for all junctions.. 411769
Minimum number of possible iterations......... 280212
Efficiency of the simulation.................. 1.47
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 9.0876 0 25 0.0000 0.9124 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.5355 0 25 0.0000 1.4645 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.2521 0 25 0.0000 2.7479 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.1706 0 25 0.0000 3.8294 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0254 0 25 0.0000 4.9746 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6093 0 26 0.0000 5.3907 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.9215 0 25 0.0000 4.0785 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2227 0 25 0.0000 4.7773 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6795 0 25 0.0000 5.3205 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1000 0 26 0.0000 5.9000 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6483 0 27 0.0000 6.3517 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2889 0 25 0.0000 0.7111 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.4191 0 25 0.0000 1.5809 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 7.6863 0 25 0.0000 2.3137 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.0997 0 22 0.0000 1.9003 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.7143 0 25 0.0000 3.2857 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0332 0 25 0.0000 2.9668 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0770 0 25 0.0000 2.9230 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.0000 5.8066 0 26 0.0000 4.1934 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.8500 5.1444 0 26 0.0000 4.8556 560.6584 0.0000 0.0000 0.0000
N34 10.0000 5.0000 4.8643 0 27 0.0000 5.1357 1.0000 0.0000 0.0000 0.0000
N33 10.0000 5.4800 4.4727 0 27 0.0000 5.5273 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5291 0 25 0.0000 2.4709 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8403 0 26 0.0000 4.1597 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5705 0 25 0.0000 3.4295 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3926 0 25 0.0000 1.6074 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7599 0 25 0.0000 3.2401 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7624 0 25 0.0000 3.2376 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7395 0 26 0.4945 4.2605 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.2167 0 26 0.9067 5.7833 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8374 0 25 0.0000 5.1626 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.6759 0 27 0.0000 6.3241 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.2493 0 27 0.0000 6.7507 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0443 0 25 0.0000 2.9557 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.1162 0 25 0.0000 3.8838 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2791 0 27 0.0000 6.7209 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.2491 0 27 0.0000 6.7509 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.2493 0 27 0.8493 6.7507 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.6052 0 29 0.5702 7.3948 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1337 0 27 0.0000 6.8663 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 3.0055 0 28 0.0000 6.9945 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.7781 0 28 0.0000 7.2219 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.6817 0 29 0.0000 7.3183 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.4623 0 30 0.0000 7.5377 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6295 0 25 0.0000 5.3705 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5364 0 25 0.0000 6.4636 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0599 0 25 0.0000 6.9401 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0444 0 25 0.0000 4.9556 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5875 0 25 0.0000 5.4125 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3373 0 25 0.0000 5.6627 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8983 0 25 0.0000 7.1017 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.1246 0 31 0.0000 7.8754 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 2.1038 0 31 0.0000 7.8962 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.9839 0 31 0.0000 8.0161 1.0000 0.0000 0.0000 0.0000
N50 10.0000 6.1000 5.7279 0 25 0.0000 4.2721 1.0000 0.0000 0.0000 0.0000
N49 10.0000 5.4000 5.0325 0 25 0.0000 4.9675 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8292 0 25 0.0000 5.1708 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 0.1763 0 25 0.5461 0 25 0.1720 9.0876 8.5355 .4690 .3388
5047 2.8812 1.4600 200.0000 0.1097 0 25 0.3300 0 15 0.0381 5.7279 4.6795 .1396 .3975
4946 2.4313 1.2321 200.0000 0.1193 0 25 0.3246 0 14 0.0491 5.0325 4.1000 .1625 .5001
5145 3.5733 1.8108 200.0000 0.1465 0 25 0.4521 0 14 0.0410 4.8292 3.1337 .1458 .6685
4440 10.0429 4.8092 400.0000 0.8871 0 23 1.0857 0 8 0.0883 8.0996 6.7143 .2490 1.785 *
4342 9.2249 4.4176 400.0000 0.1769 0 25 0.9875 0 25 0.0192 9.2889 8.4191 .2224 .2978
4241 8.1356 3.8959 400.0000 0.3422 0 25 1.4566 0 25 0.0421 8.4191 7.7186 .2978 .2964
3736 14.9983 3.6090 400.0000 0.1881 0 25 0.6274 0 7 0.0125 7.0770 5.8066 .1925 .7165
3534 3.6191 1.0570 200.0000 1.8154 0 26 0.8409 0 27 0.5016 5.1444 4.9056 .7219 .5281
3422 4.5448 1.1500 400.0000 1.7922 0 27 0.8549 0 27 0.3944 4.8643 4.3503 .6606 .3757
3130 13.5508 2.2744 300.0000 0.2820 0 25 0.4143 0 13 0.0208 7.5291 5.8403 .0972 .4677
3024 0.4621 2.9058 450.0000 0.4320 0 11 2.7672 0 11 0.9347 5.8403 4.2167 3.645 3.014
3036 6.7857 1.4251 400.0000 1.1597 0 26 0.5849 0 26 0.1709 5.8403 5.8066 .5508 .7165
2827 15.5945 3.7524 400.0000 0.3246 0 25 1.1397 0 25 0.0208 8.3926 6.7921 .2315 .2304
2726 18.5574 3.1124 300.0000 0.6968 0 24 0.2383 0 24 0.0375 6.7599 6.7624 .1997 .8747
2629 2.4524 0.5150 400.0000 0.6745 0 25 0.4221 0 25 0.2750 6.7624 6.5705 .6560 .4261
2930 11.6053 2.4373 400.0000 1.1617 0 25 1.0849 0 15 0.1001 6.5705 5.8403 .4261 .5508
2725 0.2218 2.0080 375.0000 0.2599 0 10 2.3522 0 10 1.1720 6.7599 5.7395 3.759 2.318
2524 0.2779 2.5163 375.0000 0.2583 0 11 2.4564 0 9 0.9296 5.7395 4.2167 2.318 3.617
2422 0.8401 2.9711 600.0000 0.6359 0 11 2.2354 0 11 0.7570 4.2167 3.6759 2.711 3.026
L575 4.4056 1.1111 300.0000 0.5139 0 25 0.4992 0 15 0.1167 4.8374 3.6759 .4581 .9196
2117 10.3655 2.0976 500.0000 0.2686 0 24 0.4752 0 13 0.0259 3.2493 3.2491 .4986 .5981
1714B 8.1188 0.9553 500.0000 2.8477 0 27 0.7258 0 28 0.3507 3.2491 3.1337 .6981 .5674
1716 3.1532 3.6415 1050.000 2.0672 0 15 2.3714 0 15 0.6556 3.2491 3.2493 1.427 1.808
1615 0.7725 1.7486 750.0000 1.2229 0 15 2.7521 0 15 1.5831 3.2489 2.6052 2.545 1.860
1614A 0.7872 1.7819 750.0000 0.8451 0 15 1.9056 0 15 1.0735 3.2489 3.0054 2.131 1.873
4514B 28.0567 3.5017 450.0000 0.6198 0 27 0.9130 0 12 0.0221 3.6483 3.1337 .3296 .6304
4515 0.1942 2.7467 300.0000 0.1738 0 8 2.4312 0 8 0.8954 3.6483 2.6052 3.827 4.650
1502 0.6052 1.1322 825.0000 1.3721 0 15 2.7499 0 14 2.2671 2.6052 2.1038 1.691 1.277
14A13 16.6072 0.8411 1700.000 -4.9775 0 28 -0.6888 0 27 -0.2997 3.0055 2.7781 .6738 .6930
1312 15.7543 0.6101 1400.000 4.9535 0 28 0.5708 0 25 0.3144 2.7781 2.6817 .6558 .7155
1211 22.0747 0.6694 1700.000 4.9025 0 29 0.4260 0 29 0.2221 2.6817 2.4623 .5892 .6602
1103 34.9730 0.7240 2000.000 5.3367 0 30 0.4601 0 30 0.1526 2.4623 2.1246 .5612 .5123
0912 7.4604 1.8954 400.0000 0.1431 0 25 0.0727 0 25 0.0192 3.5364 2.6817 .0910 1.704 *
0908 0.1628 1.4741 375.0000 0.1337 0 12 1.1978 0 12 0.8213 3.5364 3.0599 2.763 2.826
0811 6.0914 1.5476 400.0000 0.2673 0 25 0.3889 0 16 0.0439 3.0599 2.4623 .1497 1.155 *
0804 0.2208 1.3886 450.0000 0.2329 0 12 1.4547 0 12 1.0544 3.0599 2.8983 2.355 2.662
0201 142.3584 2.9703 2000.000 7.9461 0 31 1.3663 0 53 0.0558 2.1038 1.9839 .5269 .5269
50b50 13.6470 6.9913 400.0000 0.1123 0 25 0.9621 0 22 0.0082 5.9215 5.7279 .0537 .0698
49b40 13.6470 6.9913 400.0000 0.1225 0 25 0.9570 0 22 0.0090 5.2227 5.0325 .0567 .0812
51b50 13.6470 6.9913 400.0000 0.1480 0 25 1.1369 0 25 0.0108 5.0254 4.8292 .0635 .0729
L610 0.9764 2.2101 750.0000 0.8659 0 27 1.9451 0 27 0.8869 4.4726 3.0054 2.496 1.873
51b48 0.0407 1.0234 225.0000 0.0677 0 6 1.6792 0 6 1.6636 5.0254 4.6093 5.446 4.485
5352o 1.1925 2.1371 300.0000 0.3401 0 25 1.3011 0 25 0.2852 8.5355 7.2521 .4517 .5068
5352u 0.0273 1.5423 150.0000 0.0364 1 4 2.0907 1 4 1.3367 8.5355 7.2521 7.570 7.680
5238o 1.6591 2.2063 400.0000 0.3652 0 25 1.2467 0 25 0.2201 7.2521 6.1706 .3801 .4265
5238u 0.0735 1.8497 225.0000 0.0728 0 8 1.7941 0 8 0.9903 7.2521 6.1706 5.120 5.202
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1706 5.0254 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0622 0 25 1.5226 0 25 0.9373 6.1706 5.0254 5.202 5.446
5049u 0.0573 1.4423 225.0000 0.0548 0 12 1.4143 0 7 0.9550 5.9215 5.2227 .9844 .9896
4948u 0.0590 1.4830 225.0000 0.0697 0 24 1.7100 0 7 1.1825 5.2227 4.6093 5.434 4.485
4845o 2.5500 1.2922 200.0000 0.0155 0 26 0.1221 0 7 0.0061 4.6093 3.6483 .0463 .7416
4845u 0.1309 1.8523 300.0000 0.1162 0 7 1.6260 0 7 0.8872 4.6093 3.6483 3.364 3.827
4746o 17.3588 2.8540 400.0000 0.1924 0 25 0.7314 0 25 0.0111 4.6795 4.1000 .1988 .2501
4746u 0.1498 2.1194 300.0000 0.1010 0 13 1.4071 0 13 0.6740 4.6795 4.1000 3.598 3.666
4645o 15.8729 2.3953 400.0000 0.2830 0 26 0.5593 0 25 0.0178 4.1000 3.6483 .2500 .3708
4645u 0.1105 1.5637 300.0000 0.0982 0 24 1.3658 0 24 0.8884 4.1000 3.6483 3.666 3.827
4140o 7.7278 3.7006 400.0000 0.1368 0 25 0.8321 0 24 0.0177 7.6863 6.7143 .2157 .2857
4140u 0.3099 2.8063 375.0000 0.2235 0 13 2.0055 0 13 0.7213 7.6863 6.7143 2.896 2.971
4038o 9.0986 2.1894 400.0000 0.3342 0 25 0.5266 0 23 0.0367 6.7143 6.1706 .2857 .4265
4038u 0.2678 1.6839 450.0000 0.2375 0 23 1.4790 0 23 0.8867 6.7143 6.1706 2.476 2.601
3938o 6.1031 3.1256 400.0000 0.1033 0 25 0.3879 0 11 0.0169 7.0332 6.1706 .0830 .4265
3938u 0.0261 1.4762 150.0000 0.0245 0 8 1.3420 0 8 0.9394 7.0332 6.1706 6.888 7.804
3836o 9.9729 2.0945 400.0000 0.9677 0 25 0.5899 0 24 0.0970 6.1706 5.8066 .4265 .7165
3836u 0.3282 2.0635 450.0000 0.2594 0 13 1.6154 0 13 0.7904 6.1706 5.8066 2.601 2.970
3635o 16.4091 3.0559 400.0000 2.3766 0 26 1.1828 0 26 0.1448 5.8066 5.6565 .5165 .5164
3635u 0.5739 3.6087 450.0000 0.3977 0 13 2.6002 0 11 0.6929 5.8066 5.1444 2.970 2.543
3533o 2.6252 3.2815 800.0000 0.8148 0 26 2.8907 0 26 0.3104 5.1444 4.9587 .3555 .3484
3533u 0.0414 2.0715 100.0000 0.0674 0 32 3.2067 0 23 1.6270 5.1444 4.4727 11.44 5.726
2217o 14.0423 2.7133 500.0000 1.9295 0 27 1.0354 0 42 0.1374 3.6759 3.2491 .5518 .5981
2217u 0.6241 1.4127 750.0000 0.9674 0 12 2.1556 0 12 1.5500 3.6759 3.2491 2.421 1.998
2019o 11.6942 3.9474 300.0000 0.4932 0 25 0.7372 0 15 0.0422 7.0443 6.1162 .1476 .3873
2019u 0.6375 4.0085 450.0000 0.4188 0 37 2.6180 0 37 0.6569 7.0443 6.1162 2.320 3.591
1918o 18.5045 3.0423 400.0000 0.5340 0 25 0.3516 0 25 0.0289 6.1162 3.2791 .2905 .6978
1918u 0.9440 3.3387 600.0000 0.8523 0 24 2.9861 0 24 0.9029 6.1162 3.2791 2.693 2.298
1817o 9.1593 1.0777 500.0000 1.3701 0 27 0.5746 0 20 0.1496 3.2791 3.2491 .5582 .5981
1817u 0.5070 1.7932 600.0000 0.6836 0 11 2.4052 0 11 1.3484 3.2791 3.2491 2.298 2.498
1009o 8.3091 2.9879 300.0000 0.1041 0 25 0.5556 0 25 0.0125 4.6295 3.5364 .0983 .1213
1009u 0.2415 2.1864 375.0000 0.1844 0 23 1.6515 0 23 0.7637 4.6295 3.5364 2.745 2.763
0706o 7.2322 2.5978 300.0000 0.1761 0 25 0.4115 0 25 0.0243 5.0444 4.5875 .1481 .2916
0706u 0.1248 1.7661 300.0000 0.0879 0 11 1.2251 0 11 0.7041 5.0444 4.5875 3.481 3.624
0604o 9.6606 3.5635 300.0000 0.7724 0 25 1.1953 0 23 0.0800 4.5875 2.8983 .2916 .3277
0604u 0.3116 2.8210 375.0000 0.3047 0 45 2.7387 0 45 0.9781 4.5875 2.8983 2.899 3.195
0504o 8.6316 3.1352 300.0000 0.1544 0 25 0.5185 0 14 0.0179 4.3373 2.8983 .1243 .3277
0504u 0.1541 2.1802 300.0000 0.1353 0 12 1.8888 0 12 0.8778 4.3373 2.8983 3.457 3.994
0403o 9.0589 2.2976 400.0000 0.8597 0 25 0.9175 0 25 0.0949 2.8983 2.1246 .2457 .3114
0403u 1.9283 4.3647 750.0000 1.1899 0 15 2.8897 0 13 0.6171 2.8983 2.1246 1.597 1.366
0302o 2.9365 0.3241 300.0000 5.5707 0 31 0.6610 0 41 1.8970 2.1246 2.1038 1.015 .9794 *
0302u 3.2556 3.6173 600.0000 0.7902 0 49 0.8767 0 49 0.2427 2.1246 2.1038 1.707 1.756
14b14ao 75.9084 3.3944 500.0000 3.4775 0 27 0.3456 0 15 0.0458 3.1337 3.0054 .2874 1.010 *
14b14au 0.1270 1.7965 300.0000 0.1193 0 14 1.6592 0 14 0.9392 3.1337 3.0054 4.445 4.684
FREE # 1 Undefnd Undefnd Undefn 7.9462 0 31
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
5453 0.1667 6.7639 0.0000 113.0694 0.1060 0.3229 0.0882
5047 62.1389 22.4236 0.0000 35.4375 0.0505 0.5019 0.0117
4946 28.9722 29.1250 0.0000 61.9028 0.0613 0.6114 0.0128
5145 37.7639 34.1389 0.0000 48.0972 0.0714 0.7169 0.0159
4440 0.1667 54.8056 0.0000 65.0278 0.1454 1.0308 0.2205
4342 0.1667 119.8333 0.0000 0.0000 0.0512 0.1792 0.1027
4241 0.1667 0.0000 0.0000 119.8333 0.0601 0.2353 0.1729
3736 0.1667 57.0694 0.0000 62.7639 0.0936 1.2076 0.0335
3534 79.1667 0.0000 0.0000 40.8333 0.1249 2.1589 0.1051
3422 38.4139 0.0000 0.0000 81.5861 0.2043 2.0967 0.1772
3130 0.1667 29.4306 0.0000 90.4028 0.0774 1.5515 0.0152
3024 0.1667 39.5486 0.0000 80.2847 0.1330 0.1635 3.3569
3036 71.1181 34.1696 14.7123 0.0000 0.1262 1.9832 0.1482
2827 0.1667 0.0000 0.0000 119.8333 0.0455 0.2850 0.1052
2726 83.9792 36.0208 0.0000 0.0000 0.1477 2.9910 0.0375
2629 0.2500 119.7500 0.0000 0.0000 0.1133 1.5993 0.0913
2930 0.2500 26.6944 0.0000 93.0556 0.1002 1.1936 0.1908
2725 0.1667 119.8333 0.0000 0.0000 0.1082 0.1139 2.1879
2524 0.1667 39.7917 0.0000 80.0417 0.1119 0.1156 2.1354
2422 0.1667 119.8333 0.0000 0.0000 0.1679 0.2908 3.4634
L575 0.1667 31.8403 0.0000 87.9931 0.1132 2.0122 0.0580
2117 2.5208 33.9494 0.0000 83.5298 0.2583 2.6749 0.0276
1714B 76.0486 34.5139 9.4375 0.0000 0.1661 3.9244 0.2296
1716 0.1667 116.8333 0.0000 3.0000 0.2938 0.8902 3.6025
1615 0.1667 119.8333 0.0000 0.0000 0.2275 0.4522 4.2121
1614A 2.8889 64.0694 53.0417 0.0000 0.2280 0.4626 2.3039
4514B 66.5833 44.0903 0.0000 9.3264 0.1027 2.1083 0.0741
4515 0.1667 119.8333 0.0000 0.0000 0.0857 0.0728 2.4513
1502 0.1667 119.8333 0.0000 0.0000 0.2366 0.5473 2.8614
14A13 7.1667 112.8333 0.0000 0.0000 0.3896 7.2327 0.7993
1312 7.1667 112.8333 0.0000 0.0000 0.3237 9.1878 0.5251
1211 7.5556 112.4444 0.0000 0.0000 0.5113 11.5845 0.4500
1103 0.1667 119.8333 0.0000 0.0000 0.3473 11.6002 0.4938
0912 95.7199 24.2801 0.0000 0.0000 0.1869 1.9674 0.0228
0908 0.1667 119.8333 0.0000 0.0000 0.1049 0.1137 1.2394
0811 91.6458 23.9653 0.0000 4.3889 0.1964 2.0626 0.0293
0804 0.1667 119.8333 0.0000 0.0000 0.1295 0.1634 1.3212
0201 0.1667 119.8333 0.0000 0.0000 0.3533 10.2299 0.8724
50b50 93.0754 26.9246 0.0000 0.0000 0.0241 0.1171 0.0237
49b40 81.5069 38.4931 0.0000 0.0000 0.0268 0.1301 0.0260
51b50 65.0625 54.9375 0.0000 0.0000 0.0268 0.1302 0.0310
L610 2.8889 117.1111 0.0000 0.0000 0.2099 0.4543 3.1801
51b48 0.1667 119.8333 0.0000 0.0000 0.0647 0.0410 1.4665
5352o 63.1319 25.1528 0.0000 31.7153 0.1249 0.2614 0.1870
5352u 0.1667 119.8333 0.0000 0.0000 0.0454 0.0184 1.7362
5238o 71.2292 44.0069 0.0000 4.7639 0.1379 0.2934 0.2004
5238u 0.1667 119.8333 0.0000 0.0000 0.0630 0.0411 2.0206
3851o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3851u 0.1667 119.8333 0.0000 0.0000 0.0629 0.0411 1.8216
5049u 2.9444 40.3056 0.0000 76.7500 0.0682 0.0396 0.3022
4948u 0.2500 119.7500 0.0000 0.0000 0.0657 0.0410 1.9081
4845o 76.1875 43.6458 0.0000 0.1667 0.0701 0.7073 0.0017
4845u 0.1667 119.8333 0.0000 0.0000 0.0909 0.0740 1.5382
4746o 97.2708 22.7292 0.0000 0.0000 0.0434 0.2688 0.0643
4746u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0728 1.5181
4645o 90.4667 29.5333 0.0000 0.0000 0.0547 0.5462 0.0670
4645u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.5229
4140o 104.5486 12.1458 0.0000 3.3056 0.0487 0.1654 0.0829
4140u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1140 2.0058
4038o 92.5694 27.4306 0.0000 0.0000 0.0710 0.6449 0.0736
4038u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 1.6771
3938o 76.8194 40.5833 0.0000 2.5972 0.0896 0.4561 0.0229
3938u 0.2500 119.7500 0.0000 0.0000 0.0427 0.0184 1.2992
3836o 71.9931 48.0069 0.0000 0.0000 0.1141 1.6570 0.1337
3836u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 1.9139
3635o 66.2500 0.0000 0.0000 53.7500 0.1267 2.0093 0.2443
3635u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 2.2545
3533o 56.5278 0.0000 0.0000 63.4722 0.1802 0.2819 0.8139
3533u 0.5000 9.2917 0.0000 110.2083 0.0396 0.0214 2.1331
2217o 85.5069 23.0347 0.0000 11.4583 0.1296 1.9692 0.2818
2217u 0.1667 119.8333 0.0000 0.0000 0.2268 0.4529 3.3602
2019o 96.4097 20.3958 0.0000 3.1944 0.0749 0.7487 0.0525
2019u 0.1667 119.8333 0.0000 0.0000 0.1352 0.1659 2.6295
1918o 97.3333 22.6667 0.0000 0.0000 0.0884 1.5885 0.0675
1918u 0.1667 119.8333 0.0000 0.0000 0.1679 0.2912 4.4558
1817o 82.5042 22.5000 0.0000 14.9958 0.1403 3.1879 0.1249
1817u 0.1667 119.8333 0.0000 0.0000 0.1825 0.2942 2.2922
1009o 107.1736 12.8264 0.0000 0.0000 0.0285 0.1878 0.0181
1009u 0.1667 119.8333 0.0000 0.0000 0.1099 0.1139 1.7037
0706o 90.5000 29.5000 0.0000 0.0000 0.0511 0.4283 0.0271
0706u 0.1667 119.8333 0.0000 0.0000 0.0889 0.0728 1.2533
0604o 84.9196 5.9722 0.0000 29.1081 0.0707 0.6656 0.1076
0604u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1135 2.7364
0504o 95.8839 21.9286 0.0000 2.1875 0.0513 0.4448 0.0235
0504u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0730 1.8811
0403o 96.6528 10.2778 0.0000 13.0694 0.0941 0.9403 0.0873
0403u 0.1667 119.8333 0.0000 0.0000 0.2199 0.4567 2.5875
0302o 84.6042 22.9792 0.0000 12.4167 0.1675 8.9208 0.1868
0302u 0.1667 119.8333 0.0000 0.0000 0.3110 0.9868 0.6904
14b14ao 83.2917 36.7083 0.0000 0.0000 0.2171 11.7946 0.0956
14b14au 6.7292 113.2708 0.0000 0.0000 0.0839 0.0727 1.8312
*===========================================*
| 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 0.0359 258.4967 0.0004 0.9988 0.3744 0.0408 0.1038 3.0232
5047 0.0103 73.8304 0.0003 0.5584 0.4328 0.0063 0.0625 0.0350
4946 0.0170 122.3387 0.0003 0.8021 0.5507 0.0119 0.1176 0.0350
5145 0.0290 208.7692 0.0003 0.7376 0.5390 0.0186 0.1855 0.0350
4440 0.0457 328.8720 0.0074 0.9988 0.7015 0.0677 0.4534 1.2093
4342 0.0351 252.4534 0.0006 0.9988 0.8898 0.0222 0.0503 1.2093
4241 0.0674 485.4068 0.0010 0.9988 1.1449 0.0255 0.0659 1.2093
3736 0.0375 269.7580 0.0006 0.9988 0.5776 0.0313 0.2812 1.3436
3534 0.2027 1459.4419 0.0044 0.4015 0.3008 0.0216 0.3703 0.0450
3422 0.2037 1466.3904 0.0042 0.7152 0.4674 0.0377 0.3809 0.0450
3130 0.0556 400.2124 0.0009 0.9988 0.9593 0.0161 0.3206 2.3514
3024 0.1538 1107.0911 0.0011 0.9988 1.2679 0.0777 0.0806 0.8734
3036 0.1418 1021.1165 0.0025 0.4738 0.1051 0.0366 0.3752 0.0204
2827 0.0644 463.9043 0.0009 0.9988 1.0658 0.0196 0.0795 1.3436
2726 0.0791 569.4907 0.0026 0.3468 0.0932 0.0571 0.6284 0.0200
2629 0.0903 650.0816 0.0015 0.9988 0.1931 0.0399 0.3278 2.3514
2930 0.1976 1422.5571 0.0022 0.9988 0.7605 0.0363 0.2563 1.3436
2725 0.0995 716.3835 0.0007 0.9988 1.0384 0.0675 0.0616 0.8734
2524 0.0992 714.3021 0.0008 0.9965 1.3016 0.0652 0.0566 0.0134
2422 0.2537 1826.5055 0.0021 0.9988 0.8209 0.1073 0.1558 0.8734
L575 0.0995 716.4346 0.0016 0.9988 0.3889 0.0366 0.4331 3.0232
2117 0.0558 401.6146 0.0015 0.9874 0.7488 0.0552 0.5613 0.0200
1714B 0.3034 2184.6164 0.0065 0.4203 0.0778 0.0397 0.7392 0.0215
1716 0.7687 5534.5349 0.0063 0.9988 0.6408 0.1902 0.4746 0.8734
1615 0.5742 4134.2116 0.0037 0.9988 0.6478 0.1685 0.3162 0.8734
1614A 0.1946 1400.9868 0.0037 0.9845 0.1977 0.1611 0.2934 0.0130
4514B 0.1189 856.2318 0.0022 0.5140 0.2134 0.0309 0.4944 0.0217
4515 0.0870 626.2093 0.0007 0.9988 0.6991 0.0666 0.0557 0.8734
1502 0.6606 4756.2716 0.0037 0.9988 0.8925 0.1773 0.3394 0.8734
14A13 -0.8971 -6459.009 0.0127 0.9614 0.0004 0.2235 2.0306 0.1223
1312 0.8994 6475.7627 0.0117 0.9607 0.1294 0.1535 2.2587 0.1159
1211 0.9043 6511.0828 0.0121 0.9589 0.0838 0.2042 3.3258 0.1232
1103 1.0692 7698.0429 0.0134 0.9988 0.1190 0.2009 3.2029 8.3976
0912 0.0111 79.7732 0.0003 0.2225 0.0149 0.0689 0.7209 0.0450
0908 0.0469 337.3483 0.0004 0.9988 0.6001 0.0614 0.0524 0.9405
0811 0.0317 228.2335 0.0006 0.2655 0.0642 0.0495 0.5140 0.0450
0804 0.0684 492.8061 0.0008 0.9988 0.5316 0.0781 0.0833 0.8734
0201 2.2449 16163.395 0.0213 0.9988 0.4467 0.2144 2.8345 2.6874
50b50 0.0105 75.4954 0.0004 0.2557 0.4796 0.0037 0.0179 0.0100
49b40 0.0172 123.6126 0.0004 0.3651 0.6434 0.0068 0.0282 0.0100
51b50 0.0293 211.0801 0.0005 0.5264 1.0621 0.0086 0.0403 0.0100
L610 0.2493 1795.0543 0.0020 0.9843 0.4689 0.1481 0.2457 0.0130
51b48 0.0296 213.2046 0.0003 0.9988 0.6791 0.0465 0.0278 0.9405
5352o 0.0582 419.3371 0.0010 0.5470 0.5881 0.0341 0.0673 0.0350
5352u 0.0172 123.4929 0.0001 0.9988 1.0768 0.0310 0.0123 0.9405
5238o 0.0527 379.6072 0.0011 0.4699 0.3791 0.0352 0.0708 0.0350
5238u 0.0368 264.6298 0.0002 0.9988 0.9718 0.0427 0.0253 0.8734
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0034 0.0063 0.0350
3851u 0.0331 238.2932 0.0002 0.9988 0.6866 0.0455 0.0273 0.8734
5049u 0.0213 153.2427 0.0002 0.9843 1.1115 0.0384 0.0180 0.0140
4948u 0.0310 222.9322 0.0002 0.9988 0.5385 0.0407 0.0249 0.9405
4845o 0.0041 29.8549 0.0000 0.4192 0.0417 0.0209 0.2086 0.0350
4845u 0.0565 406.7650 0.0004 0.9988 0.8520 0.0566 0.0453 0.8734
4746o 0.0100 72.2848 0.0006 0.2075 0.1025 0.0058 0.0253 0.0210
4746u 0.0623 448.3946 0.0003 0.9988 0.8497 0.0472 0.0349 0.8734
4645o 0.0236 169.7991 0.0008 0.2760 0.0925 0.0133 0.0882 0.0210
4645u 0.0664 477.9207 0.0003 0.9988 0.4289 0.0533 0.0433 0.9405
4140o 0.0056 40.0790 0.0005 0.1349 0.0809 0.0056 0.0141 0.0184
4140u 0.0619 445.7298 0.0007 0.9988 0.8631 0.0586 0.0530 0.8734
4038o 0.0268 193.1449 0.0006 0.2632 0.0803 0.0150 0.1006 0.0185
4038u 0.1016 731.4322 0.0006 0.9988 0.6186 0.0753 0.0929 0.8734
3938o 0.0135 97.5217 0.0002 0.4135 0.1401 0.0230 0.1148 0.0250
3938u 0.0109 78.4326 0.0001 0.9988 0.4931 0.0282 0.0114 0.8062
3836o 0.1304 938.6984 0.0028 0.4666 0.1558 0.0338 0.3483 0.0204
3836u 0.1224 881.4729 0.0011 0.9988 0.3402 0.0951 0.1173 0.8734
3635o 0.3300 2375.8054 0.0073 0.5183 0.4841 0.0326 0.3676 0.0211
3635u 0.1492 1074.5867 0.0011 0.9988 0.4931 0.1134 0.1466 0.9405
3533o 0.1972 1419.6284 0.0021 0.5374 1.0790 0.0680 0.0942 0.0150
3533u 0.0521 375.0435 0.0001 0.9976 2.7108 0.0330 0.0194 0.0459
2217o 0.2085 1501.0052 0.0051 0.3269 0.2107 0.0247 0.2631 0.0216
2217u 0.3863 2781.1925 0.0028 0.9988 0.6304 0.1374 0.2449 0.8734
2019o 0.0458 329.7721 0.0016 0.2177 0.2510 0.0087 0.0867 0.0200
2019u 0.1300 936.1106 0.0011 0.9988 1.6128 0.0778 0.0712 0.8734
1918o 0.0294 211.3941 0.0020 0.2055 0.0264 0.0177 0.2811 0.0208
1918u 0.2875 2070.2751 0.0026 0.9988 1.0912 0.1059 0.1379 0.8734
1817o 0.2291 1649.3143 0.0032 0.3592 0.1366 0.0317 0.5436 0.0212
1817u 0.1687 1214.3375 0.0027 0.9988 0.6564 0.1152 0.1648 0.8734
1009o 0.0042 30.0915 0.0004 0.1088 0.0809 0.0025 0.0152 0.0210
1009u 0.0537 386.9417 0.0005 0.9988 1.0163 0.0554 0.0434 0.9405
0706o 0.0175 125.7192 0.0006 0.2801 0.1522 0.0091 0.0658 0.0211
0706u 0.0349 251.0881 0.0003 0.9988 0.6378 0.0523 0.0363 0.8734
0604o 0.0915 659.1079 0.0020 0.3369 0.4531 0.0131 0.1013 0.0209
0604u 0.1264 910.4167 0.0010 0.9988 1.3844 0.0685 0.0608 0.8734
0504o 0.0121 87.0460 0.0006 0.2191 0.1389 0.0060 0.0437 0.0209
0504u 0.0441 317.2222 0.0004 0.9988 0.7499 0.0517 0.0359 0.8734
0403o 0.0594 427.9970 0.0024 0.2160 0.1527 0.0136 0.1354 0.0450
0403u 0.3930 2829.4394 0.0030 0.9988 1.0004 0.1305 0.2216 0.8734
0302o 0.7531 5421.9981 0.0124 0.3424 0.1574 0.0362 1.4362 0.0270
0302u 0.7743 5575.2998 0.0030 0.9988 0.1681 0.1802 0.5643 0.4703
14b14ao 0.4149 2987.4802 0.0092 0.3499 0.0679 0.0418 2.1093 0.0350
14b14au 0.0391 281.8283 0.0005 0.9648 0.2015 0.0702 0.0586 0.0140
FREE # 1 2.2452 16165.083
*===============================================================*
| 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 0.1762 0.0000 0.5422 0.1234 0.1666 9.0874 8.5355 Max Flow
5047 0.1096 0.0000 0.1471 0.0233 0.0277 5.7279 4.6795 Max Flow
4946 0.1192 0.0000 0.1185 0.0247 0.0325 5.0325 4.0975 Max Flow
5145 0.1463 0.0000 0.0926 0.0282 0.0290 4.8292 3.1227 Max Flow
4440 0.5640 0.0000 0.0847 0.1918 0.1404 8.0961 6.7046 Max Flow
4342 0.1769 0.0000 0.3991 0.1174 0.0886 9.2889 8.4191 Max Flow
4241 0.3418 0.0000 0.7024 0.1531 0.1185 8.4189 7.7185 Max Flow
3736 0.1880 0.0000 0.0129 0.0914 0.0767 7.0770 5.8002 Max Flow
3534 1.8151 0.0000 0.2295 0.1056 0.1322 5.1443 4.9056 Max Flow
3422 1.7918 0.0000 0.4918 0.1502 0.2265 4.8643 4.3502 Max Flow
3130 0.2818 0.0000 0.0729 0.0272 0.0287 7.5291 5.8343 Max Flow
3024 0.4205 1.1216 1.0880 0.4228 0.3370 5.6458 3.6122 Max Flow
3036 1.1593 0.0000 0.0469 0.1918 0.2169 5.8403 5.8064 Max Flow
2827 0.3244 0.0000 1.6018 0.1139 0.0921 8.3925 6.7921 Max Flow
2726 0.6844 0.0000 0.0029 0.0495 0.0408 6.7550 6.7600 Max Flow
2629 0.6745 0.0000 0.1791 0.1502 0.2521 6.7624 6.5704 Max Flow
2930 1.1616 0.0000 0.4283 0.1919 0.1703 6.5704 5.8376 Max Flow
2725 0.2599 0.8536 0.6071 0.3504 0.3750 6.7067 5.2302 Max Flow
2524 0.2583 0.4851 1.5513 0.3500 0.2861 5.2896 3.2205 Max Flow
2422 0.6172 0.2512 0.3892 0.5086 0.3824 3.7217 3.1333 Max Flow
L575 0.5138 0.0000 0.1557 0.1169 0.1373 4.8374 3.6631 Max Flow
2117 0.2684 0.0000 0.0004 0.0422 0.0538 3.2159 3.2161 Max Flow
1714B 2.8477 0.0000 0.0994 0.2627 0.3610 3.2490 3.1337 Max Flow
1716 2.0663 -0.1784 0.1693 0.8175 0.6201 3.0533 3.0590 Max Flow
1615 1.2229 0.4306 0.3220 0.6664 0.7500 3.0590 2.3029 Max Flow
1614A 0.8449 0.4138 0.0572 0.5697 0.6894 3.0431 2.5709 Max Flow
4514B 0.6196 0.0000 0.0336 0.1530 0.1479 3.6483 3.1326 Max Flow
4515 0.1738 0.6510 1.0104 1.0163 0.2217 3.5163 1.8491 Max Flow
1502 1.3721 -0.2114 0.8081 0.7001 0.8250 2.2980 1.7317 Max Flow
14A13 0.0008 0.0000 0.0001 0.0042 0.0180 1.9021 1.9017 Max Flow
1312 4.9533 0.0000 0.1106 0.6117 0.8929 2.7771 2.6727 Max Flow
1211 4.9022 0.0000 0.2285 0.5699 0.9681 2.6816 2.4570 Max Flow
1103 5.3362 0.0000 0.3267 0.6492 1.1271 2.4623 2.1243 Max Flow
0912 0.1430 0.0000 0.0055 0.0274 0.0360 3.5364 2.5787 Max Flow
0908 0.1337 0.1594 0.3301 0.2697 0.2588 3.5056 3.0161 Max Flow
0811 0.2673 0.0000 0.0221 0.0420 0.0596 3.0599 2.3516 Max Flow
0804 0.2319 0.1875 0.3266 0.3391 0.3937 3.0059 2.4659 Max Flow
0201 7.9461 0.0000 0.1200 0.8326 1.0539 2.1038 1.9839 Max Flow
50b50 0.1122 0.0000 0.1319 0.0378 0.0207 5.9215 5.7279 Max Flow
49b40 0.1225 0.0000 0.1108 0.0401 0.0218 5.2227 5.0325 Max Flow
51b50 0.1479 0.0000 0.1613 0.0457 0.0245 5.0254 4.8292 Max Flow
L610 0.8659 0.6999 0.7745 0.5762 0.5499 4.4726 2.9963 Max Flow
51b48 0.0675 0.3288 0.5355 0.2072 0.2250 4.7963 3.9243 Max Flow
5352o 0.3401 0.0000 1.0960 0.1529 0.1354 8.5355 7.2520 Max Flow
5352u 0.0364 0.0806 2.0814 1.0063 0.1500 8.4063 6.2395 Max Flow
5238o 0.3651 0.0000 0.9377 0.1603 0.1519 7.2520 6.1694 Max Flow
5238u 0.0728 0.1500 1.0345 0.2105 0.1826 7.1064 5.9204 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0622 0.1482 0.9987 0.2019 0.1730 6.1701 5.0239 Max Flow
5049u 0.0548 0.1374 0.5610 0.1930 0.1761 5.9159 5.2174 Max Flow
4948u 0.0697 0.0802 0.5318 0.2086 0.2250 5.2225 4.6090 Max Flow
4845o 0.0155 0.0000 0.0012 0.0056 0.0090 4.6093 3.6483 Max Flow
4845u 0.1161 0.4558 0.8470 0.2606 0.2200 4.4959 3.1876 Max Flow
4746o 0.1922 0.0000 0.3494 0.0913 0.0794 4.6795 4.0975 Max Flow
4746u 0.1010 0.3279 0.2645 0.2460 0.1804 4.6103 4.0181 Max Flow
4645o 0.2829 0.0000 0.2387 0.1067 0.0998 4.1000 3.6453 Max Flow
4645u 0.0982 0.0816 0.3815 0.2430 0.2203 4.0920 3.6290 Max Flow
4140o 0.1366 0.0000 0.4757 0.1062 0.0859 7.6863 6.7135 Max Flow
4140u 0.2235 0.6739 0.5104 0.3367 0.2360 7.6078 6.4217 Max Flow
4038o 0.3317 0.0000 0.2009 0.1148 0.1138 6.7139 6.1686 Max Flow
4038u 0.2374 0.0928 0.4627 0.3430 0.3299 6.7072 6.1524 Max Flow
3938o 0.1032 0.0000 0.0324 0.0358 0.0330 7.0332 6.1686 Max Flow
3938u 0.0244 0.3093 0.8199 0.1381 0.1152 7.0057 5.8810 Max Flow
3836o 0.9675 0.0000 0.1138 0.1771 0.1705 6.1706 5.8052 Max Flow
3836u 0.2594 0.0953 0.3248 0.3577 0.3018 6.0836 5.6639 Max Flow
3635o 2.3760 0.1070 0.1501 0.2124 0.2065 5.8066 5.6565 Max Flow
3635u 0.3976 1.0334 0.2087 0.4179 0.2756 5.6802 4.4283 Max Flow
3533o 0.8147 -0.3320 0.1847 0.4074 0.2787 5.1444 4.9587 Max Flow
3533u 0.0674 0.8580 0.2309 1.1148 0.1000 5.1148 4.0158 Max Flow
2217o 1.9293 0.0000 0.3438 0.2736 0.2757 3.6759 3.2487 Max Flow
2217u 0.9600 0.2320 0.2497 0.6047 0.7500 3.1395 2.5724 Max Flow
2019o 0.4929 0.0000 0.1676 0.0635 0.0440 7.0443 6.1144 Max Flow
2019u 0.4155 1.1680 0.6309 0.4217 0.2648 6.9108 5.1557 Max Flow
1918o 0.5335 0.0000 0.1559 0.1365 0.1159 6.1162 3.2708 Max Flow
1918u 0.8523 0.7698 2.0797 0.5622 0.4465 6.1066 3.2548 Max Flow
1817o 1.3701 0.0000 0.0334 0.2053 0.2700 3.2789 3.2479 Max Flow
1817u 0.6738 0.2365 0.2536 0.5265 0.6000 2.9747 2.4600 Max Flow
1009o 0.1040 0.0000 0.8039 0.0332 0.0291 4.6295 3.5357 Max Flow
1009u 0.1844 0.4687 0.6276 0.3137 0.2455 4.6248 3.5284 Max Flow
0706o 0.1759 0.0000 0.1334 0.0463 0.0442 5.0444 4.5873 Max Flow
0706u 0.0879 0.2580 0.2405 0.2308 0.1858 5.0137 4.5154 Max Flow
0604o 0.7722 0.0000 1.4023 0.1103 0.0873 4.5875 2.8976 Max Flow
0604u 0.3046 0.5129 1.6949 1.0036 0.3000 4.5036 2.2929 Max Flow
0504o 0.1541 0.0000 0.1997 0.0425 0.0371 4.3372 2.8976 Max Flow
0504u 0.1351 0.5929 1.1967 0.2742 0.2179 4.3183 2.5373 Max Flow
0403o 0.8596 0.0000 0.8003 0.0921 0.0955 2.8983 2.0921 Max Flow
0403u 1.1898 0.8179 0.2162 0.6608 0.4262 2.8299 1.7567 Max Flow
0302o 5.5705 0.0000 0.0203 0.2125 0.3000 2.1245 2.1038 Max Flow
0302u 0.7898 0.0662 0.0029 0.3045 0.1834 1.8826 1.8135 Max Flow
14b14ao 3.4771 0.0000 0.0082 0.1588 0.1435 3.1337 3.0044 Max Flow
14b14au 0.1192 0.2957 0.1704 0.2634 0.2310 3.0204 2.5516 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 13.6667 106.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 16.1667 41.8333 62.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4946 25.0000 66.0000 29.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5145 23.6667 58.5000 37.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4440 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4241 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 11.8333 29.0000 79.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 10.3333 71.3333 38.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 12.1667 107.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 113.3333 0.0000 0.0000 0.0000 5.5000 0.0000 None
3036 0.0000 49.0000 71.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 104.1667 5.0000 0.0000 0.0000 10.8333 0.0000 None
2629 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 0.8333 39.3333 79.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 80.8333 12.3333 1.3333 3.6667 20.6667 0.0000 None
2524 0.1667 0.1667 119.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 77.8333 1.0000 0.0000 35.5000 4.5000 0.0000 None
L575 8.8333 111.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 16.5000 101.0000 2.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 44.0000 76.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 51.3333 18.8333 0.0000 36.0000 12.6667 0.0000 None
1615 0.3333 12.3333 0.6667 2.1667 51.5000 0.0000 53.0000 0.0000 None
1614A 0.1667 2.0000 0.0000 69.1667 38.1667 8.3333 2.1667 0.0000 None
4514B 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.6667 0.5000 103.8333 0.0000 0.0000 0.0000 15.0000 0.0000 None
1502 78.8333 15.8333 0.1667 0.0000 25.1667 0.0000 0.0000 0.0000 None
14A13 0.0000 112.8333 7.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 3.3333 109.5000 7.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 112.5000 7.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.1667 119.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 9.8333 95.6667 0.0000 14.5000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 83.6667 1.6667 0.0000 28.6667 4.8333 0.0000 None
0811 3.6667 14.6667 91.6667 0.0000 10.0000 0.0000 0.0000 0.0000 None
0804 0.0000 33.8333 35.1667 0.0000 20.6667 16.5000 13.8333 0.0000 None
0201 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
50b50 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
49b40 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
51b50 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L610 0.0000 0.0000 87.0000 0.0000 0.0000 0.0000 33.0000 0.0000 None
51b48 2.6667 0.8333 53.1667 0.0000 59.5000 0.0000 3.8333 0.0000 None
5352o 0.5000 8.1667 111.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.0000 1.1667 117.1667 0.0000 1.1667 0.0000 0.5000 0.0000 None
5238o 3.8333 19.8333 96.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.1667 1.0000 93.8333 0.0000 0.0000 0.0000 25.0000 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 64.0000 0.0000 0.0000 0.0000 54.8333 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 62.1667 0.5000 40.6667 14.5000 1.0000 0.0000 None
4845o 0.1667 43.5000 76.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 1.1667 97.5000 0.0000 0.0000 0.0000 21.3333 0.0000 None
4746o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.6667 0.5000 76.6667 0.5000 0.0000 30.1667 11.5000 0.0000 None
4645o 0.0000 6.3333 113.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 60.0000 2.8333 0.0000 55.0000 1.0000 0.0000 None
4140o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4140u 0.0000 1.1667 91.3333 0.0000 0.0000 0.0000 27.5000 0.0000 None
4038o 0.0000 22.1667 97.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038u 0.0000 1.1667 61.6667 12.8333 0.0000 40.3333 4.0000 0.0000 None
3938o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3938u 0.5000 0.6667 70.8333 3.6667 0.0000 5.5000 38.8333 0.0000 None
3836o 0.0000 13.6667 106.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 57.3333 1.6667 0.0000 57.6667 2.1667 0.0000 None
3635o 0.0000 0.0000 108.0000 0.0000 0.0000 0.0000 12.0000 0.0000 None
3635u 0.8333 0.3333 13.0000 51.1667 0.0000 51.5000 3.1667 0.0000 None
3533o 0.0000 0.0000 95.1667 0.0000 0.0000 0.0000 24.8333 0.0000 None
3533u 0.0000 0.5000 44.8333 0.0000 0.0000 7.3333 67.3333 0.0000 None
2217o 1.1667 13.3333 105.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 23.5000 57.6667 0.1667 0.0000 38.6667 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 96.3333 0.0000 0.0000 0.0000 22.6667 0.0000 None
1918o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.1667 1.0000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 8.1667 29.3333 82.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.8333 48.6667 4.8333 4.3333 35.5000 24.8333 0.0000 None
1009o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.6667 0.5000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 9.5000 110.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 82.3333 0.3333 0.0000 35.5000 0.6667 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.