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d1y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 21:07.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\eagill\Develop.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\Eagle\Flows.int
Input File to Layer # 2 C:\XPS\Eagle\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=5.0 5.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 76
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 91
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 91
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 649
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 52
Number of Storage junctions in Extran (NVSE)........ 0
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 0
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 76
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 91
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
EAGLE DRIVE
DEVELOPED CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 9.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 12
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 40.3000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
2 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
4 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
5 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
6 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
7 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
8 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
9 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
10 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
11 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
12 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
13 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
14 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
15 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
16 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
17 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
18 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
20 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
21 N52#1 N52 10.000 .28000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
22 N52#2 N52 10.000 .56000E-01 25.00 4.000 0.020 0.045 0.000 0.000 0.00
23 N44#1 N44 50.000 .12200 100.00 1.000 0.020 0.045 0.000 0.000 0.00
24 N44#2 N44 50.000 .15600 11.00 1.000 0.020 0.045 0.000 0.000 0.00
25 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
26 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
27 N42#1 N42 50.000 .10000 100.00 1.000 0.020 0.045 0.000 0.000 0.00
28 N42#2 N42 50.000 .90000E-01 10.00 1.000 0.020 0.045 0.000 0.000 0.00
29 N40#1 N40 15.000 .35000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
30 N40#2 N40 8.0000 .19000E-01 15.00 2.000 0.020 0.045 0.000 0.000 0.00
31 N39#1 N39 12.000 .58000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
32 N39#2 N39 13.000 .86000E-01 26.00 4.000 0.020 0.045 0.000 0.000 0.00
33 N38#1 N38 8.0000 .98000E-01100.00 0.900 0.020 0.045 0.000 0.000 0.00
34 N38#2 N38 27.000 .15500 26.00 0.900 0.020 0.045 0.000 0.000 0.00
35 N51B#1 N51B 23.000 .51000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
36 N51B#2 N51B 23.000 .10100 25.00 3.000 0.020 0.045 0.000 0.000 0.00
37 N50B#1 N50B 25.000 .84000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
38 N50B#2 N50B 25.000 .24000E-01 20.00 3.000 0.020 0.045 0.000 0.000 0.00
39 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
40 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
41 N49B#1 N49B 23.000 .53000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
42 N49B#2 N49B 23.000 .10500 25.00 4.000 0.020 0.045 0.000 0.000 0.00
43 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
44 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
45 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
46 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
47 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
50 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
51 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
52 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
53 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
54 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
55 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
56 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
57 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
58 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
59 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
60 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
62 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
63 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
64 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
65 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
66 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
67 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
68 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
69 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
70 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
71 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
72 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
73 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
74 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
75 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
76 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N21#1 0.0010 2.0000 2.0000
2 N21#2 0.0010 2.0000 2.0000
3 N37#1 0.0010 2.0000 2.0000
4 N37#2 0.0010 2.0000 2.0000
5 N31#1 0.0010 2.0000 2.0000
6 N31#2 0.0010 2.0000 2.0000
7 N28#1 0.0010 2.0000 2.0000
8 N28#2 0.0010 2.0000 2.0000
9 N27#1 0.0010 2.0000 2.0000
10 N27#2 0.0010 2.0000 2.0000
11 N26#1 0.0010 2.0000 2.0000
12 N26#2 0.0010 2.0000 2.0000
13 N29#1 0.0010 2.0000 2.0000
14 N29#2 0.0010 2.0000 2.0000
15 N30#1 0.0010 2.0000 2.0000
16 N30#2 0.0010 2.0000 2.0000
17 N54#1 0.0010 2.0000 2.0000
18 N54#2 0.0010 2.0000 2.0000
19 N53#1 0.0010 2.0000 2.0000
20 N53#2 0.0010 2.0000 2.0000
21 N52#1 0.0010 2.0000 2.0000
22 N52#2 0.0010 2.0000 2.0000
23 N44#1 0.0010 2.0000 2.0000
24 N44#2 0.0010 2.0000 2.0000
25 N43#1 0.0010 2.0000 2.0000
26 N43#2 0.0010 2.0000 2.0000
27 N42#1 0.0010 2.0000 2.0000
28 N42#2 0.0010 2.0000 2.0000
29 N40#1 0.0010 2.0000 2.0000
30 N40#2 0.0010 2.0000 2.0000
31 N39#1 0.0010 2.0000 2.0000
32 N39#2 0.0010 2.0000 2.0000
33 N38#1 0.0010 2.0000 2.0000
34 N38#2 0.0010 2.0000 2.0000
35 N51B#1 0.0010 2.0000 2.0000
36 N51B#2 0.0010 2.0000 2.0000
37 N50B#1 0.0010 2.0000 2.0000
38 N50B#2 0.0010 2.0000 2.0000
39 N47#1 0.0010 2.0000 2.0000
40 N47#2 0.0010 2.0000 2.0000
41 N49B#1 0.0010 2.0000 2.0000
42 N49B#2 0.0010 2.0000 2.0000
43 N45#1 0.0010 2.0000 2.0000
44 N45#2 0.0010 2.0000 2.0000
45 N10#1 0.0010 2.0000 2.0000
46 N10#2 0.0010 2.0000 2.0000
47 N8#1 0.0010 2.0000 2.0000
48 N8#2 0.0010 2.0000 2.0000
49 N11#1 0.0010 2.0000 2.0000
50 N11#2 0.0010 2.0000 2.0000
51 N7#1 0.0010 2.0000 2.0000
52 N7#2 0.0010 2.0000 2.0000
53 N6#1 0.0010 2.0000 2.0000
54 N6#2 0.0010 2.0000 2.0000
55 N5#1 0.0010 2.0000 2.0000
56 N5#2 0.0010 2.0000 2.0000
57 N4#1 0.0010 2.0000 2.0000
58 N4#2 0.0010 2.0000 2.0000
59 N2#1 0.0010 2.0000 2.0000
60 N2#2 0.0010 2.0000 2.0000
61 N36#1 0.0010 2.0000 2.0000
62 N36#2 0.0010 2.0000 2.0000
63 N35#1 0.0010 2.0000 2.0000
64 N35#2 0.0010 2.0000 2.0000
65 N23#1 0.0010 2.0000 2.0000
66 N23#2 0.0010 2.0000 2.0000
67 N22#1 0.0010 2.0000 2.0000
68 N22#2 0.0010 2.0000 2.0000
69 N20#1 0.0010 2.0000 2.0000
70 N20#2 0.0010 2.0000 2.0000
71 N19#1 0.0010 2.0000 2.0000
72 N19#2 0.0010 2.0000 2.0000
73 N18#1 0.0010 2.0000 2.0000
74 N18#2 0.0010 2.0000 2.0000
75 N17#1 0.0010 2.0000 2.0000
76 N17#2 0.0010 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N40#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N40#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N39#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N39#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N51B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N51B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N50B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N50B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N49B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N49B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
71 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
72 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
73 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
74 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
75 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
76 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 76
Total Tributary Area (hectares). 13.39
Impervious Area (hectares)...... 6.48
Pervious Area (hectares)........ 6.90
Total Width (hectares).......... 2033.70
Percent Imperviousness.......... 48.42
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N37 No Tributary Channel/Pipes
Tributary Subareas........ N37#1 N37#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N27 No Tributary Channel/Pipes
Tributary Subareas........ N27#1 N27#2
N26 No Tributary Channel/Pipes
Tributary Subareas........ N26#1 N26#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N54 No Tributary Channel/Pipes
Tributary Subareas........ N54#1 N54#2
N53 No Tributary Channel/Pipes
Tributary Subareas........ N53#1 N53#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N44 No Tributary Channel/Pipes
Tributary Subareas........ N44#1 N44#2
N43 No Tributary Channel/Pipes
Tributary Subareas........ N43#1 N43#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N40 No Tributary Channel/Pipes
Tributary Subareas........ N40#1 N40#2
N39 No Tributary Channel/Pipes
Tributary Subareas........ N39#1 N39#2
N38 No Tributary Channel/Pipes
Tributary Subareas........ N38#1 N38#2
N51B No Tributary Channel/Pipes
Tributary Subareas........ N51B#1 N51B#2
N50B No Tributary Channel/Pipes
Tributary Subareas........ N50B#1 N50B#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N49B No Tributary Channel/Pipes
Tributary Subareas........ N49B#1 N49B#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N10 No Tributary Channel/Pipes
Tributary Subareas........ N10#1 N10#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N7 No Tributary Channel/Pipes
Tributary Subareas........ N7#1 N7#2
N6 No Tributary Channel/Pipes
Tributary Subareas........ N6#1 N6#2
N5 No Tributary Channel/Pipes
Tributary Subareas........ N5#1 N5#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
***********************************************************
* Hydrographs will be stored for the following 38 INLETS *
***********************************************************
N21 N37 N31 N28 N27 N26
N29 N30 N54 N53 N52 N44
N43 N42 N40 N39 N38 N51B
N50B N47 N49B N45 N10 N8
N11 N7 N6 N5 N4 N2
N36 N35 N23 N22 N20 N19
N18 N17
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 540
Final Julian Date = 1903001
Final time of day = 32400. seconds.
Final time of day = 9.00 hours.
Final running time = 9.0000 hours.
Final running time = 0.3750 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N21#1 1872 540 N21#2 3772 1080 N37#1 1888 540
N37#2 3780 1080 N31#1 1888 540 N31#2 3780 1080
N28#1 1888 540 N28#2 3784 1080 N27#1 1876 540
N27#2 3692 1080 N26#1 1872 540 N26#2 1776 540
N29#1 1892 540 N29#2 3724 1080 N30#1 1896 540
N30#2 3796 1080 N54#1 1912 540 N54#2 1844 540
N53#1 1620 540 N53#2 1852 540 N52#1 1908 540
N52#2 3796 1080 N44#1 1896 540 N44#2 3776 1080
N43#1 1872 540 N43#2 1852 540 N42#1 1900 540
N42#2 3972 1080 N40#1 1904 540 N40#2 3888 1080
N39#1 1896 540 N39#2 3784 1080 N38#1 1784 540
N38#2 3720 1080 N51B#1 1908 540 N51B#2 3796 1080
N50B#1 1900 540 N50B#2 4164 1080 N47#1 1916 540
N47#2 3688 1080 N49B#1 1912 540 N49B#2 3800 1080
N45#1 1920 540 N45#2 3700 1080 N10#1 1884 540
N10#2 1832 540 N8#1 1880 540 N8#2 1812 540
N11#1 1744 540 N11#2 3692 1080 N7#1 1880 540
N7#2 1812 540 N6#1 1844 540 N6#2 1740 540
N5#1 1884 540 N5#2 1828 540 N4#1 1880 540
N4#2 1812 540 N2#1 1872 540 N2#2 3696 1080
N36#1 1888 540 N36#2 3772 1080 N35#1 1908 540
N35#2 1908 540 N23#1 1880 540 N23#2 3800 1080
N22#1 1876 540 N22#2 1860 540 N20#1 1780 540
N20#2 1628 540 N19#1 1896 540 N19#2 3652 1080
N18#1 1860 540 N18#2 3684 1080 N17#1 1896 540
N17#2 3756 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 40.3000 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) 5.394558E+03 40.300
Total Infiltration 1.358481E+02 1.015
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 5.257995E+03 39.280
Total Water remaining in Surface Storage 3.452914E+00 0.026
Infiltration over the Pervious Area... 1.358481E+02 1.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 5.397296E+03 40.320
Total Precipitation + Initial Storage. 5.394558E+03 40.300
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............... -0.0508
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 5.257995E+03 39.280
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 5.256546E+03 39.269
Initial Storage + Inflow.................... 5.257995E+03 39.280
Final Storage + Outflow + Diverted GW....... 5.256546E+03 39.269
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0276
##################################################
# Table R9. Summary Statistics for Subcatchments #
##################################################
Note: Total Runoff Depth includes pervious & impervious area
Pervious and Impervious Runoff Depth is only the runoff from those two areas.
Subcatchment........... N21#1 N21#2 N37#1 N37#2 N31#1 N31#2
Area (hectares)........ 0.00100 0.33001 0.09000 0.13000 0.13200 0.19700
Percent Impervious..... 100.00000 55.00000 100.00000 30.00000 100.00000 30.00000
Total Rainfall (mm).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.34332 0.00000 38.33758 0.00000 38.33892
Total Losses (mm)...... 0.00000 1.94671 0.00000 1.94877 0.00000 1.94834
Remaining Depth (mm)... 0.00000 0.00996 0.00000 0.01365 0.00000 0.01275
Peak Runoff Rate (cms). 0.00000 0.04211 0.00000 0.02522 0.00000 0.03842
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.30497 40.32437 40.31768 40.34089 40.31766 40.34185
Peak Runoff Rate (cms). 0.00028 0.05493 0.02669 0.01210 0.03914 0.01835
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.30497 40.32437 40.31768 40.34089 40.31766 40.34185
Peak Runoff Rate (cms). 0.00028 0.05493 0.02669 0.01210 0.03914 0.01835
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) 40.30497 39.43290 40.31768 38.93857 40.31766 38.93979
Peak Runoff Rate (cms). 0.00028 0.09704 0.02669 0.03732 0.03914 0.05677
Unit Runoff (mm/hr).... 102.63480 106.75050 107.64178 104.21411 107.63594 104.61472
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N28#1 N28#2 N27#1 N27#2 N26#1 N26#2
Area (hectares)........ 0.15200 0.22700 0.20900 0.46501 0.02300 0.03500
Percent Impervious..... 100.00000 25.00000 100.00000 35.00000 100.00000 0.00000
Total Rainfall (mm).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.33716 0.00000 38.30995 0.00000 38.29833
Total Losses (mm)...... 0.00000 1.94889 0.00000 1.95391 0.00000 1.95503
Remaining Depth (mm)... 0.00000 0.01394 0.00000 0.03614 0.00000 0.04663
Peak Runoff Rate (cms). 0.00000 0.04710 0.00000 0.07523 0.00000 0.00836
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.31785 40.34580 40.30855 40.32326 40.30509 0.00000
Peak Runoff Rate (cms). 0.04510 0.01765 0.05992 0.04911 0.00651 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.31785 40.34580 40.30855 40.32326 40.30509 0.00000
Peak Runoff Rate (cms). 0.04510 0.01765 0.05992 0.04911 0.00651 0.00018
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) 40.31785 38.83932 40.30855 39.01461 40.30509 38.29833
Peak Runoff Rate (cms). 0.04510 0.06475 0.05992 0.12434 0.00651 0.00836
Unit Runoff (mm/hr).... 107.70610 103.54887 104.07270 97.06800 102.68312 86.73418
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N29#1 N29#2 N30#1 N30#2 N54#1 N54#2
Area (hectares)........ 0.13200 0.50001 0.09200 0.14900 0.00100 0.21200
Percent Impervious..... 100.00000 42.00000 100.00000 27.00000 100.00000 0.00000
Total Rainfall (mm).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.32083 0.00000 38.34454 0.00000 38.32649
Total Losses (mm)...... 0.00000 1.95247 0.00000 1.94620 0.00000 1.95149
Remaining Depth (mm)... 0.00000 0.02669 0.00000 0.00926 0.00000 0.02202
Peak Runoff Rate (cms). 0.00000 0.07519 0.00000 0.03099 0.00000 0.05619
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.32220 40.32146 40.32497 40.34943 40.34254 0.00000
Peak Runoff Rate (cms). 0.03971 0.06303 0.02789 0.01252 0.00031 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.32220 40.32146 40.32497 40.34943 40.34254 0.00000
Peak Runoff Rate (cms). 0.03971 0.06303 0.02789 0.01252 0.00031 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 40.32220 39.16109 40.32497 38.88586 40.34254 38.32649
Peak Runoff Rate (cms). 0.03971 0.13822 0.02789 0.04352 0.00031 0.05619
Unit Runoff (mm/hr).... 109.20099 100.34869 110.03054 106.02362 112.75084 96.21546
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N53#1 N53#2 N52#1 N52#2 N44#1 N44#2
Area (hectares)........ 0.00100 0.23301 0.02800 0.05600 0.12200 0.15600
Percent Impervious..... 100.00000 0.00000 100.00000 25.00000 100.00000 11.00000
Total Rainfall (mm).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.33374 0.00000 38.34261 0.00000 38.33472
Total Losses (mm)...... 0.00000 1.94986 0.00000 1.94700 0.00000 1.94960
Remaining Depth (mm)... 0.00000 0.01640 0.00000 0.01039 0.00000 0.01568
Peak Runoff Rate (cms). 0.00000 0.06358 0.00000 0.01188 0.00000 0.03803
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.13968 0.00000 40.33571 40.34997 40.32481 40.36347
Peak Runoff Rate (cms). 0.00018 0.00000 0.00865 0.00436 0.03697 0.00535
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.13968 0.00000 40.33571 40.34997 40.32481 40.36347
Peak Runoff Rate (cms). 0.00018 0.00001 0.00865 0.00436 0.03697 0.00535
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) 40.13968 38.33374 40.33571 38.84445 40.32481 38.55788
Peak Runoff Rate (cms). 0.00018 0.06358 0.00865 0.01624 0.03697 0.04338
Unit Runoff (mm/hr).... 64.91005 99.04838 112.15991 105.24853 109.98741 100.94570
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N43#1 N43#2 N42#1 N42#2 N40#1 N40#2
Area (hectares)........ 0.00100 0.20800 0.10000 0.09000 0.03500 0.01900
Percent Impervious..... 100.00000 0.00000 100.00000 10.00000 100.00000 15.00000
Total Rainfall (mm).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.33454 0.00000 38.34869 0.00000 38.35139
Total Losses (mm)...... 0.00000 1.94965 0.00000 1.94422 0.00000 1.94274
Remaining Depth (mm)... 0.00000 0.01581 0.00000 0.00708 0.00000 0.00587
Peak Runoff Rate (cms). 0.00000 0.05694 0.00000 0.02345 0.00000 0.00472
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.30497 0.00000 40.32870 40.36754 40.33246 40.36641
Peak Runoff Rate (cms). 0.00028 0.00000 0.03057 0.00280 0.01077 0.00089
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.30497 0.00000 40.32870 40.36754 40.33246 40.36641
Peak Runoff Rate (cms). 0.00028 0.00001 0.03057 0.00280 0.01077 0.00089
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) 40.30497 38.33454 40.32870 38.55058 40.33246 38.65364
Peak Runoff Rate (cms). 0.00028 0.05694 0.03057 0.02625 0.01077 0.00561
Unit Runoff (mm/hr).... 102.63480 99.36674 110.96874 105.88540 111.69525 107.14083
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N39#1 N39#2 N38#1 N38#2 N51B#1 N51B#2
Area (hectares)........ 0.05800 0.08600 0.09800 0.15500 0.05100 0.10100
Percent Impervious..... 100.00000 26.00000 100.00000 26.00000 100.00000 25.00000
Total Rainfall (mm).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.33851 0.00000 38.31505 0.00000 38.34505
Total Losses (mm)...... 0.00000 1.94847 0.00000 1.95330 0.00000 1.94598
Remaining Depth (mm)... 0.00000 0.01302 0.00000 0.03165 0.00000 0.00897
Peak Runoff Rate (cms). 0.00000 0.01770 0.00000 0.02909 0.00000 0.02163
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.32500 40.34567 40.26723 40.33339 40.33750 40.35203
Peak Runoff Rate (cms). 0.01758 0.00695 0.02416 0.01242 0.01579 0.00786
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.32500 40.34567 40.26723 40.33339 40.33750 40.35203
Peak Runoff Rate (cms). 0.01758 0.00695 0.02416 0.01242 0.01579 0.00786
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) 40.32500 38.86037 40.26723 38.83982 40.33750 38.84679
Peak Runoff Rate (cms). 0.01758 0.02466 0.02416 0.04151 0.01579 0.02949
Unit Runoff (mm/hr).... 110.04052 104.07752 89.47438 97.21216 112.35983 105.99766
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N50B#1 N50B#2 N47#1 N47#2 N49B#1 N49B#2
Area (hectares)........ 0.08400 0.02400 0.03600 0.33001 0.05300 0.10500
Percent Impervious..... 100.00000 20.00000 100.00000 18.00000 100.00000 25.00000
Total Rainfall (mm).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.37467 0.00000 38.29997 0.00000 38.34747
Total Losses (mm)...... 0.00000 1.92429 0.00000 1.95490 0.00000 1.94485
Remaining Depth (mm)... 0.00000 0.00104 0.00000 0.04514 0.00000 0.00768
Peak Runoff Rate (cms). 0.00000 0.00586 0.00000 0.06502 0.00000 0.02269
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.32929 40.36290 40.34828 40.33794 40.33963 40.35418
Peak Runoff Rate (cms). 0.02571 0.00150 0.01120 0.01839 0.01643 0.00818
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.32929 40.36290 40.34828 40.33794 40.33963 40.35418
Peak Runoff Rate (cms). 0.02571 0.00150 0.01120 0.01839 0.01643 0.00818
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) 40.32929 38.77232 40.34828 38.66680 40.33963 38.84915
Peak Runoff Rate (cms). 0.02571 0.00735 0.01120 0.08341 0.01643 0.03087
Unit Runoff (mm/hr).... 111.09804 111.20253 112.98048 91.75490 112.55314 106.72582
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N45#1 N45#2 N10#1 N10#2 N8#1 N8#2
Area (hectares)........ 0.03300 0.30401 0.23001 0.11000 0.22000 0.10000
Percent Impervious..... 100.00000 18.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.30703 0.00000 38.32225 0.00000 38.31458
Total Losses (mm)...... 0.00000 1.95423 0.00000 1.95224 0.00000 1.95336
Remaining Depth (mm)... 0.00000 0.03875 0.00000 0.02550 0.00000 0.03206
Peak Runoff Rate (cms). 0.00000 0.06140 0.00000 0.02868 0.00000 0.02532
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.35056 40.34006 40.31547 0.00000 40.31252 0.00000
Peak Runoff Rate (cms). 0.01028 0.01697 0.06768 0.00000 0.06403 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.35056 40.34006 40.31547 0.00000 40.31252 0.00000
Peak Runoff Rate (cms). 0.01028 0.01697 0.06768 0.00192 0.06403 0.00181
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) 40.35056 38.67297 40.31547 38.32225 40.31252 38.31458
Peak Runoff Rate (cms). 0.01028 0.07837 0.06768 0.02868 0.06403 0.02532
Unit Runoff (mm/hr).... 113.03118 93.58208 106.81243 94.63090 105.65804 91.90930
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N11#1 N11#2 N7#1 N7#2 N6#1 N6#2
Area (hectares)........ 0.00100 0.80202 0.21000 0.09800 0.68701 0.29501
Percent Impervious..... 100.00000 8.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.29509 0.00000 38.31544 0.00000 38.26872
Total Losses (mm)...... 0.00000 1.95529 0.00000 1.95325 0.00000 1.95690
Remaining Depth (mm)... 0.00000 0.04961 0.00000 0.03132 0.00000 0.07438
Peak Runoff Rate (cms). 0.00000 0.17437 0.00000 0.02489 0.00000 0.06418
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.23508 40.35570 40.31161 0.00000 40.29234 0.00000
Peak Runoff Rate (cms). 0.00022 0.01999 0.06092 0.00000 0.18503 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.23508 40.35570 40.31161 0.00000 40.29234 0.00000
Peak Runoff Rate (cms). 0.00022 0.01999 0.06092 0.00172 0.18503 0.00524
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) 40.23508 38.45994 40.31161 38.31544 40.29234 38.26872
Peak Runoff Rate (cms). 0.00022 0.19436 0.06092 0.02489 0.18503 0.06418
Unit Runoff (mm/hr).... 81.10988 87.97238 105.29969 92.20502 97.76963 78.97520
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N5#1 N5#2 N4#1 N4#2 N2#1 N2#2
Area (hectares)........ 0.22500 0.10300 0.45401 0.19400 0.00100 0.33001
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 10.00000
Total Rainfall (mm).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.31985 0.00000 38.31426 0.00000 38.29983
Total Losses (mm)...... 0.00000 1.95263 0.00000 1.95340 0.00000 1.95491
Remaining Depth (mm)... 0.00000 0.02753 0.00000 0.03234 0.00000 0.04526
Peak Runoff Rate (cms). 0.00000 0.02660 0.00000 0.04906 0.00000 0.07133
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.31410 0.00000 40.31137 0.00000 40.30497 40.35199
Peak Runoff Rate (cms). 0.06588 0.00000 0.13157 0.00000 0.00028 0.01028
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.31410 0.00000 40.31137 0.00000 40.30497 40.35199
Peak Runoff Rate (cms). 0.06588 0.00187 0.13157 0.00373 0.00028 0.01028
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) 40.31410 38.31985 40.31137 38.31426 40.30497 38.50504
Peak Runoff Rate (cms). 0.06588 0.02660 0.13157 0.04906 0.00028 0.08161
Unit Runoff (mm/hr).... 106.28125 93.75811 105.20087 91.79992 102.63480 89.76770
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N36#1 N36#2 N35#1 N35#2 N23#1 N23#2
Area (hectares)........ 0.10500 0.17000 0.05000 0.02100 0.00100 0.59101
Percent Impervious..... 100.00000 27.00000 100.00000 0.00000 100.00000 55.00000
Total Rainfall (mm).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.33613 0.00000 38.37023 0.00000 38.35510
Total Losses (mm)...... 0.00000 1.94920 0.00000 1.92834 0.00000 1.94042
Remaining Depth (mm)... 0.00000 0.01467 0.00000 0.00143 0.00000 0.00448
Peak Runoff Rate (cms). 0.00000 0.03419 0.00000 0.00639 0.00000 0.07864
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.31827 40.34292 40.33700 0.00000 40.31183 40.33496
Peak Runoff Rate (cms). 0.03120 0.01426 0.01547 0.00000 0.00029 0.10035
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.31827 40.34292 40.33700 0.00000 40.31183 40.33496
Peak Runoff Rate (cms). 0.03120 0.01426 0.01547 0.00044 0.00029 0.10035
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) 40.31827 38.87796 40.33700 38.37023 40.31183 39.44402
Peak Runoff Rate (cms). 0.03120 0.04845 0.01547 0.00639 0.00029 0.17899
Unit Runoff (mm/hr).... 107.85556 103.45608 112.30819 110.37935 105.38697 109.93799
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).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.33603 0.00000 38.19005 0.00000 38.29022
Total Losses (mm)...... 0.00000 1.94923 0.00000 1.95933 0.00000 1.95565
Remaining Depth (mm)... 0.00000 0.01474 0.00000 0.15062 0.00000 0.05413
Peak Runoff Rate (cms). 0.00000 0.05866 0.00000 0.05599 0.00000 0.10687
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.30899 0.00000 40.26664 0.00000 40.32345 40.31758
Peak Runoff Rate (cms). 0.00029 0.00000 0.17933 0.00000 0.03744 0.07335
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.30899 0.00000 40.26664 0.00000 40.32345 40.31758
Peak Runoff Rate (cms). 0.00029 0.00001 0.17933 0.00508 0.03744 0.07335
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) 40.30899 38.33603 40.26664 38.19005 40.32345 38.99979
Peak Runoff Rate (cms). 0.00029 0.05866 0.17933 0.05599 0.03744 0.18022
Unit Runoff (mm/hr).... 104.25084 99.96929 89.29822 64.93249 109.58901 92.53086
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).... 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.29120 0.00000 38.32197
Total Losses (mm)...... 0.00000 1.95558 0.00000 1.95229
Remaining Depth (mm)... 0.00000 0.05321 0.00000 0.02574
Peak Runoff Rate (cms). 0.00000 0.09029 0.00000 0.02578
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.30128 40.34969 40.32525 40.35958
Peak Runoff Rate (cms). 0.02508 0.01339 0.00819 0.00343
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.30128 40.34969 40.32525 40.35958
Peak Runoff Rate (cms). 0.02508 0.01339 0.00819 0.00343
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) 40.30128 38.49705 40.32525 38.52573
Peak Runoff Rate (cms). 0.02508 0.10367 0.00819 0.02921
Unit Runoff (mm/hr).... 101.17305 87.52009 110.10908 96.38738
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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160.000 = =
| |
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120.000 = =
| |
| ##### |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
| # # |
80.000 = ###### # # =
| # # # # |
| # # # # |
| # # # # |
| # # # # |
| # ##### # |
| # # |
| # # |
| # ##### |
| # ##### |
40.000 = # # =
| # # |
| ##### # |
| # ##### |
| # ###### |
##### # |
# ##### |
# ##### |
# ##### |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE
DEVELOPED CASE
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 1440
Length of integration step is...... 5.00 seconds
Simulation length.................. 2.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
50b50 Positive Flap Gate
49b40 Positive Flap Gate
51b50 Positive Flap Gate
3635o Positive Flap Gate
3533u Positive Flap Gate
0302o Positive Flap Gate
14b14au Positive Flap Gate
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 45.0 meters. Maximum Elevation : 9.30 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 1.01 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 2.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+00 m
" " : 0.045 Beyond Station 2.9 Max left bank area : 0.02 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.98 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4946
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 45.0 meters. Maximum Elevation : 5.20 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4440
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 45.0 meters. Maximum Elevation : 8.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 24.0 meters. Maximum Elevation : 9.60 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4241
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 24.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 27.5 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 27.5 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 27.5 meters. Maximum Section Area : 9.92 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.08E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.90 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 50b50
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.80 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 49b40
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 51b50
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 10.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 5352o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 0.56 m^2.
Maximum hydraulic radius : 0.23 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.41E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.54 m^2
Natural Cross-Section information for Channel 5238o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 35.0 meters. Maximum Elevation : 7.50 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 3851o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 55.0 meters. Maximum Elevation : 6.70 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 4845o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4140o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 38.0 meters. Maximum Elevation : 8.00 meters.
Main Channel Length : 38.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 38.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4038o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 68.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 68.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 68.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3938o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 40.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.025 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.035 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 10.0 meters. Maximum Elevation : 6.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.20 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 48.32 m^2.
Maximum hydraulic radius : 1.10 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.40E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 16.50 m^2
Max right bank area : 18.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.66 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14b14ao
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 45.0000 Natural 1.0073 0.0450 2.9550 0.4000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 4946 45.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
5 4440 45.0000 Natural 2.0882 0.0180 7.5352 0.4000
6 4342 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
7 4241 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
8 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
9 3534 27.5000 Natural 9.9250 0.0450 19.9000 0.5000
10 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
11 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
12 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
13 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
14 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
15 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
16 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
17 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
18 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
19 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
20 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
21 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
22 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
23 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
24 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
25 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
26 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
27 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
28 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
29 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
30 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
31 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
32 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
33 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
34 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
35 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
36 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
37 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
38 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
39 50b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
40 49b40 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
41 51b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
42 L610 50.0000 Circular 0.1590 0.0120 0.4500 0.4500
43 5352o 33.0000 Natural 0.5580 0.0350 1.9200 0.3000
44 5352u 35.0000 Circular 0.0177 0.0140 0.1500 0.1500
45 5238o 35.0000 Natural 0.7520 0.0350 1.9600 0.4000
46 5238u 41.0000 Circular 0.0398 0.0130 0.2250 0.2250
47 3851o 55.0000 Natural 0.7520 0.0350 1.9600 0.4000
48 3851u 55.0000 Circular 0.0398 0.0130 0.2250 0.2250
49 5148u 21.0000 Circular 0.0398 0.0140 0.2250 0.2250
50 5049u 37.0000 Circular 0.0398 0.0140 0.2250 0.2250
51 4948u 20.0000 Circular 0.0398 0.0140 0.2250 0.2250
52 4845o 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
53 4845u 60.0000 Circular 0.0707 0.0130 0.3000 0.3000
54 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
55 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
56 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
57 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
58 4140o 38.0000 Natural 2.0882 0.0180 7.5352 0.4000
59 4140u 32.0000 Circular 0.1104 0.0130 0.3750 0.3750
60 4038o 68.0000 Natural 4.1558 0.0180 14.9231 0.4000
61 4038u 68.0000 Circular 0.1590 0.0130 0.4500 0.4500
62 3938o 40.0000 Natural 1.9520 0.0250 4.9600 0.4000
63 3938u 40.0000 Circular 0.0177 0.0120 0.1500 0.1500
64 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
65 3836u 40.0000 Circular 0.1590 0.0130 0.4500 0.4500
66 3635o 10.0000 Natural 48.3161 0.0350 41.8949 1.2000
67 3635u 10.0000 Circular 0.1590 0.0120 0.4500 0.4500
68 3533u 38.0000 Circular 0.1590 0.0120 0.4500 0.4500
69 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
70 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
71 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
72 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
73 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
74 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
75 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
76 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
77 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
78 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
79 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
80 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
81 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
82 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
83 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
84 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
85 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
86 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
87 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
88 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
89 14b14ao 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
90 14b14au 10.0000 Circular 0.0707 0.0140 0.3000 0.3000
Total length of all conduits .... 3396.5000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1714B 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
L610 1.0000 1.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5238u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5148u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5049u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4948u 1.0000 0.2500 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4845u 1.0000 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4140u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4038u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3938u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3836u 1.0000 0.4000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3635o 1.0000 2.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Kinematic Wave
3635u 1.0000 2.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3533u 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14b14au 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.20
5047 0.15
4946 0.16
5114b 0.14
4440 0.18
4342 0.34
4241 0.34
3736 0.17
3534 0.40
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
50b50 0.98
49b40 0.98
51b50 0.98
L610 0.21
5352o 0.26
5352u 0.17
5238o 0.28
5238u 0.18
3851o 0.18
3851u 0.14
5148u 0.35
5049u 0.20
4948u 0.37
4845o 0.12
4845u 0.14
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
4140o 0.22
4140u 0.30
4038o 0.12
4038u 0.15
3938o 0.25
3938u 0.15
3836o 0.19
3836u 0.26
3635o 1.68 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3635u 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3533u 0.28
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14b14ao 0.98
14b14au 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.1475E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.3000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.8000 7.4000 0.0000 0.0000 100.0000
3 N52 10.0000 7.5000 6.1000 0.0000 0.0000 100.0000
4 N38 10.0000 6.7000 5.0000 0.0000 0.0000 100.0000
5 N51B 10.0000 5.4000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 4.8000 3.6000 0.0000 0.0000 100.0000
7 N50B 10.0000 6.3000 4.7000 0.0000 0.0000 100.0000
8 N49B 10.0000 5.6000 4.0000 0.0000 0.0000 100.0000
9 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
10 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
11 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
12 N43 10.0000 9.6000 9.2000 0.0000 0.0000 100.0000
13 N42 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
14 N41 10.0000 8.0000 6.6000 0.0000 0.0000 100.0000
15 N44 10.0000 8.4000 8.0000 0.0000 0.0000 100.0000
16 N40 10.0000 7.0000 5.6000 0.0000 0.0000 100.0000
17 N39 10.0000 7.4000 6.0000 0.0000 0.0000 100.0000
18 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
19 N36 10.0000 6.9700 4.4700 0.0000 0.0000 100.0000
20 N35 10.0000 6.4000 4.0000 0.0000 0.0000 100.0000
21 N34 10.0000 4.8000 4.1000 0.0000 0.0000 100.0000
22 N33 10.0000 3.0500 2.6000 0.0000 0.0000 100.0000
23 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
24 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
25 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
26 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
27 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
28 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
29 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
30 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
31 N23 10.0000 5.0000 4.7000 0.0000 0.0000 Section 3
100.0000
32 N22 10.0000 4.6000 1.8600 0.0000 0.0000 100.0000
33 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
34 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
35 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
36 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
37 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
38 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
39 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
40 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
41 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
42 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
43 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
44 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
45 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
46 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
47 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
48 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
49 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
50 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
51 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
52 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
53 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
54 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
55 N50 10.0000 6.1000 5.7000 0.0000 0.0000 100.0000
56 N49 10.0000 5.4000 5.0000 0.0000 0.0000 100.0000
57 N51 10.0000 5.2000 4.8000 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160872.3200 17772.6800 No Ponding Normal 0 0.0000
2 N53 -160580.0050 12711.2450 No Ponding Normal 0 0.0000
3 N52 -166206.7250 12636.2550 No Ponding Normal 0 0.0000
4 N38 -171833.4400 12853.3400 No Ponding Normal 0 0.0000
5 N51B -176819.5150 14749.0650 No Ponding Normal 0 0.0000
6 N48 -176977.5250 20615.6450 No Ponding Normal 0 0.0000
7 N50B -176738.5150 28838.2450 No Ponding Normal 0 0.0000
8 N49B -176841.2250 25550.3700 No Ponding Normal 0 0.0000
9 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
10 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
11 N45 -183719.9500 18191.7850 No Ponding Normal 0 0.0000
12 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
13 N42 -165291.9300 30668.6650 No Ponding Normal 0 0.0000
14 N41 -170380.0400 30590.2250 No Ponding Normal 0 0.0000
15 N44 -166055.6050 26690.4250 No Ponding Normal 0 0.0000
16 N40 -171689.2050 27152.6450 No Ponding Normal 0 0.0000
17 N39 -169210.8050 17901.7100 No Ponding Normal 0 0.0000
18 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
19 N36 -171862.5500 8815.4800 No Ponding Normal 0 0.0000
20 N35 -175494.0450 7855.2280 No Ponding Normal 0 0.0000
21 N34 -180931.2000 8787.5770 No Ponding Normal 0 0.0000
22 N33 -180375.0150 6166.6680 No Ponding Normal 0 0.0000
23 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
24 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
25 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
26 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
27 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
28 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
29 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
30 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
31 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
32 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
33 N21 -185518.7450 11528.0300 No Ponding Normal 0 0.0000
34 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
35 N19 -189538.9050 -2208.3699 No Ponding Normal 0 0.0000
36 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
37 N17 -189306.1300 11452.3900 No Ponding Normal 0 0.0000
38 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
39 N15 -194758.4350 18301.8800 No Ponding Normal 0 0.0000
40 N14B -191661.4300 13346.4450 No Ponding Normal 0 0.0000
41 N14A -195792.5400 13900.6050 No Ponding Normal 0 0.0000
42 N13 -199667.0250 14032.5300 No Ponding Normal 0 0.0000
43 N12 -202825.1500 14195.2450 No Ponding Normal 0 0.0000
44 N11 -206840.8500 15119.2750 No Ponding Normal 0 0.0000
45 N10 -202446.6200 -2736.1661 No Ponding Normal 0 0.0000
46 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
47 N8 -207698.0100 6065.0360 No Ponding Normal 0 0.0000
48 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
49 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
50 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
51 N4 -211172.2100 11068.6850 No Ponding Normal 0 0.0000
52 N3 -210589.2150 16923.5400 No Ponding Normal 0 0.0000
53 N2 -211862.4350 20866.5750 No Ponding Normal 0 0.0000
54 N1 -212673.2100 25464.4650 No Ponding Normal 0 0.0000
55 N50 -179020.4400 28627.8600 No Ponding Normal 0 0.0000
56 N49 -178928.3200 24844.1900 No Ponding Normal 0 0.0000
57 N51 -178437.5100 14849.0750 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N53 8.9000 8.4000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 4946 N49 N46 5.0000 4.0000 No Design
4 5114b N51 N14B 4.8000 3.0000 No Design
5 4440 N44 N40 8.0000 6.0000 No Design
6 4342 N43 N42 9.2000 8.3000 No Design
7 4241 N42 N41 8.3000 7.6000 No Design
8 3736 N37 N36 7.0000 5.5200 No Design
9 3534 N35 N34 5.2000 4.3000 No Design
10 3422 N34 N22 4.3000 4.2000 No Design
11 3130 N31 N30 7.5000 5.7000 No Design
12 3024 N30 N24 4.2000 2.8600 No Design
13 3036 N30 N36 5.6200 5.5200 No Design
14 2827 N28 N27 8.3000 6.7000 No Design
15 2726 N27 N26 6.7000 6.5000 No Design
16 2629 N26 N29 6.5000 6.4000 No Design
17 2930 N29 N30 6.4000 5.6200 No Design
18 2725 N27 N25 5.3500 4.8700 No Design
19 2524 N25 N24 4.8700 2.8600 No Design
20 2422 N24 N22 2.5900 1.8600 No Design
21 L575 N23 N22 4.7000 3.4000 No Design
22 2117 N21 N17 3.0000 2.9500 No Design
23 1714B N17 N14B 2.9000 2.8500 No Design
24 1716 N17 N16 1.7500 1.3500 No Design
25 1615 N16 N15 1.3400 1.2100 No Design
26 1614A N16 N14A 1.6500 1.6000 No Design
27 4514B N45 N14B 3.5000 2.8500 No Design
28 4515 N45 N15 2.5000 1.2100 No Design
29 1502 N15 N2 1.2100 1.0500 No Design
30 14A13 N13 N14A 1.8600 1.6000 No Design
31 1312 N13 N12 1.8600 1.6800 No Design
32 1211 N12 N11 1.6800 1.3400 No Design
33 1103 N11 N3 1.3400 1.1000 No Design
34 0912 N9 N12 3.5000 2.0000 No Design
35 0908 N9 N8 2.5000 2.0000 No Design
36 0811 N8 N11 3.0000 2.0000 No Design
37 0804 N8 N4 2.0000 1.7000 No Design
38 0201 N2 N1 1.0500 0.9300 No Design
39 50b50 N50B N50 5.9000 5.7000 No Design
40 49b40 N49B N49 5.2000 5.0000 No Design
41 51b50 N51B N51 5.0000 4.8000 No Design
42 L610 N33 N22 2.6000 1.8600 No Design
43 5352o N53 N52 8.4000 7.1000 No Design
44 5352u N53 N52 7.4000 6.1000 No Design
45 5238o N52 N38 7.1000 6.0000 No Design
46 5238u N52 N38 6.1000 5.0000 No Design
47 3851o N38 N51B 6.3000 5.0000 No Design
48 3851u N38 N51B 5.0000 3.8000 No Design
49 5148u N51B N48 3.8000 3.6000 No Design
50 5049u N50B N49B 5.7000 5.0000 No Design
51 4948u N49B N48 4.0000 3.6000 No Design
52 4845o N48 N45 4.6000 3.5000 No Design
53 4845u N48 N45 3.6000 2.5000 No Design
54 4746o N47 N46 4.6000 4.0000 No Design
55 4746u N47 N46 3.6000 3.0000 No Design
56 4645o N46 N45 4.0000 3.5000 No Design
57 4645u N46 N45 3.0000 2.5000 No Design
58 4140o N41 N40 7.6000 6.6000 No Design
59 4140u N41 N40 6.6000 5.6000 No Design
60 4038o N40 N38 6.6000 6.0000 No Design
61 4038u N40 N38 5.6000 5.0000 No Design
62 3938o N39 N38 7.0000 6.0000 No Design
63 3938u N39 N38 6.0000 5.0000 No Design
64 3836o N38 N36 6.0000 5.5200 No Design
65 3836u N38 N36 5.0000 4.4700 No Design
66 3635o N36 N35 5.7700 5.2000 No Design
67 3635u N36 N35 4.4700 4.0000 No Design
68 3533u N35 N33 4.0000 2.6000 No Design
69 2217o N22 N17 3.4000 2.9500 No Design
70 2217u N22 N17 1.8600 1.7500 No Design
71 2019o N20 N19 7.0000 6.0000 No Design
72 2019u N20 N19 6.0000 4.5000 No Design
73 1918o N19 N18 6.0000 3.0000 No Design
74 1918u N19 N18 4.5000 1.9000 No Design
75 1817o N18 N17 3.0000 2.9500 No Design
76 1817u N18 N17 1.9000 1.7500 No Design
77 1009o N10 N9 4.6000 3.5000 No Design
78 1009u N10 N9 3.6000 2.5000 No Design
79 0706o N7 N6 5.0000 4.5000 No Design
80 0706u N7 N6 4.0000 3.5000 No Design
81 0604o N6 N4 4.5000 2.8000 No Design
82 0604u N6 N4 3.5000 1.7000 No Design
83 0504o N5 N4 4.3000 2.8000 No Design
84 0504u N5 N4 3.3000 1.7000 No Design
85 0403o N4 N3 2.8000 2.0000 No Design
86 0403u N4 N3 1.7000 1.1000 No Design
87 0302o N3 N2 1.8200 1.8100 No Design
88 0302u N3 N2 1.1000 1.0500 No Design
89 14b14ao N14B N14A 2.9900 2.5000 No Design
90 14b14au N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE
DEVELOPED CASE
Title from immediately preceding computational layer
EAGLE DRIVE
DEVELOPED CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 38
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.08
#################################################
# Element numbers of interface inlet locations: #
#################################################
N21 N37 N31 N28 N27 N26 N29
N30 N54 N53 N52 N44 N43 N42
N40 N39 N38 N51B N50B N47 N49B
N45 N10 N8 N11 N7 N6 N5
N4 N2 N36 N35 N23 N22 N20
N19 N18 N17
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 1.0248 0.0111
5047 2.8812 0.0234
4946 2.8075 0.0222
5114b 3.5733 0.0360
4440 10.0429 0.0444
4342 9.2249 0.0375
4241 8.1356 0.0292
3736 14.9983 0.0296
3534 24.3602 0.0327
3422 2.2724 0.0025
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
50b50 13.6470 0.0200
49b40 13.6470 0.0200
51b50 13.6470 0.0200
L610 0.3758 0.0148
5352o 1.1925 0.0394
5352u 0.0273 0.0371
5238o 1.6591 0.0314
5238u 0.0735 0.0268
3851o 1.4388 0.0236
3851u 0.0663 0.0218
5148u 0.0407 0.0095
5049u 0.0573 0.0189
4948u 0.0590 0.0200
4845o 2.5500 0.0183
4845u 0.1309 0.0183
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
4140o 7.7278 0.0263
4140u 0.3099 0.0313
4038o 9.0986 0.0088
4038u 0.2678 0.0088
3938o 6.1031 0.0250
3938u 0.0261 0.0250
3836o 9.9729 0.0120
3836u 0.3282 0.0133
3635o 350.7969 0.0570
3635u 0.6696 0.0470
3533u 0.5928 0.0368
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14b14ao 75.9084 0.0490
14b14au 0.1270 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 7.40 N52/ 0.00 / 6.10
N38/ 0.00 / 5.00 N51B/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50B/ 0.00 / 4.70 N49B/ 0.00 / 4.00 N47/ 0.00 / 3.60
N46/ 0.00 / 3.00 N45/ 0.00 / 2.50 N43/ 0.00 / 9.20
N42/ 0.00 / 8.30 N41/ 0.00 / 6.60 N44/ 0.00 / 8.00
N40/ 0.00 / 5.60 N39/ 0.00 / 6.00 N37/ 0.00 / 7.00
N36/ 0.00 / 4.47 N35/ 0.00 / 4.00 N34/ 0.00 / 4.10
N33/ 0.00 / 2.60 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
N50/ 0.00 / 5.70 N49/ 0.00 / 5.00 N51/ 0.00 / 4.80
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.40/ 7.40 5047/ 3.60/ 3.60 4946/ 3.00/ 3.00
5114b/ 1.80/ 1.80 4440/ 5.60/ 5.60 4342/ 8.30/ 8.30
4241/ 6.60/ 6.60 3736/ 4.47/ 4.47 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 50b50/ 5.70/ 5.70
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 1.86/ 1.86
5352o/ 6.10/ 6.10 5352u/ 6.10/ 6.10 5238o/ 5.00/ 5.00
5238u/ 5.00/ 5.00 3851o/ 3.80/ 3.80 3851u/ 3.80/ 3.80
5148u/ 3.60/ 3.60 5049u/ 4.00/ 4.00 4948u/ 3.60/ 3.60
4845o/ 2.50/ 2.50 4845u/ 2.50/ 2.50 4746o/ 3.00/ 3.00
4746u/ 3.00/ 3.00 4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50
4140o/ 5.60/ 5.60 4140u/ 5.60/ 5.60 4038o/ 5.00/ 5.00
4038u/ 5.00/ 5.00 3938o/ 5.00/ 5.00 3938u/ 5.00/ 5.00
3836o/ 4.47/ 4.47 3836u/ 4.47/ 4.47 3635o/ 4.00/ 4.00
3635u/ 4.00/ 4.00 3533u/ 2.60/ 2.60 2217o/ 1.75/ 1.75
2217u/ 1.75/ 1.75 2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50
1918o/ 1.90/ 1.90 1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75
1817u/ 1.75/ 1.75 1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50
0706o/ 3.50/ 3.50 0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70
0604u/ 1.70/ 1.70 0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70
0403o/ 1.10/ 1.10 0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05
0302u/ 1.05/ 1.05 14b14ao/ 1.65/ 1.65 14b14au/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 270.0000
N53 2.5521 6.3802 105.0000
N52 3.8657 9.6643 100.0000
N38 2.0284 5.0710 215.0000
N51B 3.2674 8.1684 85.0000
N48 2.3364 5.8411 220.0000
N50B 4.2041 10.5102 285.0000
N49B 2.2134 5.5335 15.0000
N47 24.2438 50.0000 0.0000
N46 3.0624 7.6559 10.0000
N45 3.1297 7.8242 10.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 38.5533 50.0000 0.0000
N44 50.0000 50.0000 0.0000
N40 4.5403 11.3508 145.0000
N39 3.3045 8.2612 40.0000
N37 50.0000 50.0000 0.0000
N36 0.8941 2.2352 10.0000
N35 2.5638 6.4094 0.0000
N34 50.0000 50.0000 0.0000
N33 2.6026 6.5065 4835.0000
N31 50.0000 50.0000 0.0000
N30 1.8033 4.5082 135.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 2.7121 6.7802 160.0000
N26 50.0000 50.0000 0.0000
N25 3.3930 8.4825 5.0000
N24 4.2474 10.6186 0.0000
N23 50.0000 50.0000 0.0000
N22 4.9654 12.4135 0.0000
N21 2.9820 7.4551 125.0000
N20 37.8356 50.0000 0.0000
N19 16.9618 42.4045 0.0000
N18 1.8478 4.6196 10.0000
N17 7.8010 19.5024 0.0000
N16 13.8586 34.6465 0.0000
N15 18.9737 47.4342 0.0000
N14B 0.8414 2.1034 325.0000
N14A 17.7290 44.3225 0.0000
N13 18.5658 46.4146 0.0000
N12 30.2800 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N10 46.9484 50.0000 0.0000
N9 44.5951 50.0000 0.0000
N8 24.1021 50.0000 0.0000
N7 1.7600 4.3999 75.0000
N6 1.3981 3.4952 20.0000
N5 41.7503 50.0000 0.0000
N4 34.9312 50.0000 0.0000
N3 50.0000 50.0000 0.0000
N2 50.0000 50.0000 0.0000
N1 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N51 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N33
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 41.1775 41.1775 50.0000 5.7500 0.0003 0.0967 Normal Soln
5047 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4946 50.0000 50.0000 50.0000 0.0000 0.0001 0.0032 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0005 0.0241 Normal Soln
4440 27.3095 27.3095 40.7169 0.0000 -0.0008 0.0169 Normal Soln
4342 18.2463 18.2463 32.7994 0.0000 -0.0004 0.0126 Normal Soln
4241 14.0561 14.0561 22.1066 0.0000 -0.0006 0.0292 Normal Soln
3736 42.6714 42.6714 50.0000 0.0000 0.0010 0.0088 Normal Soln
3534 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3422 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0007 0.0136 Normal Soln
3024 9.9988 9.9988 22.6885 0.0000 0.0020 1.4803 Normal Soln
3036 22.3673 22.3673 50.0000 0.0000 -0.0002 0.0039 Normal Soln
2827 35.5094 35.5094 50.0000 0.0000 0.0006 0.0144 Normal Soln
2726 12.8818 12.8818 50.0000 0.0000 0.0030 0.0068 Normal Soln
2629 50.0000 50.0000 50.0000 0.0000 0.0005 0.0161 Normal Soln
2930 34.5759 34.5759 50.0000 0.0000 0.0010 0.0302 Normal Soln
2725 5.0007 5.0007 12.7108 0.0000 -0.0019 2.4934 Normal Soln
2524 15.6005 15.6005 32.9283 0.0000 -0.0019 2.0126 Normal Soln
2422 6.8141 6.8141 20.1159 0.0000 -0.0045 1.3546 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0013 0.0746 Normal Soln
2117 11.4319 11.4319 28.3560 0.0000 0.0039 0.0339 Normal Soln
1714B 41.4589 41.4589 50.0000 0.0000 -0.0002 0.0026 Normal Soln
1716 5.1754 5.1754 13.8540 0.0000 0.0118 1.0999 Normal Soln
1615 4.3607 4.3607 11.0857 0.0000 0.0067 2.7963 Normal Soln
1614A 2.0877 2.0877 6.8449 0.0000 0.0044 1.8117 Normal Soln
4514B 17.1642 17.1642 29.0078 0.0000 -0.0019 0.0088 Normal Soln
4515 5.7898 5.7898 13.6415 0.0000 0.0014 1.9021 Normal Soln
1502 15.7620 15.7620 34.6911 0.0000 0.0078 4.1140 Normal Soln
14A13 4.5538 4.5538 26.2212 0.0000 -0.0086 0.0957 Normal Soln
1312 7.1650 7.1650 38.2858 0.0000 0.0051 0.0977 Normal Soln
1211 21.2447 21.2447 50.0000 0.0000 0.0037 0.0663 Normal Soln
1103 15.9080 15.9080 50.0000 0.0000 0.0030 0.0470 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 15.6429 15.6429 50.0000 0.0000 -0.0011 1.2040 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0804 14.6863 14.6863 47.5053 0.0000 0.0009 1.6092 Normal Soln
0201 3.0593 3.0593 7.3223 0.0000 0.0128 0.0386 Normal Soln
50b50 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
49b40 11.9345 11.9345 22.6252 0.0000 0.0045 0.0018 Normal Soln
51b50 8.3563 8.3563 12.4912 0.0000 -0.0043 0.0097 Normal Soln
L610 8.4305 8.4305 23.3553 0.0000 -0.0025 1.9729 Normal Soln
5352o 21.4830 21.4830 41.3400 0.0000 0.0009 0.1357 Normal Soln
5352u 6.6922 6.6922 16.7951 0.0000 -0.0007 3.5602 Normal Soln
5238o 25.9624 25.9624 50.0000 0.0000 0.0007 0.0703 Normal Soln
5238u 7.9046 7.9046 20.1014 0.0000 -0.0015 2.5780 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.2884 11.2884 38.5461 0.0000 0.0016 2.3708 Normal Soln
5148u 4.1613 4.1613 12.7148 0.0000 0.0012 4.4747 Normal Soln
5049u 14.5416 14.5416 28.2916 0.0000 -0.0005 1.3905 Normal Soln
4948u 3.9025 3.9025 11.8771 0.0000 -0.0024 3.3069 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 -0.0003 0.0091 Normal Soln
4845u 12.7810 12.7810 37.7733 0.0000 -0.0016 1.9437 Normal Soln
4746o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746u 7.5399 7.5399 20.2998 0.0000 0.0018 0.7845 Normal Soln
4645o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4645u 8.4354 8.4354 48.4499 0.0000 -0.0057 1.5190 Normal Soln
4140o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4140u 8.4414 8.4414 21.0642 0.0000 0.0024 0.8707 Normal Soln
4038o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4038u 16.6932 16.6932 46.2786 0.0000 -0.0028 1.4948 Normal Soln
3938o 50.0000 50.0000 50.0000 0.0000 0.0011 0.0068 Normal Soln
3938u 8.8163 8.8163 28.5354 0.0000 -0.0026 2.3633 Normal Soln
3836o 48.9307 48.9307 50.0000 0.0000 0.0006 0.0052 Normal Soln
3836u 8.0626 8.0626 24.9590 0.0000 0.0174 2.3625 Normal Soln
3635o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3635u 1.8328 1.8328 4.7633 114.2500 -0.0144 1.2026 Normal Soln
3533u 6.3977 6.3977 14.9136 0.0000 -0.0064 1.2798 Normal Soln
2217o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2217u 5.6514 5.6514 14.5338 0.0000 0.0065 3.4825 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 7.4307 7.4307 12.3238 0.0000 0.0011 0.7478 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 19.8470 19.8470 48.4144 0.0000 -0.1104 1.1308 Normal Soln
1817o 40.4981 40.4981 50.0000 0.0000 -0.0004 0.0010 Normal Soln
1817u 4.1840 4.1840 11.3584 0.0000 -0.0076 2.3078 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 15.9434 15.9434 31.1102 0.0000 -0.0016 0.8622 Normal Soln
0706o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0706u 6.9276 6.9276 25.2904 0.0000 0.0014 1.7945 Normal Soln
0604o 50.0000 50.0000 50.0000 0.0000 -0.0007 0.0025 Normal Soln
0604u 9.6449 9.6449 20.5622 0.0000 0.0015 2.0274 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 16.0618 16.0618 40.4158 0.0000 0.0016 1.3438 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 4.4394 4.4394 9.3433 0.0000 0.0032 0.7847 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.4152 3.4152 17.3573 0.0000 0.0021 0.3224 Normal Soln
14b14ao 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
14b14au 1.9994 1.9994 5.9738 0.0000 -0.0096 2.4585 Normal Soln
The conduit with the smallest time step limitation was..3635u
The conduit with the largest wobble was.................5148u
The conduit with the largest flow change in any
consecutive time step...................................1918u
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 2.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.02 / 8.92/ N53/ 0.01 / 7.41/ N52/ 0.01 / 6.11/
N38/ 0.02 / 5.02/ N51B/ 0.03 / 3.83/ N48/ 0.02 / 3.62/
N50B/ 1.00 / 5.70/ N49B/ 0.00 / 4.00/ N47/ 0.01 / 3.61/
N46/ 0.01 / 3.01/ N45/ 0.02 / 2.52/ N43/ 0.00 / 9.20/
N42/ 0.01 / 8.31/ N41/ 0.01 / 6.61/ N44/ 0.01 / 8.01/
N40/ 0.01 / 5.61/ N39/ 0.01 / 6.01/ N37/ 0.00 / 7.00/
N36/ 0.01 / 4.48/ N35/ 0.01 / 4.01/ N34/ 0.00 / 4.10/
N33/ 0.02 / 2.62/ N31/ 0.00 / 7.50/ N30/ 0.02 / 4.22/
N29/ 0.01 / 6.41/ N28/ 0.01 / 8.31/ N27/ 0.02 / 5.37/
N26/ 0.02 / 6.52/ N25/ 0.02 / 4.89/ N24/ 0.03 / 2.62/
N23/ 0.01 / 4.71/ N22/ 0.05 / 1.91/ N21/ 1.00 / 3.00/
N20/ 0.02 / 6.02/ N19/ 0.03 / 4.53/ N18/ 0.04 / 1.94/
N17/ 0.04 / 1.79/ N16/ 0.06 / 1.40/ N15/ 0.10 / 1.31/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.04 / 1.38/ N10/ 0.01 / 3.61/
N9/ 0.01 / 2.51/ N8/ 0.02 / 2.02/ N7/ 0.01 / 4.01/
N6/ 0.02 / 3.52/ N5/ 0.01 / 3.31/ N4/ 0.03 / 1.73/
N3/ 0.01 / 1.11/ N2/ 0.06 / 1.11/ N1/ 0.04 / 0.97/
N50/ 0.00 / 5.70/ N49/ 0.00 / 5.00/ N51/ 0.00 / 4.80/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00*/
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01*/
1615/ 0.01*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.01 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00*/ 0811/ 0.00 /
0804/ 0.00*/ 0201/ 0.02 / 50b50/ 0.00 /
49b40/ 0.00*/ 51b50/ 0.00*/ L610/ 0.00*/
5352o/ 0.00 / 5352u/ 0.00 / 5238o/ 0.00 /
5238u/ 0.00*/ 3851o/ 0.00 / 3851u/ 0.00*/
5148u/ 0.00 / 5049u/ 0.00 / 4948u/ 0.00*/
4845o/ 0.00*/ 4845u/ 0.00 / 4746o/ 0.00 /
4746u/ 0.00*/ 4645o/ 0.00 / 4645u/ 0.00*/
4140o/ 0.00 / 4140u/ 0.00*/ 4038o/ 0.00 /
4038u/ 0.00*/ 3938o/ 0.00*/ 3938u/ 0.00*/
3836o/ 0.00*/ 3836u/ 0.00 / 3635o/ 0.00 /
3635u/ 0.00 / 3533u/ 0.00*/ 2217o/ 0.00 /
2217u/ 0.00 / 2019o/ 0.00 / 2019u/ 0.00*/
1918o/ 0.00 / 1918u/ 0.00*/ 1817o/ 0.00 /
1817u/ 0.01 / 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/ 0.02 /
Conduit/ Velocity
5453/ 0.08 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.17 / 4342/ 0.12 /
4241/ 0.18 / 3736/ 0.10 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.02 / 3024/ 0.68 /
3036/ 0.00 / 2827/ 0.12 / 2726/ 0.00 /
2629/ 0.06 / 2930/ 0.22 / 2725/ 0.47 /
2524/ 0.58 / 2422/ 0.40 / L575/ 0.07 /
2117/ 0.02 / 1714B/ 0.00 / 1716/ 0.74 /
1615/ 0.42 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.20 / 1502/ 0.50 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.04 /
0912/ 0.00 / 0908/ 0.20 / 0811/ 0.00 /
0804/ 0.18 / 0201/ 0.28 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.22 /
5352o/ 0.00 / 5352u/ 0.60 / 5238o/ 0.00 /
5238u/ 0.47 / 3851o/ 0.00 / 3851u/ 0.39 /
5148u/ 0.42 / 5049u/ 0.16 / 4948u/ 0.09 /
4845o/ 0.00 / 4845u/ 0.54 / 4746o/ 0.00 /
4746u/ 0.35 / 4645o/ 0.00 / 4645u/ 0.18 /
4140o/ 0.00 / 4140u/ 0.27 / 4038o/ 0.00 /
4038u/ 0.27 / 3938o/ 0.00 / 3938u/ 0.10 /
3836o/ 0.00 / 3836u/ 0.42 / 3635o/ 0.00 /
3635u/ 0.69 / 3533u/ 0.59 / 2217o/ 0.00 /
2217u/ 0.40 / 2019o/ 0.00 / 2019u/ 0.82 /
1918o/ 0.00 / 1918u/ 0.59 / 1817o/ 0.00 /
1817u/ 0.57 / 1009o/ 0.00 / 1009u/ 0.28 /
0706o/ 0.00 / 0706u/ 0.19 / 0604o/ 0.00 /
0604u/ 0.56 / 0504o/ 0.00 / 0504u/ 0.12 /
0403o/ 0.00 / 0403u/ 0.78 / 0302o/ 0.00 /
0302u/ 0.06 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Width
5453/ 0.38 / 5047/ 0.00 / 4946/ 0.01 /
5114b/ 0.01 / 4440/ 0.12 / 4342/ 0.18 /
4241/ 0.17 / 3736/ 0.16 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.54 / 3024/ 0.19 /
3036/ 3.09 / 2827/ 0.22 / 2726/ 8.92 /
2629/ 1.28 / 2930/ 0.86 / 2725/ 0.16 /
2524/ 0.15 / 2422/ 0.28 / L575/ 0.66 /
2117/ 0.27 / 1714B/ 1.64 / 1716/ 0.43 /
1615/ 0.46 / 1614A/ 0.33 / 4514B/ 0.07 /
4515/ 0.21 / 1502/ 0.48 / 14A13/ 0.19 /
1312/ 0.01 / 1211/ 0.22 / 1103/ 0.74 /
0912/ 0.17 / 0908/ 0.15 / 0811/ 0.00 /
0804/ 0.20 / 0201/ 1.41 / 50b50/ 0.00 /
49b40/ 0.70 / 51b50/ 0.73 / L610/ 0.22 /
5352o/ 0.06 / 5352u/ 0.09 / 5238o/ 0.09 /
5238u/ 0.11 / 3851o/ 0.01 / 3851u/ 0.13 /
5148u/ 0.14 / 5049u/ 0.09 / 4948u/ 0.10 /
4845o/ 0.80 / 4845u/ 0.14 / 4746o/ 0.00 /
4746u/ 0.12 / 4645o/ 0.04 / 4645u/ 0.13 /
4140o/ 0.00 / 4140u/ 0.15 / 4038o/ 0.01 /
4038u/ 0.18 / 3938o/ 0.03 / 3938u/ 0.08 /
3836o/ 0.04 / 3836u/ 0.18 / 3635o/ 0.00 /
3635u/ 0.18 / 3533u/ 0.18 / 2217o/ 0.00 /
2217u/ 0.36 / 2019o/ 0.00 / 2019u/ 0.20 /
1918o/ 0.08 / 1918u/ 0.28 / 1817o/ 0.11 /
1817u/ 0.31 / 1009o/ 0.00 / 1009u/ 0.15 /
0706o/ 0.23 / 0706u/ 0.13 / 0604o/ 0.32 /
0604u/ 0.19 / 0504o/ 0.00 / 0504u/ 0.15 /
0403o/ 0.00 / 0403u/ 0.30 / 0302o/ 0.00 /
0302u/ 1.50 / 14b14ao/ 0.00 / 14b14au/ 0.17 /
Junction/ EGL
N54/ 0.02 / N53/ 1.01 / N52/ 0.03 /
N38/ 0.03 / N51B/ 0.04 / N48/ 0.03 /
N50B/ 1.00 / N49B/ 1.00 / N47/ 0.01 /
N46/ 0.02 / N45/ 0.04 / N43/ 0.00 /
N42/ 0.01 / N41/ 1.00 / N44/ 0.01 /
N40/ 0.40 / N39/ 0.01 / N37/ 0.00 /
N36/ 1.05 / N35/ 0.04 / N34/ 0.00 /
N33/ 0.04 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.02 / N28/ 0.01 / N27/ 1.35 /
N26/ 0.02 / N25/ 0.03 / N24/ 0.31 /
N23/ 0.01 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.02 / N19/ 0.06 / N18/ 0.06 /
N17/ 1.20 / N16/ 0.09 / N15/ 0.11 /
N14B/ 0.00 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.04 / N10/ 0.01 /
N9/ 0.01 / N8/ 0.02 / N7/ 0.01 /
N6/ 0.02 / N5/ 0.01 / N4/ 0.05 /
N3/ 0.04 / N2/ 0.07 / N1/ 0.04 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Junction/ Freeboard
N54/ 1.08 / N53/ 2.59 / N52/ 3.89 /
N38/ 4.98 / N51B/ 6.17 / N48/ 6.38 /
N50B/ 4.30 / N49B/ 6.00 / N47/ 6.39 /
N46/ 6.99 / N45/ 7.48 / N43/ 0.80 /
N42/ 1.69 / N41/ 3.39 / N44/ 1.99 /
N40/ 4.39 / N39/ 3.99 / N37/ 3.00 /
N36/ 5.52 / N35/ 5.99 / N34/ 5.90 /
N33/ 7.38 / N31/ 2.50 / N30/ 5.78 /
N29/ 3.59 / N28/ 1.69 / N27/ 4.63 /
N26/ 3.48 / N25/ 5.11 / N24/ 7.38 /
N23/ 5.29 / N22/ 8.09 / N21/ 7.00 /
N20/ 3.98 / N19/ 5.47 / N18/ 8.06 /
N17/ 8.21 / N16/ 8.60 / N15/ 8.69 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.62 / N10/ 6.39 /
N9/ 7.49 / N8/ 7.98 / N7/ 5.99 /
N6/ 6.48 / N5/ 6.69 / N4/ 8.27 /
N3/ 8.89 / N2/ 8.89 / N1/ 9.03 /
N50/ 4.30 / N49/ 5.00 / N51/ 5.20 /
Junction/ Max Volume
N54/ 0.12 / N53/ 1.06 / N52/ 1.05 /
N38/ 1.04 / N51B/ 1.21 / N48/ 1.01 /
N50B/ 1.12 / N49B/ 1.21 / N47/ 0.22 /
N46/ 0.68 / N45/ 1.07 / N43/ 0.06 /
N42/ 0.08 / N41/ 0.20 / N44/ 0.06 /
N40/ 0.64 / N39/ 1.01 / N37/ 0.05 /
N36/ 1.18 / N35/ 0.94 / N34/ 0.00 /
N33/ 1.68 / N31/ 0.02 / N30/ 0.94 /
N29/ 0.08 / N28/ 0.06 / N27/ 1.36 /
N26/ 0.07 / N25/ 0.68 / N24/ 1.24 /
N23/ 0.10 / N22/ 1.46 / N21/ 1.03 /
N20/ 0.26 / N19/ 0.28 / N18/ 1.13 /
N17/ 0.96 / N16/ 1.44 / N15/ 0.99 /
N14B/ 1.14 / N14A/ 0.90 / N13/ 0.53 /
N12/ 0.53 / N11/ 0.59 / N10/ 0.18 /
N9/ 0.28 / N8/ 0.54 / N7/ 0.98 /
N6/ 1.01 / N5/ 0.20 / N4/ 0.57 /
N3/ 0.55 / N2/ 0.57 / N1/ 0.57 /
N50/ 0.00 / N49/ 0.01 / N51/ 0.02 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51B/ 0.00 / N48/ 0.00 /
N50B/ 0.00 / N49B/ 0.00 / N47/ 0.00 /
N46/ 0.00 / N45/ 0.00 / N43/ 0.00 /
N42/ 0.00 / N41/ 0.00 / N44/ 0.00 /
N40/ 0.00 / N39/ 0.00 / N37/ 0.00 /
N36/ 0.00 / N35/ 0.00 / N34/ 0.00 /
N33/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.01 / 2930/ 0.01 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.03 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.03 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.04 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.07 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.01 /
5352o/ 0.00 / 5352u/ 0.00 / 5238o/ 0.00 /
5238u/ 0.00 / 3851o/ 0.00 / 3851u/ 0.00 /
5148u/ 0.00 / 5049u/ 0.00 / 4948u/ 0.00 /
4845o/ 0.00 / 4845u/ 0.00 / 4746o/ 0.00 /
4746u/ 0.00 / 4645o/ 0.00 / 4645u/ 0.00 /
4140o/ 0.00 / 4140u/ 0.00 / 4038o/ 0.00 /
4038u/ 0.00 / 3938o/ 0.00 / 3938u/ 0.00 /
3836o/ 0.00 / 3836u/ 0.00 / 3635o/ 0.00 /
3635u/ 0.00 / 3533u/ 0.00 / 2217o/ 0.00 /
2217u/ 0.01 / 2019o/ 0.00 / 2019u/ 0.00 /
1918o/ 0.00 / 1918u/ 0.01 / 1817o/ 0.00 /
1817u/ 0.01 / 1009o/ 0.00 / 1009u/ 0.00 /
0706o/ 0.00 / 0706u/ 0.00 / 0604o/ 0.00 /
0604u/ 0.00 / 0504o/ 0.00 / 0504u/ 0.00 /
0403o/ 0.00 / 0403u/ 0.00 / 0302o/ 0.00 /
0302u/ 0.04 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Final Volume
5453/ 0.18 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.04 / 4342/ 0.04 /
4241/ 0.03 / 3736/ 0.06 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.36 / 3024/ 0.13 /
3036/ 0.00 / 2827/ 0.09 / 2726/ 0.05 /
2629/ 0.62 / 2930/ 0.33 / 2725/ 0.06 /
2524/ 0.13 / 2422/ 0.27 / L575/ 0.24 /
2117/ 0.05 / 1714B/ 0.00 / 1716/ 0.43 /
1615/ 0.69 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.34 / 1502/ 2.52 / 14A13/ 0.08 /
1312/ 0.00 / 1211/ 0.28 / 1103/ 1.32 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.17 / 0201/ 0.72 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.27 /
5352o/ 0.00 / 5352u/ 0.03 / 5238o/ 0.00 /
5238u/ 0.05 / 3851o/ 0.00 / 3851u/ 0.12 /
5148u/ 0.05 / 5049u/ 0.01 / 4948u/ 0.02 /
4845o/ 0.00 / 4845u/ 0.12 / 4746o/ 0.00 /
4746u/ 0.04 / 4645o/ 0.00 / 4645u/ 0.10 /
4140o/ 0.00 / 4140u/ 0.03 / 4038o/ 0.00 /
4038u/ 0.12 / 3938o/ 0.00 / 3938u/ 0.03 /
3836o/ 0.00 / 3836u/ 0.07 / 3635o/ 0.00 /
3635u/ 0.02 / 3533u/ 0.07 / 2217o/ 0.00 /
2217u/ 0.41 / 2019o/ 0.00 / 2019u/ 0.11 /
1918o/ 0.00 / 1918u/ 0.78 / 1817o/ 0.00 /
1817u/ 0.21 / 1009o/ 0.00 / 1009u/ 0.05 /
0706o/ 0.00 / 0706u/ 0.04 / 0604o/ 0.00 /
0604u/ 0.20 / 0504o/ 0.00 / 0504u/ 0.14 /
0403o/ 0.00 / 0403u/ 0.09 / 0302o/ 0.00 /
0302u/ 1.35 / 14b14ao/ 0.00 / 14b14au/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.01 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.02 /
2629/ 0.01 / 2930/ 0.01 / 2725/ 0.01 /
2524/ 0.01 / 2422/ 0.02 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.03 /
1615/ 0.05 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.03 / 1502/ 0.05 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.02 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.02 / 0201/ 0.03 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.02 /
5352o/ 0.00 / 5352u/ 0.01 / 5238o/ 0.00 /
5238u/ 0.01 / 3851o/ 0.00 / 3851u/ 0.01 /
5148u/ 0.01 / 5049u/ 0.00 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.01 / 4746o/ 0.00 /
4746u/ 0.01 / 4645o/ 0.00 / 4645u/ 0.01 /
4140o/ 0.00 / 4140u/ 0.01 / 4038o/ 0.00 /
4038u/ 0.01 / 3938o/ 0.00 / 3938u/ 0.01 /
3836o/ 0.00 / 3836u/ 0.01 / 3635o/ 0.00 /
3635u/ 0.01 / 3533u/ 0.01 / 2217o/ 0.00 /
2217u/ 0.03 Section 4
/ 2019o/ 0.00 / 2019u/ 0.02 /
1918o/ 0.00 / 1918u/ 0.02 / 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/ 0.01 / 0302o/ 0.00 /
0302u/ 0.03 / 14b14ao/ 0.00 / 14b14au/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.92/ 8.41 5047/ 3.61/ 3.61 4946/ 3.01/ 3.01/
5114b/ 1.80/ 1.80 4440/ 8.01/ 6.00 4342/ 9.20/ 8.31/
4241/ 8.31/ 7.60 3736/ 7.00/ 5.52 3534/ 4.10/ 4.10/
3422/ 1.91/ 1.91 3130/ 7.50/ 5.70 3024/ 4.22/ 2.88/
3036/ 4.48/ 4.48 2827/ 8.31/ 6.70 2726/ 6.52/ 6.52/
2629/ 6.52/ 6.41 2930/ 6.41/ 5.63 2725/ 5.37/ 4.89/
2524/ 4.89/ 2.88 2422/ 2.62/ 1.91 L575/ 4.71/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.79/ 1.40/
1615/ 1.40/ 1.31 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.52/ 1.31 1502/ 1.31/ 1.11 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.38 1103/ 1.38/ 1.11/
0912/ 1.68/ 1.68 0908/ 2.51/ 2.02 0811/ 1.38/ 1.38/
0804/ 2.02/ 1.73 0201/ 1.11/ 0.97 50b50/ 5.70/ 5.70/
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.62/ 1.91/
5352o/ 6.11/ 6.11 5352u/ 7.41/ 6.11 5238o/ 5.02/ 5.02/
5238u/ 6.11/ 5.02 3851o/ 3.83/ 3.83 3851u/ 5.02/ 3.83/
5148u/ 3.83/ 3.62 5049u/ 5.70/ 5.00 4948u/ 4.00/ 3.62/
4845o/ 2.52/ 2.52 4845u/ 3.62/ 2.52 4746o/ 3.01/ 3.01/
4746u/ 3.61/ 3.01 4645o/ 2.52/ 2.52 4645u/ 3.01/ 2.52/
4140o/ 5.61/ 5.61 4140u/ 6.61/ 5.61 4038o/ 5.02/ 5.02/
4038u/ 5.61/ 5.02 3938o/ 5.02/ 5.02 3938u/ 6.01/ 5.02/
3836o/ 4.48/ 4.48 3836u/ 5.02/ 4.48 3635o/ 4.01/ 4.01/
3635u/ 4.48/ 4.01 3533u/ 4.01/ 2.62 2217o/ 1.79/ 1.79/
2217u/ 1.91/ 1.79 2019o/ 4.53/ 4.53 2019u/ 6.02/ 4.53/
1918o/ 1.94/ 1.94 1918u/ 4.53/ 1.94 1817o/ 1.79/ 1.79/
1817u/ 1.94/ 1.79 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/ 1.11/ 1.11 0403u/ 1.73/ 1.11 0302o/ 1.11/ 1.11/
0302u/ 1.11/ 1.11 14b14ao/ 1.65/ 1.65 14b14au/ 1.80/ 1.65/
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 1440
Total number of passes in the simulation........ 2711
Total number of time steps during simulation.... 2597
Ratio of actual # of time steps / NTCYC......... 1.803
Average number of iterations per time step...... 1.044
Average time step size(seconds)................ 2.772
Smallest time step size(seconds)................ 0.833
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 3.879
Average minimum implicit time step (sec)........ 2.387
Average minimum junction time step (sec)........ 2.387
Average Courant Factor Tf....................... 2.387
Number of times omega reduced................... 11
*=========================================================*
| 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 1.01 2624 0 4 0 0 0
N53 0 1.09 2821 0 9 0 0 0
N52 0 1.24 3222 1 7 0 0 0
N38 0 1.61 4193 0 10 1 0 0
N51B 0 1.19 3090 0 7 0 0 0
N48 0 1.24 3229 0 5 0 0 0
N50B 0 1.04 2692 0 6 0 0 0
N49B 0 1.15 2990 0 13 1 0 0
N47 0 1.05 2718 0 5 0 0 0
N46 0 1.09 2822 0 5 0 0 0
N45 0 1.58 4091 0 18 2 0 0
N43 0 1.04 2696 0 4 0 0 0
N42 0 1.13 2932 0 4 0 0 0
N41 0 1.25 3252 0 5 0 0 0
N44 0 1.10 2844 0 5 0 0 0
N40 0 1.37 3555 0 6 0 0 0
N39 0 1.03 2670 1 18 1 0 0
N37 0 1.05 2718 0 5 0 0 0
N36 0 1.51 3927 3 18 2 0 0
N35 0 1.51 3925 1 7 0 0 0
N34 0 1.00 2597 0 1 0 0 0
N33 0 1.56 4058 0 5 0 0 0
N31 0 1.07 2769 0 6 0 0 0
N30 0 1.34 3487 0 8 0 0 0
N29 0 1.19 3091 0 6 0 0 0
N28 0 1.12 2909 0 5 0 0 0
N27 0 1.43 3709 0 6 0 0 0
N26 0 1.05 2717 0 20 1 0 0
N25 0 1.44 3733 0 5 0 0 0
N24 0 1.76 4577 0 5 0 0 0
N23 0 1.30 3367 0 6 0 0 0
N22 0 1.68 4370 0 7 0 0 0
N21 0 1.53 3972 0 7 0 0 0
N20 0 1.20 3114 0 5 0 0 0
N19 0 1.50 3892 1 8 0 0 0
N18 0 1.52 3958 0 7 0 0 0
N17 0 2.10 5454 0 5 0 0 0
N16 0 2.23 5786 0 14 4 0 0
N15 0 1.74 4530 0 6 0 0 0
N14B 0 1.31 3394 1 14 1 0 0
N14A 0 2.06 5352 2 13 8 0 0
N13 0 1.90 4925 0 6 0 0 0
N12 0 1.68 4361 0 6 0 0 0
N11 0 1.79 4646 0 10 1 0 0
N10 0 1.11 2886 0 5 0 0 0
N9 0 1.19 3082 0 4 0 0 0
N8 0 1.24 3231 0 5 0 0 0
N7 0 1.15 2986 0 5 0 0 0
N6 0 1.47 3815 0 13 1 0 0
N5 0 1.11 2889 0 5 0 0 0
N4 0 1.63 4233 0 6 0 0 0
N3 0 2.12 5506 1 10 1 0 0
N2 0 2.18 5667 0 7 0 0 0
N1 0 1.98 5130 0 6 0 0 0
N50 0 1.00 2597 0 1 0 0 0
N49 0 1.01 2629 0 4 0 0 0
N51 0 1.08 2798 0 6 0 0 0
Total number of iterations for all junctions.. 205228
Minimum number of possible iterations......... 148029
Efficiency of the simulation.................. 1.39
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 9.0195 0 26 0.0000 0.9805 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.4560 0 25 0.0000 1.5440 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.1505 0 25 0.0000 2.8495 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.0421 0 27 0.0000 3.9579 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0140 0 23 0.0000 4.9860 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6078 0 26 0.0000 5.3922 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.8236 0 22 0.0000 4.1764 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2080 0 23 0.0000 4.7920 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 3.8244 0 25 0.0000 6.1756 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 3.6785 0 25 0.0000 6.3215 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5655 0 25 0.0000 6.4345 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2579 0 25 0.0000 0.7421 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.3787 0 25 0.0000 1.6213 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 6.7974 0 25 0.0000 3.2026 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.0639 0 25 0.0000 1.9361 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.2395 0 28 0.0000 3.7605 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0128 0 24 0.0000 2.9872 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0505 0 25 0.0000 2.9495 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.9700 5.6530 0 30 0.0000 4.3470 1.0000 0.0000 0.0000 0.0000
N35 10.0000 6.4000 4.9443 0 25 0.0000 5.0557 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.8000 4.1000 0 0 0.0000 5.9000 1.0000 0.0000 0.0000 0.0000
N33 10.0000 3.0500 4.2772 0 25 1.2272 5.7228 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5159 0 25 0.0000 2.4841 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.1421 0 25 0.0000 4.8579 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.4824 0 25 0.0000 3.5176 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3609 0 25 0.0000 1.6391 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7092 0 25 0.0000 3.2908 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.5654 0 26 0.0000 3.4346 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.5489 0 25 0.3039 4.4511 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 3.8264 0 25 0.5164 6.1736 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.7992 0 25 0.0000 5.2008 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.3212 0 25 0.0000 6.6788 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0333 0 25 0.0000 6.9667 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.2591 0 25 0.0000 3.7409 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.7833 0 25 0.0000 5.2167 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.0341 0 25 0.0000 6.9659 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.7087 0 25 0.0000 7.2913 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.7802 0 25 0.3802 7.2198 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.2010 0 25 0.1660 7.7990 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 2.9368 0 28 0.0000 7.0632 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.4953 0 26 0.0000 7.5047 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.3863 0 26 0.0000 7.6137 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.2116 0 27 0.0000 7.7884 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 1.9342 0 29 0.0000 8.0658 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.7784 0 23 0.0000 6.2216 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 2.7772 0 25 0.0000 7.2228 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 2.5402 0 25 0.0000 7.4598 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 4.9789 0 25 0.0000 5.0211 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5090 0 25 0.0000 5.4910 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.4952 0 25 0.0000 6.5048 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.2702 0 25 0.0000 7.7298 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.6527 0 26 0.0000 8.3473 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.6154 0 26 0.0000 8.3846 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.4954 0 27 0.0000 8.5046 1.0000 0.0000 0.0000 0.0000
N50 10.0000 6.1000 5.7000 0 0 0.0000 4.3000 1.0000 0.0000 0.0000 0.0000
N49 10.0000 5.4000 5.0061 0 25 0.0000 4.9939 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8152 0 26 0.0000 5.1848 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 0.0494 0 26 0.3426 0 26 0.0482 9.0195 8.4753 .2988 .1882
5047 2.8812 1.4600 200.0000 0.0000 0 0 0.0000 0 0 0.0000 3.8244 3.8244 .0000 .0000
4946 2.8075 1.4227 200.0000 0.0043 0 25 0.1087 0 25 0.0015 5.0061 4.0016 .0305 .0079
5114b 3.5733 1.8108 200.0000 0.0417 0 26 0.3097 0 26 0.0117 4.8152 3.0119 .0760 .0597
4440 10.0429 4.8092 400.0000 0.0791 0 25 1.1052 0 22 0.0079 8.0639 6.2395 .1597 .5987
4342 9.2249 4.4176 400.0000 0.0568 0 25 0.7317 0 25 0.0062 9.2579 8.3787 .1446 .1969
4241 8.1356 3.8959 400.0000 0.1118 0 25 1.0859 0 25 0.0137 8.3787 7.6785 .1969 .1962
3736 14.9983 3.6090 400.0000 0.0628 0 25 0.6904 0 22 0.0042 7.0505 5.6530 .1262 .3324
3534 24.3602 2.4544 500.0000 0.0000 0 0 0.0000 0 0 0.0000 4.1000 4.1000 .0000 .0000
3422 2.2724 0.5750 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.3212 3.3212 .0000 .0000
3130 13.5508 2.2744 300.0000 0.0862 0 25 0.3039 0 25 0.0064 7.5159 5.7124 .0530 .0412
3024 0.4621 2.9058 450.0000 0.3240 0 25 2.2527 0 22 0.7010 5.1420 3.8263 2.093 2.147
3036 6.7857 1.4251 400.0000 -0.0133 0 30 -0.0463 0 30 -0.0020 5.6513 5.6530 .0782 .3324
2827 15.5945 3.7524 400.0000 0.1061 0 25 0.8599 0 25 0.0068 8.3609 6.7602 .1523 .1506
2726 18.5574 3.1124 300.0000 0.0561 0 25 0.1027 0 25 0.0030 6.7092 6.5654 .0305 .2181
2629 2.4524 0.5150 400.0000 0.0200 0 26 0.1103 0 27 0.0081 6.5654 6.4824 .1636 .2061
2930 11.6053 2.4373 400.0000 0.1741 0 25 0.7518 0 25 0.0150 6.4824 5.7021 .2061 .2053
2725 0.2218 2.0080 375.0000 0.2598 0 23 2.3602 0 23 1.1714 6.7092 5.5489 3.624 1.810
2524 0.2779 2.5163 375.0000 0.2498 0 22 2.4295 0 22 0.8987 5.5489 3.8263 1.810 2.576
2422 0.8401 2.9711 600.0000 0.5525 0 25 1.9388 0 25 0.6576 3.8264 3.3212 2.060 2.435
L575 4.4056 1.1111 300.0000 0.1582 0 25 0.4086 0 25 0.0359 4.7992 3.4730 .3305 .2432
2117 10.3655 2.0976 500.0000 0.0962 0 25 0.3528 0 25 0.0093 3.0333 2.9712 .0665 .0424
1714B 8.1188 0.9553 500.0000 -0.0107 0 28 -0.0812 0 28 -0.0013 2.9264 2.9368 .0529 .1735
1716 3.1532 3.6415 1050.000 1.7367 0 25 2.1658 0 29 0.5508 2.7087 2.7802 .9130 1.362
1615 0.7725 1.7486 750.0000 1.0805 0 26 2.4356 0 26 1.3987 2.7802 2.2010 1.920 1.321
1614A 0.7872 1.7819 750.0000 0.6583 0 25 1.4611 0 25 0.8362 2.7802 2.4953 1.506 1.193
4514B 28.0567 3.5017 450.0000 0.1237 0 25 0.8298 0 25 0.0044 3.5655 2.9368 .1455 .1928
4515 0.1942 2.7467 300.0000 0.1680 0 15 2.3461 0 15 0.8653 3.5655 2.2010 3.551 3.303
1502 0.6052 1.1322 825.0000 1.2447 0 26 2.5943 0 25 2.0566 2.2010 1.6154 1.201 .6853
14A13 16.6072 0.8411 1700.000 -0.7681 0 25 -0.3814 0 25 -0.0463 2.4953 2.3863 .3737 .4625
1312 15.7543 0.6101 1400.000 0.7648 0 26 0.3657 0 25 0.0485 2.3863 2.2116 .3759 .3797
1211 22.0747 0.6694 1700.000 0.7313 0 27 0.2508 0 25 0.0331 2.2116 1.9342 .3127 .3495
1103 34.9730 0.7240 2000.000 0.8209 0 29 0.3585 0 31 0.0235 1.9342 1.6527 .2971 .2764
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.7772 2.2116 .0000 .0000
0908 0.1628 1.4741 375.0000 0.0910 0 26 0.9885 0 14 0.5588 2.7772 2.5402 .7391 1.440
0811 6.0914 1.5476 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.9342 1.9342 .0000 .0000
0804 0.2208 1.3886 450.0000 0.1726 0 26 1.0527 0 25 0.7813 2.5402 2.2702 1.200 1.267
0201 142.3584 2.9703 2000.000 2.7482 0 27 1.3671 0 26 0.0193 1.6154 1.4954 .2827 .2827
50b50 13.6470 6.9913 400.0000 0.0000 0 0 0.0000 0 0 0.0000 5.7000 5.7000 .0000 .0000
49b40 13.6470 6.9913 400.0000 0.0119 0 25 0.4446 0 25 0.0009 5.2080 5.0061 .0200 .0153
51b50 13.6470 6.9913 400.0000 0.0522 0 25 0.8006 0 25 0.0038 5.0140 4.8152 .0349 .0380
L610 0.3758 2.3626 450.0000 0.3430 0 38 2.1409 0 38 0.9128 4.2771 3.3212 3.726 3.247
5352o 1.1925 2.1371 300.0000 0.0808 0 25 0.7983 0 25 0.0677 8.4560 7.1557 .1868 .1855
5352u 0.0273 1.5423 150.0000 0.0365 0 42 2.0839 0 44 1.3409 8.4560 7.1505 7.040 7.003
5238o 1.6591 2.2063 400.0000 0.0583 0 25 0.6561 0 25 0.0351 7.1505 6.0473 .1264 .1183
5238u 0.0735 1.8497 225.0000 0.0825 0 21 2.0414 0 21 1.1218 7.1505 6.0421 4.669 4.631
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0421 5.0140 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0582 0 27 1.4269 0 27 0.8770 6.0421 5.0140 4.631 5.395
5148u 0.0407 1.0234 225.0000 0.0668 0 12 1.6563 0 13 1.6424 5.0140 4.6078 5.395 4.479
5049u 0.0573 1.4423 225.0000 0.0329 0 25 1.3088 0 22 0.5745 5.8236 5.2080 .5495 .9244
4948u 0.0590 1.4830 225.0000 0.0686 0 23 1.6839 0 23 1.1641 5.2080 4.6078 5.368 4.479
4845o 2.5500 1.2922 200.0000 0.0116 0 26 0.0353 0 26 0.0046 4.6078 3.5655 .0390 .3273
4845u 0.1309 1.8523 300.0000 0.1057 0 14 1.5884 0 12 0.8076 4.6078 3.5655 3.359 3.551
4746o 17.3588 1.9947 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.6785 3.6785 .0000 .0000
4746u 0.1498 2.1194 300.0000 0.0466 0 25 1.2315 0 13 0.3109 3.8244 3.6785 .7482 2.261
4645o 15.8729 1.6240 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.6784 3.5655 .0000 .0000
4645u 0.1105 1.5637 300.0000 0.0487 0 25 0.6812 0 25 0.4408 3.6784 3.5655 2.261 3.551
4140o 7.7278 3.0800 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.2395 6.2395 .0000 .0000
4140u 0.3099 2.8063 375.0000 0.1111 0 25 1.5194 0 21 0.3584 6.7974 6.2395 .5264 1.705
4038o 9.0986 1.8214 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.2395 6.0421 .0000 .0000
4038u 0.2678 1.6839 450.0000 0.1464 0 33 1.4694 0 14 0.5467 6.2395 6.0421 1.421 2.315
3938o 6.1031 3.1260 400.0000 0.0208 0 24 0.3397 0 24 0.0034 7.0128 6.0421 .0320 .1053
3938u 0.0261 1.4762 150.0000 0.0256 0 21 1.4030 0 21 0.9801 7.0128 6.0421 6.751 6.947
3836o 9.9729 2.0945 400.0000 0.0258 0 27 0.1012 0 26 0.0026 6.0421 5.6530 .1053 .3324
3836u 0.3282 2.0635 450.0000 0.2571 0 23 1.6028 0 23 0.7834 6.0421 5.6530 2.315 2.628
3635o 350.7969 7.2605 1200.000 0.0000 0 0 0.0000 0 0 0.0000 4.9443 4.9443 .0000 .0000
3635u 0.6696 4.2102 450.0000 0.3361 0 38 2.0994 0 38 0.5019 5.6530 4.9443 2.628 2.098
3533u 0.5928 3.7276 450.0000 0.3424 0 38 2.5480 0 13 0.5776 4.9443 4.2772 2.098 3.727
2217o 14.0423 1.9555 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.7087 2.7087 .0000 .0000
2217u 0.6241 1.4127 750.0000 1.0683 0 25 2.4082 0 25 1.7117 3.3211 2.7087 1.948 1.278
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.7832 4.7832 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.2352 0 25 2.4343 0 27 0.3689 6.2591 4.7832 .5758 .6294
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.7833 3.0341 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.4497 0 24 2.2730 0 24 0.4764 4.7833 3.0341 .4721 1.890
1817o 9.1593 1.0777 500.0000 0.0045 0 25 0.1524 0 26 0.0005 3.0341 2.9702 .0683 .0405
1817u 0.5070 1.7932 600.0000 0.5503 0 26 1.9374 0 26 1.0854 3.0341 2.7087 1.890 1.597
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.7772 2.7772 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.0982 0 25 1.6072 0 23 0.4065 3.7784 2.7772 .4758 .7391
0706o 7.2322 2.1546 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.9787 4.5090 .0000 .0000
0706u 0.1248 1.7661 300.0000 0.0851 0 25 1.1865 0 25 0.6817 4.9787 4.5090 3.262 3.363
0604o 9.6606 3.5603 300.0000 0.0121 0 25 0.3109 0 25 0.0012 4.5090 2.8053 .0301 .0177
0604u 0.3116 2.8210 375.0000 0.3083 0 26 2.7721 0 26 0.9896 4.5090 2.2702 2.690 1.520
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.2702 2.2702 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.0913 0 25 1.5598 0 25 0.5928 3.4952 2.2702 .6508 1.900
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6527 1.6527 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.7523 0 25 2.1406 0 25 0.3901 2.2702 1.6527 .7603 .7370
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6154 1.6154 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.4805 0 26 0.5762 0 28 0.1476 1.6527 1.6154 .9212 .9423
14b14ao 75.9084 3.3944 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4953 2.4953 .0000 .0000
14b14au 0.1270 1.7965 300.0000 0.1201 0 30 1.6740 0 31 0.9456 2.9368 2.4953 3.789 2.984
FREE # 1 Undefnd Undefnd Undefn 2.7482 0 27
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
5453 0.1667 0.0000 0.0000 119.8333 0.0531 0.1442 0.0334
5047 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4946 87.0139 0.0000 0.0000 32.9861 0.0041 0.0399 0.0004
5114b 70.1528 0.0000 0.0000 49.8472 0.0137 0.1347 0.0042
4440 0.1667 15.5556 0.0000 104.2778 0.0676 0.4271 0.0653
4342 0.1667 119.8333 0.0000 0.0000 0.0331 0.0776 0.0500
4241 0.1667 0.0000 0.0000 119.8333 0.0387 0.1030 0.0853
3736 0.1667 16.7778 0.0000 103.0556 0.0428 0.2929 0.0326
3534 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3422 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3130 0.1667 0.0000 0.0000 119.8333 0.0143 0.2835 0.0043
3024 0.1667 9.5000 0.0000 110.3333 0.1365 0.1636 1.9288
3036 108.8889 0.0000 11.1111 0.0000 0.0404 0.2870 0.0038
2827 0.1667 0.0000 0.0000 119.8333 0.0298 0.1234 0.0521
2726 116.1667 3.8333 0.0000 0.0000 0.0319 0.6353 0.0030
2629 0.2500 119.7500 0.0000 0.0000 0.0357 0.1822 0.0081
2930 0.2500 0.0000 0.0000 119.7500 0.0405 0.2316 0.0618
2725 0.1667 119.8333 0.0000 0.0000 0.1083 0.1139 2.0840
2524 0.1667 9.3889 0.0000 110.4444 0.1134 0.1136 1.6857
2422 0.1667 119.8333 0.0000 0.0000 0.1679 0.2908 2.6129
L575 0.1667 0.0000 0.0000 119.8333 0.0437 0.3872 0.0352
2117 5.8333 0.0000 0.0000 114.1667 0.0277 0.2729 0.0096
1714B 113.0278 0.0000 6.9722 0.0000 0.0264 0.1314 0.0046
1716 0.1667 114.2500 0.0000 5.5833 0.2938 0.8464 2.4506
1615 0.1667 119.8333 0.0000 0.0000 0.2277 0.4522 2.9559
1614A 8.9583 55.6250 55.4167 0.0000 0.2281 0.4609 1.4787
4514B 95.4722 6.8611 0.0000 17.6667 0.0355 0.1845 0.0543
4515 0.1667 119.8333 0.0000 0.0000 0.0839 0.0728 2.2899
1502 0.1667 119.8333 0.0000 0.0000 0.2335 0.4833 2.0105
14A13 12.0000 108.0000 0.0000 0.0000 0.3064 2.0185 0.2706
1312 12.0000 108.0000 0.0000 0.0000 0.2545 2.1095 0.1916
1211 12.2500 107.7500 0.0000 0.0000 0.2256 3.0265 0.1365
1103 0.1667 119.8333 0.0000 0.0000 0.3418 2.3148 0.2013
0912 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0908 0.1667 119.8333 0.0000 0.0000 0.1041 0.0979 0.3695
0811 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0804 0.1667 119.8333 0.0000 0.0000 0.1312 0.1654 0.5796
0201 0.1667 119.8333 0.0000 0.0000 0.3521 2.0130 0.7718
50b50 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
49b40 117.1667 2.8333 0.0000 0.0000 0.0056 0.0269 0.0025
51b50 96.6944 23.3056 0.0000 0.0000 0.0138 0.0667 0.0109
L610 0.1667 119.8333 0.0000 0.0000 0.1259 0.1635 2.9429
5352o 87.7778 0.0000 0.0000 32.2222 0.0528 0.1012 0.0446
5352u 0.1667 119.8333 0.0000 0.0000 0.0453 0.0184 1.6044
5238o 104.3889 5.3056 0.0000 10.3056 0.0467 0.0889 0.0321
5238u 0.1667 119.8333 0.0000 0.0000 0.0658 0.0409 1.8224
3851o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3851u 0.1667 119.8333 0.0000 0.0000 0.0630 0.0413 1.6070
5148u 0.1667 119.8333 0.0000 0.0000 0.0672 0.0409 1.5407
5049u 7.4167 5.1944 0.0000 107.3889 0.0626 0.0293 0.1844
4948u 0.2500 119.7500 0.0000 0.0000 0.0629 0.0410 1.8632
4845o 111.5833 8.4167 0.0000 0.0000 0.0334 0.3310 0.0013
4845u 1.3333 118.6667 0.0000 0.0000 0.0913 0.0729 1.5156
4746o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746u 0.1667 119.8333 0.0000 0.0000 0.0835 0.0633 0.3324
4645o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4645u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 0.5933
4140o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4140u 0.1667 119.8333 0.0000 0.0000 0.0954 0.0823 0.5420
4038o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4038u 0.2500 119.7500 0.0000 0.0000 0.1259 0.1638 0.7374
3938o 110.5278 7.3889 0.0000 2.0833 0.0227 0.1105 0.0043
3938u 0.2500 119.7500 0.0000 0.0000 0.0428 0.0183 1.2811
3836o 109.6667 10.3333 0.0000 0.0000 0.0418 0.2929 0.0081
3836u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1636 1.7448
3635o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3635u 0.1667 119.8333 0.0000 0.0000 0.1235 0.1630 1.9817
3533u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1640 2.4700
2217o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2217u 0.1667 119.8333 0.0000 0.0000 0.2124 0.4526 2.9113
2019o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 119.8333 0.0000 0.0000 0.1245 0.0992 0.6410
1918o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 119.8333 0.0000 0.0000 0.1526 0.2013 1.5607
1817o 118.2292 0.0000 0.0000 1.7708 0.0137 0.0297 0.0041
1817u 0.1667 119.8333 0.0000 0.0000 0.1824 0.2947 2.0025
1009o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 119.8333 0.0000 0.0000 0.0987 0.0647 0.3315
0706o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0706u 0.1667 119.8333 0.0000 0.0000 0.0870 0.0727 1.1784
0604o 117.6667 0.0000 0.0000 2.3333 0.0070 0.0388 0.0022
0604u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1135 2.1752
0504o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0504u 0.1667 119.8333 0.0000 0.0000 0.0813 0.0588 0.5950
0403o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 119.8333 0.0000 0.0000 0.2256 0.3519 1.1883
0302o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0302u 0.1667 119.8333 0.0000 0.0000 0.3108 0.8376 0.3207
14b14ao 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14b14au 72.3750 47.6250 0.0000 0.0000 0.0839 0.0728 1.6575
*===========================================*
| 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 0.0112 80.7087 0.0003 0.9977 0.3535 0.0282 0.0600 4.1591
5047 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0350
4946 0.0002 1.5410 0.0000 0.3916 0.3888 0.0005 0.0048 0.0350
5114b 0.0043 31.3002 0.0002 0.5861 0.5888 0.0031 0.0308 0.0350
4440 0.0151 108.7530 0.0005 0.9977 1.1171 0.0224 0.0741 1.6636
4342 0.0111 79.5929 0.0003 0.9977 0.8478 0.0173 0.0279 1.6636
4241 0.0215 154.6846 0.0007 0.9977 1.1141 0.0200 0.0366 1.6636
3736 0.0120 86.1538 0.0003 0.9977 0.8278 0.0162 0.0665 1.8485
3534 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
3422 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
3130 0.0181 130.0512 0.0004 0.9977 1.0831 0.0061 0.1218 3.2349
3024 0.0709 510.7276 0.0020 0.9977 1.5389 0.0741 0.0532 1.2015
3036 -0.0007 -5.0881 0.0001 0.1552 0.0000 0.0084 0.0377 0.0210
2827 0.0207 149.2370 0.0006 0.9977 1.0332 0.0154 0.0445 1.8485
2726 0.0010 6.9766 0.0003 0.0535 0.0124 0.0327 0.0393 0.0200
2629 0.0043 30.7953 0.0001 0.9977 0.1198 0.0198 0.0708 3.2349
2930 0.0390 280.7451 0.0012 0.9977 0.7551 0.0230 0.0922 1.8485
2725 0.0565 406.4502 0.0017 0.9977 1.1996 0.0687 0.0502 1.2015
2524 0.0563 405.7200 0.0017 0.9911 1.5922 0.0643 0.0400 0.0130
2422 0.1276 918.5759 0.0027 0.9977 0.8228 0.1085 0.1321 1.2015
L575 0.0327 235.6347 0.0007 0.9977 0.4505 0.0234 0.1455 4.1591
2117 0.0180 129.2667 0.0010 0.9657 0.9349 0.0108 0.1065 0.0200
1714B -0.0004 -2.5797 0.0001 0.0970 0.0000 0.0027 0.0097 0.0218
1716 0.4239 3051.8745 0.0086 0.9977 0.9910 0.1772 0.3412 1.2015
1615 0.3353 2414.3474 0.0070 0.9915 0.6182 0.1594 0.2857 0.0130
1614A 0.0888 639.3214 0.0037 0.9365 0.1293 0.1196 0.2109 0.0130
4514B 0.0109 78.3725 0.0006 0.3435 0.3099 0.0079 0.0299 0.0216
4515 0.0671 483.1627 0.0010 0.9977 0.9478 0.0648 0.0508 1.2015
1502 0.4024 2897.4419 0.0088 0.9977 0.9659 0.1670 0.2705 1.2015
14A13 -0.1040 -748.9175 0.0040 0.9084 0.0020 0.1370 0.6175 0.1211
1312 0.1045 752.6638 0.0039 0.9084 0.0782 0.0879 0.5970 0.1206
1211 0.1063 765.4632 0.0032 0.9060 0.0597 0.0912 0.8241 0.1218
1103 0.1487 1070.5209 0.0034 0.9977 0.1206 0.1654 0.8625 11.5531
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0232 0.2350 0.0450
0908 0.0187 134.3087 0.0005 0.9977 0.7508 0.0576 0.0322 1.2939
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0804 0.0363 261.0314 0.0008 0.9977 0.6282 0.0778 0.0609 1.2015
0201 0.7294 5251.9493 0.0174 0.9977 0.5391 0.1991 0.9208 3.6970
50b50 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0100
49b40 0.0002 1.4723 0.0001 0.0393 0.0766 0.0008 0.0012 0.0100
51b50 0.0043 30.9830 0.0003 0.3265 0.5899 0.0033 0.0142 0.0100
L610 0.0979 704.9776 0.0018 0.9977 0.6858 0.0857 0.0924 1.1091
5352o 0.0097 69.8325 0.0004 0.4270 0.4354 0.0137 0.0258 0.0350
5352u 0.0141 101.2400 0.0003 0.9973 1.3288 0.0318 0.0117 1.1834
5238o 0.0035 25.3341 0.0003 0.2179 0.2002 0.0061 0.0115 0.0350
5238u 0.0248 178.5086 0.0004 0.9973 1.1926 0.0434 0.0220 1.0989
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0011 0.0020 0.0350
3851u 0.0220 158.1525 0.0004 0.9977 0.8237 0.0469 0.0258 1.2015
5148u 0.0260 187.2155 0.0006 0.9977 0.8080 0.0483 0.0275 1.2939
5049u 0.0058 41.7491 0.0002 0.9507 1.1926 0.0281 0.0081 0.0140
4948u 0.0142 102.4472 0.0008 0.9977 0.5656 0.0412 0.0221 1.2939
4845o 0.0005 3.4716 0.0001 0.1171 0.0109 0.0072 0.0713 0.0350
4845u 0.0399 287.1720 0.0008 0.9927 0.9455 0.0580 0.0414 0.0130
4746o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0286
4746u 0.0195 140.3448 0.0003 0.9977 1.0481 0.0403 0.0218 1.2015
4645o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0034 0.0118 0.0295
4645u 0.0198 142.3868 0.0005 0.9977 0.4003 0.0510 0.0370 1.2939
4140o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0216
4140u 0.0215 154.6742 0.0006 0.9977 1.1277 0.0505 0.0295 1.2015
4038o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0009 0.0022 0.0216
4038u 0.0402 289.6966 0.0014 0.9977 0.7801 0.0697 0.0649 1.2015
3938o 0.0008 5.4994 0.0001 0.1317 0.0674 0.0025 0.0119 0.0250
3938u 0.0072 51.8938 0.0003 0.9973 0.7154 0.0291 0.0104 1.0143
3836o 0.0011 7.9074 0.0001 0.1448 0.0128 0.0069 0.0461 0.0211
3836u 0.0671 483.1284 0.0016 0.9977 0.8610 0.0746 0.0769 1.2015
3635o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0350
3635u 0.0939 676.0805 0.0023 0.9977 1.3606 0.0751 0.0764 1.1091
3533u 0.0978 704.1930 0.0022 0.9977 1.5384 0.0725 0.0727 1.1091
2217o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0277
2217u 0.2697 1941.7018 0.0067 0.9977 0.8391 0.1426 0.2128 1.2015
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0201
2019u 0.0560 402.9867 0.0012 0.9977 1.7883 0.0676 0.0388 1.2015
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 0.0003 0.0261
1918u 0.1007 725.2782 0.0028 0.9977 1.1983 0.0966 0.0901 1.2015
1817o 0.0000 0.2415 0.0000 0.0250 0.0101 0.0002 0.0004 0.0219
1817u 0.1285 924.9351 0.0035 0.9977 0.7664 0.1181 0.1336 1.2015
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
1009u 0.0186 134.1848 0.0006 0.9977 1.2702 0.0470 0.0207 1.2939
0706o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 0.0005 0.0247
0706u 0.0169 121.3655 0.0006 0.9977 0.8430 0.0510 0.0253 1.2015
0604o 0.0001 0.9698 0.0001 0.0323 0.0488 0.0002 0.0009 0.0213
0604u 0.0702 505.1778 0.0014 0.9977 1.5619 0.0689 0.0479 1.2015
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
0504u 0.0180 129.3283 0.0004 0.9977 0.8542 0.0501 0.0269 1.2015
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0403u 0.1601 1152.9475 0.0044 0.9977 1.4090 0.1205 0.1342 1.2015
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0219
0302u 0.3096 2228.8046 0.0026 0.9977 0.1764 0.1867 0.4301 0.6470
14b14ao 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0350
14b14au 0.0151 108.8404 0.0008 0.5718 0.1317 0.0482 0.0382 0.0140
FREE # 1 0.7296 5253.0556
*===============================================================*
| 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 0.0494 0.0000 0.5362 0.0753 0.1029 9.0195 8.4753 Max Flow
5047 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4946 0.0043 0.0000 1.0053 0.0016 0.0026 5.0061 4.0016 Max Flow
5114b 0.0417 0.0000 1.7923 0.0119 0.0134 4.8152 3.0119 Max Flow
4440 0.0791 0.0000 0.0442 0.0852 0.0639 8.0639 6.1914 Max Flow
4342 0.0568 0.0000 0.3918 0.0745 0.0574 9.2578 8.3787 Max Flow
4241 0.1117 0.0000 0.7005 0.0982 0.0785 8.3787 7.6785 Max Flow
3736 0.0628 0.0000 0.2433 0.0585 0.0502 7.0505 5.6112 Max Flow
3534 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3422 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3130 0.0861 0.0000 1.7938 0.0124 0.0139 7.5159 5.7124 Max Flow
3024 0.3239 0.6659 0.6491 0.3928 0.2778 5.1420 3.8255 Max Flow
3036 0.0000 0.0000 0.0000 0.0000 0.0000 5.6197 5.6197 Max Flow
2827 0.1061 0.0000 1.5984 0.0724 0.0602 8.3609 6.7602 Max Flow
2726 0.0560 0.0000 0.0050 0.0082 0.0076 6.7091 6.5505 Max Flow
2629 0.0200 0.0000 0.0566 0.0361 0.0653 6.5654 6.4812 Max Flow
2930 0.1740 0.0000 0.7798 0.0876 0.0821 6.4824 5.7021 Max Flow
2725 0.2593 0.8517 0.6133 0.3503 0.3750 6.7038 5.2345 Max Flow
2524 0.2496 0.5484 1.4666 0.3475 0.2779 5.2049 3.2277 Max Flow
2422 0.5524 0.1944 0.3108 0.4849 0.3551 3.8247 3.3207 Max Flow
L575 0.1582 0.0000 1.3184 0.0730 0.0881 4.7992 3.4730 Max Flow
2117 0.0962 0.0000 0.0594 0.0212 0.0282 3.0333 2.9712 Max Flow
1714B 0.0000 0.0000 0.0000 0.0000 0.0000 2.8997 2.8997 Max Flow
1716 1.7367 -0.1448 0.1118 0.7511 0.5563 2.7086 2.7802 Max Flow
1615 1.0804 0.3267 0.2522 0.6362 0.7500 2.7757 2.1954 Max Flow
1614A 0.6582 0.2572 0.0336 0.5024 0.5247 2.7802 2.4942 Max Flow
4514B 0.1237 0.0000 0.6337 0.0763 0.0649 3.5654 2.9162 Max Flow
4515 0.1680 0.5901 0.9408 0.2879 0.2155 3.5235 1.9893 Max Flow
1502 1.2446 -0.1227 0.7553 0.6714 0.8250 2.1926 1.6137 Max Flow
14A13 0.0025 0.0000 0.0008 0.0127 0.0541 1.9204 1.9195 Max Flow
1312 0.7648 0.0000 0.1806 0.3261 0.5255 2.3863 2.2055 Max Flow
1211 0.7313 0.0000 0.2533 0.3210 0.5306 2.2116 1.9214 Max Flow
1103 0.8208 0.0000 0.2948 0.2452 0.5990 1.9342 1.6346 Max Flow
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0908 0.0909 0.1273 0.1811 0.2209 0.2003 2.7661 2.5051 Max Flow
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0804 0.1725 0.0934 0.1700 0.2919 0.2993 2.5136 2.2498 Max Flow
0201 2.7481 0.0000 0.1200 0.4751 0.5653 1.6154 1.4953 Max Flow
50b50 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
49b40 0.0118 0.0000 0.1998 0.0062 0.0027 5.2056 5.0056 Max Flow
51b50 0.0522 0.0000 0.1992 0.0222 0.0121 5.0126 4.8147 Max Flow
L610 0.3430 0.6350 0.6076 0.4006 0.3379 3.7914 2.5469 Max Flow
5352o 0.0807 0.0000 1.2988 0.0588 0.0556 8.4560 7.1556 Max Flow
5352u 0.0365 0.0809 2.0957 1.0144 0.1500 8.4145 6.2378 Max Flow
5238o 0.0583 0.0000 1.0969 0.0473 0.0489 7.1505 6.0473 Max Flow
5238u 0.0823 0.1927 1.3348 0.2182 0.2250 7.1015 5.5607 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0582 0.1547 0.8780 0.1977 0.1635 6.0421 5.0104 Max Flow
5148u 0.0666 0.1881 0.5173 0.2064 0.2250 4.5757 3.8769 Max Flow
5049u 0.0329 0.1463 0.3699 0.1518 0.1222 5.8223 5.2056 Max Flow
4948u 0.0686 0.0847 0.5157 0.2079 0.2250 5.2075 4.6055 Max Flow
4845o 0.0116 0.0000 0.0085 0.0042 0.0077 4.6078 3.5652 Max Flow
4845u 0.1056 0.3684 0.7028 0.2510 0.2042 4.3242 3.2607 Max Flow
4746o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746u 0.0466 0.1130 0.0628 0.1668 0.1147 3.8244 3.6775 Max Flow
4645o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4645u 0.0487 0.0182 0.0949 0.1708 0.1394 3.6776 3.5646 Max Flow
4140o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4140u 0.1111 0.5281 0.2261 0.2452 0.1551 6.7974 6.2039 Max Flow
4038o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4038u 0.1463 0.0415 0.1776 0.2681 0.2373 6.1824 5.9695 Max Flow
3938o 0.0208 0.0000 0.9758 0.0109 0.0108 7.0127 6.0128 Max Flow
3938u 0.0255 0.3378 0.9005 0.1393 0.1202 6.9997 5.7634 Max Flow
3836o 0.0258 0.0000 0.0110 0.0399 0.0415 6.0421 5.6432 Max Flow
3836u 0.2571 0.0979 0.3197 0.3561 0.2999 6.0033 5.5864 Max Flow
3635o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3635u 0.3360 0.8225 0.1168 0.3980 0.2255 5.5975 4.6556 Max Flow
3533u 0.3424 0.4037 0.4612 0.4004 0.2454 4.6549 3.7920 Max Flow
2217o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2217u 1.0683 0.2924 0.3197 0.6335 0.7500 3.3210 2.7065 Max Flow
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2019u 0.2349 1.0681 0.4598 0.3413 0.1890 6.2590 4.7805 Max Flow
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1918u 0.4490 0.7775 1.2406 0.4392 0.2914 4.7781 2.8805 Max Flow
1817o 0.0045 0.0000 0.0618 0.0202 0.0275 3.0340 2.9702 Max Flow
1817u 0.5501 0.1593 0.1750 0.4840 0.6000 3.0196 2.6858 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.0980 0.6221 0.5088 0.2299 0.1663 3.7739 2.7560 Max Flow
0706o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0706u 0.0851 0.2441 0.2256 0.2273 0.1818 4.9786 4.5082 Max Flow
0604o 0.0120 0.0000 1.7071 0.0068 0.0053 4.5090 2.8053 Max Flow
0604u 0.3083 0.5239 1.7371 1.0037 0.3041 4.5037 2.2392 Max Flow
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0504u 0.0913 0.5795 0.7292 0.2349 0.1661 3.4952 2.2700 Max Flow
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0403u 0.7519 0.4936 0.1125 0.5377 0.3252 2.2695 1.6418 Max Flow
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0302u 0.4804 0.0372 0.0009 0.2186 0.1329 1.6527 1.6152 Max Flow
14b14ao 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
14b14au 0.1201 0.3115 0.1737 0.2641 0.2326 2.9237 2.4360 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 38.6667 81.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4946 9.0000 24.0000 87.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 10.8333 39.0000 70.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4440 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4241 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 74.0000 45.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 11.0000 109.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2629 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 5.6667 47.6667 66.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 113.6667 0.0000 0.8333 0.0000 4.3333 0.0000 None
2524 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 97.0000 1.5000 0.0000 2.5000 17.8333 0.0000 None
L575 69.5000 50.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 74.0000 40.1667 5.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 6.8333 113.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.1667 1.0000 68.0000 23.3333 0.0000 0.0000 27.5000 0.0000 None
1615 0.6667 32.1667 3.0000 1.6667 25.8333 0.0000 56.6667 0.0000 None
1614A 0.0000 77.8333 0.0000 31.6667 6.1667 4.3333 0.0000 0.0000 None
4514B 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 113.1667 6.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 108.0000 12.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 3.8333 104.1667 12.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 107.6667 12.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.8333 119.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 117.0000 0.0000 0.0000 0.0000 1.8333 0.0000 None
0811 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 43.8333 52.3333 0.0000 5.0000 0.0000 18.8333 0.0000 None
0201 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
50b50 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
49b40 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
51b50 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L610 0.0000 1.1667 97.5000 0.8333 0.0000 4.0000 16.5000 0.0000 None
5352o 4.6667 9.6667 105.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.0000 1.0000 116.8333 0.0000 1.1667 0.0000 1.0000 0.0000 None
5238o 4.5000 11.1667 104.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.1667 1.0000 117.6667 0.0000 1.1667 0.0000 0.0000 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 95.5000 0.0000 0.0000 0.0000 23.3333 0.0000 None
5148u 7.3333 1.5000 67.6667 0.0000 32.3333 0.0000 11.1667 0.0000 None
5049u 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4948u 1.1667 0.0000 90.3333 0.8333 5.0000 21.0000 1.6667 0.0000 None
4845o 0.0000 8.5000 111.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.5000 0.6667 109.8333 0.0000 0.0000 0.0000 9.0000 0.0000 None
4645o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 85.6667 4.1667 0.0000 27.3333 1.6667 0.0000 None
4140o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4140u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038u 0.0000 1.1667 100.3333 15.8333 0.0000 0.0000 2.6667 0.0000 None
3938o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3938u 0.3333 0.8333 108.5000 0.0000 0.0000 0.0000 10.3333 0.0000 None
3836o 0.0000 10.3333 109.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 92.3333 0.3333 0.0000 17.8333 8.3333 0.0000 None
3635o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635u 0.1667 0.8333 100.3333 2.3333 0.0000 2.0000 14.3333 0.0000 None
3533u 0.3333 0.3333 112.5000 0.0000 0.0000 0.0000 6.8333 0.0000 None
2217o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 73.8333 41.1667 0.1667 0.0000 4.1667 0.0000 0.6667 0.0000 None
2019o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019u 0.0000 1.0000 119.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 1.1667 0.6667 118.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.1667 58.5000 1.1667 6.3333 0.1667 52.6667 0.0000 None
1009o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 114.5000 0.3333 0.0000 3.1667 0.8333 0.0000 None
0604o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 4.8333 113.5000 0.0000 0.0000 0.5000 0.0000 None
14b14ao 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
14b14au 0.0000 0.0000 72.8333 15.6667 0.0000 30.5000 1.0000 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
5453 0.0000 0.0000 0.0000 0.0000
5047 0.0000 0.0000 0.0000 0.0000
4946 0.0000 0.0000 82.3611 0.0000
5114b 0.0000 0.0000 19.8889 0.0000
4440 15.5833 15.5833 101.8611 0.0000
4342 118.3333 118.3333 0.0000 0.0000
4241 0.0000 0.0000 114.5417 0.0000
3736 16.7361 16.7639 9.9861 0.0000
3534 0.0000 0.0000 0.0000 0.0000
3422 0.0000 0.0000 0.0000 0.0000
3130 0.0000 0.0000 58.5833 0.0000
3024 0.0000 2.8889 113.2500 0.0000
3036 0.0000 0.0000 0.0000 0.0000
2827 0.0278 0.0278 63.4167 0.0000
2726 96.6944 96.6944 0.0000 0.0000
2629 59.8333 59.8333 0.0000 0.0000
2930 0.2222 0.2222 0.0000 0.0000
2725 0.0000 0.0000 100.8611 0.0000
2524 1.2778 2.8333 112.3611 0.0000
2422 90.1111 103.2083 3.5000 0.0000
L575 0.0000 0.0000 3.2500 0.0000
2117 0.0000 0.0000 55.8750 0.0000
1714B 0.0000 0.0000 0.0000 0.0000
1716 95.2639 109.9167 51.0417 0.0000
1615 30.5417 67.2500 0.0000 0.0000
1614A 0.0000 14.2500 0.0000 0.0000
4514B 6.8611 6.8611 84.6667 0.0000
4515 66.3750 67.2083 15.6667 0.0000
1502 2.0417 2.4167 55.7500 0.0000
14A13 68.4583 70.9167 0.0000 0.0000
1312 91.9306 98.7500 0.0000 0.0000
1211 99.6389 99.6944 0.0000 0.0000
1103 48.6528 53.4167 0.0000 0.0000
0912 0.0000 0.0000 0.0000 0.0000
0908 110.0556 114.1389 0.0000 0.0000
0811 0.0000 0.0000 0.0000 0.0000
0804 90.0278 112.6389 0.0000 0.0000
0201 5.0556 5.0556 0.0000 0.0000
50b50 0.0000 0.0000 0.0000 0.0000
49b40 94.8611 94.8611 2.6667 0.0000
51b50 95.5000 95.5833 21.9167 0.0000
L610 82.4167 87.7778 1.7500 0.0000
5352o 0.3889 0.6111 16.3611 0.0000
5352u 5.8333 6.5417 75.0000 0.0000
5238o 4.2222 4.2500 0.1111 0.0000
5238u 87.9444 88.6944 90.2778 0.0000
3851o 0.0000 0.0000 0.0000 0.0000
3851u 73.2083 73.2083 49.1667 0.0000
5148u 0.0000 0.0000 51.0833 0.0000
5049u 4.3889 4.8333 111.5556 0.0000
4948u 84.0417 85.2500 9.2917 0.0000
4845o 98.6944 98.6944 0.0000 0.0000
4845u 7.5417 62.1667 82.6250 0.0000
4746o 0.0000 0.0000 0.0000 0.0000
4746u 55.4722 82.1806 84.0833 0.0000
4645o 0.0000 0.0000 0.0000 0.0000
4645u 84.0000 84.0000 0.0000 0.0000
4140o 0.0000 0.0000 0.0000 0.0000
4140u 104.7778 107.7778 101.4722 0.0000
4038o 0.0000 0.0000 0.0000 0.0000
4038u 84.4444 88.5556 34.4028 0.0000
3938o 95.6667 95.6944 2.2778 0.0000
3938u 84.6111 86.3611 14.1528 0.0000
3836o 96.6389 96.6389 0.0000 0.0000
3836u 51.7361 92.3889 70.1667 0.0000
3635o 0.0000 0.0000 0.0000 0.0000
3635u 1.2500 2.3333 92.9167 0.0000
3533u 77.9583 89.8611 92.6111 0.0000
2217o 0.0000 0.0000 0.0000 0.0000
2217u 0.0000 0.0000 9.3264 0.0000
2019o 0.0000 0.0000 0.0000 0.0000
2019u 69.1250 116.3889 118.2500 0.0000
1918o 0.0000 0.0000 0.0000 0.0000
1918u 112.2778 112.3611 113.8611 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 0.0000 89.2083 2.2917 0.0000
1009o 0.0000 0.0000 0.0000 0.0000
1009u 83.0278 108.8750 115.9167 0.0000
0706o 0.0000 0.0000 0.0000 0.0000
0706u 87.9583 112.1944 9.9583 0.0000
0604o 0.0000 0.0000 95.7222 0.0000
0604u 105.8056 109.6111 110.6944 0.0000
0504o 0.0000 0.0000 0.0000 0.0000
0504u 110.8611 110.8611 13.0000 0.0000
0403o 0.0000 0.0000 0.0000 0.0000
0403u 28.8750 83.9167 92.4722 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 3.3333 117.0000 0.0000 0.0000
14b14ao 0.0000 0.0000 0.0000 0.0000
14b14au 0.0000 71.8333 0.0000 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
5453 0.1156 0.3446 0.0064 0.0001 0.0493 0.0000 0.0010 0.1430 0.0000 0.0460 6.4334 0.0000 0.1011
5047 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4946 0.0318 0.1087 0.0318 0.0000 0.0043 0.0000 0.0000 0.0399 0.0000 0.0001 1.7951 0.0001 0.0041
5114b 0.0906 0.3098 0.0906 0.0000 0.0417 0.0000 0.0000 0.1346 0.0000 0.0016 6.7299 0.0016 0.0137
4440 0.0236 0.1897 0.0141 0.0002 0.0789 0.0000 0.0100 0.4160 0.0003 0.4496 18.7186 0.0116 0.1642
4342 0.0000 0.7391 0.0000 0.0000 0.0568 0.0000 0.0000 0.0768 0.0000 0.0000 1.8432 0.0000 0.0680
4241 0.0000 1.0887 0.0000 0.0000 0.1118 0.0000 0.0000 0.1027 0.0000 0.0000 2.4636 0.0000 0.0786
3736 0.0000 0.2150 0.0000 0.0000 0.0628 0.0000 0.0000 0.2918 0.0000 0.0000 14.5917 0.0000 0.0937
3534 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3422 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3130 0.0646 0.3039 0.0646 0.0000 0.0862 0.0000 0.0000 0.2835 0.0000 0.0011 15.5902 0.0011 0.0143
3036 0.0000 0.0466 0.0000 0.0000 0.0133 0.0000 0.0000 0.2852 0.0000 0.0000 5.1337 0.0000 0.0915
2827 0.0000 0.8696 0.0000 0.0000 0.1061 0.0000 0.0000 0.1220 0.0000 0.0000 6.1013 0.0000 0.0606
2726 0.0217 0.0884 0.0217 0.0000 0.0561 0.0000 0.0001 0.6350 0.0001 0.0013 6.3505 0.0013 0.0321
2629 0.0000 0.1109 0.0000 0.0000 0.0200 0.0000 0.0000 0.1800 0.0000 0.0000 8.1020 0.0000 0.0727
2930 0.0000 0.7551 0.0000 0.0000 0.1741 0.0000 0.0000 0.2305 0.0000 0.0000 11.0651 0.0000 0.0823
L575 0.0000 0.4103 0.0000 0.0000 0.1582 0.0000 0.0000 0.3856 0.0000 0.0000 23.1366 0.0000 0.0883
2117 0.0667 0.3526 0.0667 0.0000 0.0962 0.0000 0.0001 0.2727 0.0001 0.0006 2.7274 0.0006 0.0278
1714B 0.0000 0.0818 0.0000 0.0000 0.0107 0.0000 0.0000 0.1303 0.0000 0.0000 3.6480 0.0000 0.0619
4514B 0.0000 0.6736 0.0000 0.0000 0.1237 0.0000 0.0000 0.1837 0.0000 0.0000 4.4081 0.0000 0.0734
14A13 0.0000 0.3819 0.0000 0.0000 0.7681 0.0000 0.0000 2.0114 0.0000 0.0000 20.1139 0.0000 0.7659
1312 0.0000 0.3633 0.0000 0.0000 0.7648 0.0000 0.0000 2.1051 0.0000 0.0000 29.4712 0.0000 0.5271
1211 0.0000 0.2422 0.0000 0.0000 0.7313 0.0000 0.0000 3.0189 0.0000 0.0000 111.6975 0.0000 0.5572
1103 0.0000 0.3553 0.0000 0.0000 0.8209 0.0000 0.0000 2.3107 0.0000 0.0000 80.8758 0.0000 0.5706
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0201 0.0000 1.3664 0.0000 0.0000 2.7482 0.0000 0.0000 2.0113 0.0000 0.0000 20.1129 0.0000 0.5654
50b50 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 The text continues on section 5.