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d2y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 21:04.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\eagill\Develop.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\Eagle\Flows.int
Input File to Layer # 2 C:\XPS\Eagle\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=5.0 5.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 76
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 91
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 91
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 649
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 52
Number of Storage junctions in Extran (NVSE)........ 0
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 0
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 76
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 91
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
EAGLE DRIVE
DEVELOPED CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 9.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 5
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 30.8000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
2 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
4 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
5 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
6 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
7 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
8 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
9 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
10 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
11 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
12 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
13 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
14 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
15 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
16 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
17 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
18 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
20 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
21 N52#1 N52 10.000 .28000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
22 N52#2 N52 10.000 .56000E-01 25.00 4.000 0.020 0.045 0.000 0.000 0.00
23 N44#1 N44 50.000 .12200 100.00 1.000 0.020 0.045 0.000 0.000 0.00
24 N44#2 N44 50.000 .15600 11.00 1.000 0.020 0.045 0.000 0.000 0.00
25 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
26 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
27 N42#1 N42 50.000 .10000 100.00 1.000 0.020 0.045 0.000 0.000 0.00
28 N42#2 N42 50.000 .90000E-01 10.00 1.000 0.020 0.045 0.000 0.000 0.00
29 N40#1 N40 15.000 .35000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
30 N40#2 N40 8.0000 .19000E-01 15.00 2.000 0.020 0.045 0.000 0.000 0.00
31 N39#1 N39 12.000 .58000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
32 N39#2 N39 13.000 .86000E-01 26.00 4.000 0.020 0.045 0.000 0.000 0.00
33 N38#1 N38 8.0000 .98000E-01100.00 0.900 0.020 0.045 0.000 0.000 0.00
34 N38#2 N38 27.000 .15500 26.00 0.900 0.020 0.045 0.000 0.000 0.00
35 N51B#1 N51B 23.000 .51000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
36 N51B#2 N51B 23.000 .10100 25.00 3.000 0.020 0.045 0.000 0.000 0.00
37 N50B#1 N50B 25.000 .84000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
38 N50B#2 N50B 25.000 .24000E-01 20.00 3.000 0.020 0.045 0.000 0.000 0.00
39 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
40 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
41 N49B#1 N49B 23.000 .53000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
42 N49B#2 N49B 23.000 .10500 25.00 4.000 0.020 0.045 0.000 0.000 0.00
43 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
44 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
45 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
46 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
47 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
50 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
51 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
52 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
53 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
54 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
55 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
56 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
57 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
58 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
59 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
60 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
62 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
63 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
64 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
65 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
66 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
67 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
68 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
69 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
70 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
71 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
72 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
73 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
74 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
75 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
76 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N21#1 0.0010 2.0000 2.0000
2 N21#2 0.0010 2.0000 2.0000
3 N37#1 0.0010 2.0000 2.0000
4 N37#2 0.0010 2.0000 2.0000
5 N31#1 0.0010 2.0000 2.0000
6 N31#2 0.0010 2.0000 2.0000
7 N28#1 0.0010 2.0000 2.0000
8 N28#2 0.0010 2.0000 2.0000
9 N27#1 0.0010 2.0000 2.0000
10 N27#2 0.0010 2.0000 2.0000
11 N26#1 0.0010 2.0000 2.0000
12 N26#2 0.0010 2.0000 2.0000
13 N29#1 0.0010 2.0000 2.0000
14 N29#2 0.0010 2.0000 2.0000
15 N30#1 0.0010 2.0000 2.0000
16 N30#2 0.0010 2.0000 2.0000
17 N54#1 0.0010 2.0000 2.0000
18 N54#2 0.0010 2.0000 2.0000
19 N53#1 0.0010 2.0000 2.0000
20 N53#2 0.0010 2.0000 2.0000
21 N52#1 0.0010 2.0000 2.0000
22 N52#2 0.0010 2.0000 2.0000
23 N44#1 0.0010 2.0000 2.0000
24 N44#2 0.0010 2.0000 2.0000
25 N43#1 0.0010 2.0000 2.0000
26 N43#2 0.0010 2.0000 2.0000
27 N42#1 0.0010 2.0000 2.0000
28 N42#2 0.0010 2.0000 2.0000
29 N40#1 0.0010 2.0000 2.0000
30 N40#2 0.0010 2.0000 2.0000
31 N39#1 0.0010 2.0000 2.0000
32 N39#2 0.0010 2.0000 2.0000
33 N38#1 0.0010 2.0000 2.0000
34 N38#2 0.0010 2.0000 2.0000
35 N51B#1 0.0010 2.0000 2.0000
36 N51B#2 0.0010 2.0000 2.0000
37 N50B#1 0.0010 2.0000 2.0000
38 N50B#2 0.0010 2.0000 2.0000
39 N47#1 0.0010 2.0000 2.0000
40 N47#2 0.0010 2.0000 2.0000
41 N49B#1 0.0010 2.0000 2.0000
42 N49B#2 0.0010 2.0000 2.0000
43 N45#1 0.0010 2.0000 2.0000
44 N45#2 0.0010 2.0000 2.0000
45 N10#1 0.0010 2.0000 2.0000
46 N10#2 0.0010 2.0000 2.0000
47 N8#1 0.0010 2.0000 2.0000
48 N8#2 0.0010 2.0000 2.0000
49 N11#1 0.0010 2.0000 2.0000
50 N11#2 0.0010 2.0000 2.0000
51 N7#1 0.0010 2.0000 2.0000
52 N7#2 0.0010 2.0000 2.0000
53 N6#1 0.0010 2.0000 2.0000
54 N6#2 0.0010 2.0000 2.0000
55 N5#1 0.0010 2.0000 2.0000
56 N5#2 0.0010 2.0000 2.0000
57 N4#1 0.0010 2.0000 2.0000
58 N4#2 0.0010 2.0000 2.0000
59 N2#1 0.0010 2.0000 2.0000
60 N2#2 0.0010 2.0000 2.0000
61 N36#1 0.0010 2.0000 2.0000
62 N36#2 0.0010 2.0000 2.0000
63 N35#1 0.0010 2.0000 2.0000
64 N35#2 0.0010 2.0000 2.0000
65 N23#1 0.0010 2.0000 2.0000
66 N23#2 0.0010 2.0000 2.0000
67 N22#1 0.0010 2.0000 2.0000
68 N22#2 0.0010 2.0000 2.0000
69 N20#1 0.0010 2.0000 2.0000
70 N20#2 0.0010 2.0000 2.0000
71 N19#1 0.0010 2.0000 2.0000
72 N19#2 0.0010 2.0000 2.0000
73 N18#1 0.0010 2.0000 2.0000
74 N18#2 0.0010 2.0000 2.0000
75 N17#1 0.0010 2.0000 2.0000
76 N17#2 0.0010 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N40#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N40#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N39#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N39#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N51B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N51B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N50B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N50B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N49B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N49B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
71 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
72 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
73 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
74 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
75 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
76 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 76
Total Tributary Area (hectares). 13.39
Impervious Area (hectares)...... 6.48
Pervious Area (hectares)........ 6.90
Total Width (hectares).......... 2033.70
Percent Imperviousness.......... 48.42
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N37 No Tributary Channel/Pipes
Tributary Subareas........ N37#1 N37#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N27 No Tributary Channel/Pipes
Tributary Subareas........ N27#1 N27#2
N26 No Tributary Channel/Pipes
Tributary Subareas........ N26#1 N26#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N54 No Tributary Channel/Pipes
Tributary Subareas........ N54#1 N54#2
N53 No Tributary Channel/Pipes
Tributary Subareas........ N53#1 N53#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N44 No Tributary Channel/Pipes
Tributary Subareas........ N44#1 N44#2
N43 No Tributary Channel/Pipes
Tributary Subareas........ N43#1 N43#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N40 No Tributary Channel/Pipes
Tributary Subareas........ N40#1 N40#2
N39 No Tributary Channel/Pipes
Tributary Subareas........ N39#1 N39#2
N38 No Tributary Channel/Pipes
Tributary Subareas........ N38#1 N38#2
N51B No Tributary Channel/Pipes
Tributary Subareas........ N51B#1 N51B#2
N50B No Tributary Channel/Pipes
Tributary Subareas........ N50B#1 N50B#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N49B No Tributary Channel/Pipes
Tributary Subareas........ N49B#1 N49B#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N10 No Tributary Channel/Pipes
Tributary Subareas........ N10#1 N10#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N7 No Tributary Channel/Pipes
Tributary Subareas........ N7#1 N7#2
N6 No Tributary Channel/Pipes
Tributary Subareas........ N6#1 N6#2
N5 No Tributary Channel/Pipes
Tributary Subareas........ N5#1 N5#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
***********************************************************
* Hydrographs will be stored for the following 38 INLETS *
***********************************************************
N21 N37 N31 N28 N27 N26
N29 N30 N54 N53 N52 N44
N43 N42 N40 N39 N38 N51B
N50B N47 N49B N45 N10 N8
N11 N7 N6 N5 N4 N2
N36 N35 N23 N22 N20 N19
N18 N17
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 540
Final Julian Date = 1903001
Final time of day = 32400. seconds.
Final time of day = 9.00 hours.
Final running time = 9.0000 hours.
Final running time = 0.3750 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N21#1 1756 540 N21#2 3532 1080 N37#1 1764 540
N37#2 3536 1080 N31#1 1764 540 N31#2 3536 1080
N28#1 1764 540 N28#2 3536 1080 N27#1 1756 540
N27#2 3504 1080 N26#1 1756 540 N26#2 1732 540
N29#1 1768 540 N29#2 3512 1080 N30#1 1772 540
N30#2 3544 1080 N54#1 1784 540 N54#2 1748 540
N53#1 1632 540 N53#2 1752 540 N52#1 1780 540
N52#2 3544 1080 N44#1 1772 540 N44#2 3584 1080
N43#1 1756 540 N43#2 1752 540 N42#1 1772 540
N42#2 3676 1080 N40#1 1776 540 N40#2 3636 1080
N39#1 1772 540 N39#2 3540 1080 N38#1 1732 540
N38#2 3516 1080 N51B#1 1780 540 N51B#2 3548 1080
N50B#1 1776 540 N50B#2 3776 1080 N47#1 1784 540
N47#2 3512 1080 N49B#1 1780 540 N49B#2 3552 1080
N45#1 1784 540 N45#2 3516 1080 N10#1 1764 540
N10#2 1744 540 N8#1 1760 540 N8#2 1740 540
N11#1 1704 540 N11#2 3520 1080 N7#1 1760 540
N7#2 1740 540 N6#1 1748 540 N6#2 1704 540
N5#1 1764 540 N5#2 1744 540 N4#1 1760 540
N4#2 1740 540 N2#1 1756 540 N2#2 3520 1080
N36#1 1764 540 N36#2 3536 1080 N35#1 1780 540
N35#2 1780 540 N23#1 1760 540 N23#2 3544 1080
N22#1 1756 540 N22#2 1752 540 N20#1 1732 540
N20#2 1636 540 N19#1 1768 540 N19#2 3484 1080
N18#1 1752 540 N18#2 3504 1080 N17#1 1772 540
N17#2 3532 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 30.8000 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 4.122888E+03 30.800
Total Infiltration 5.530120E+01 0.413
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 4.069946E+03 30.404
Total Water remaining in Surface Storage 3.202578E+00 0.024
Infiltration over the Pervious Area... 5.530120E+01 0.801
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 4.128450E+03 30.842
Total Precipitation + Initial Storage. 4.122888E+03 30.800
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.1349
****************************************************
* 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.............. 4.069946E+03 30.404
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.................. 4.059824E+03 30.329
Initial Storage + Inflow.................... 4.069946E+03 30.404
Final Storage + Outflow + Diverted GW....... 4.059824E+03 30.329
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.2493
##################################################
# 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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 30.03273 0.00000 30.02510 0.00000 30.02683
Total Losses (mm)...... 0.00000 0.75813 0.00000 0.76233 0.00000 0.76145
Remaining Depth (mm)... 0.00000 0.00915 0.00000 0.01256 0.00000 0.01172
Peak Runoff Rate (cms). 0.00000 0.05606 0.00000 0.03365 0.00000 0.05125
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.82611 30.85439 30.84372 30.88517 30.84370 30.88712
Peak Runoff Rate (cms). 0.00038 0.07174 0.03513 0.01559 0.05152 0.02364
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.82611 30.85439 30.84372 30.88517 30.84370 30.88712
Peak Runoff Rate (cms). 0.00038 0.07174 0.03513 0.01559 0.05152 0.02364
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) 30.82611 30.48464 30.84372 30.28312 30.84370 30.28492
Peak Runoff Rate (cms). 0.00038 0.12780 0.03513 0.04924 0.05152 0.07489
Unit Runoff (mm/hr).... 136.16217 140.58297 141.69606 137.50450 141.69079 137.99211
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 30.02457 0.00000 29.99298 0.00000 29.98059
Total Losses (mm)...... 0.00000 0.76260 0.00000 0.77351 0.00000 0.77607
Remaining Depth (mm)... 0.00000 0.01283 0.00000 0.03351 0.00000 0.04334
Peak Runoff Rate (cms). 0.00000 0.06285 0.00000 0.09916 0.00000 0.01093
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.84399 30.89535 30.83079 30.85254 30.82626 0.00000
Peak Runoff Rate (cms). 0.05936 0.02271 0.07942 0.06422 0.00863 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.84399 30.89535 30.83079 30.85254 30.82626 0.00000
Peak Runoff Rate (cms). 0.05936 0.02271 0.07942 0.06422 0.00863 0.00024
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) 30.84399 30.24227 30.83079 30.29382 30.82626 29.98059
Peak Runoff Rate (cms). 0.05936 0.08556 0.07942 0.16339 0.00863 0.01093
Unit Runoff (mm/hr).... 141.75392 136.82475 137.94728 127.54966 136.22440 113.31292
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 30.00503 0.00000 30.03441 0.00000 30.01155
Total Losses (mm)...... 0.00000 0.77028 0.00000 0.75709 0.00000 0.76812
Remaining Depth (mm)... 0.00000 0.02469 0.00000 0.00849 0.00000 0.02033
Peak Runoff Rate (cms). 0.00000 0.09984 0.00000 0.04122 0.00000 0.07484
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.85080 30.84960 30.85539 30.90312 30.88854 0.00000
Peak Runoff Rate (cms). 0.05200 0.08262 0.03640 0.01610 0.00040 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.85080 30.84960 30.85539 30.90312 30.88854 0.00000
Peak Runoff Rate (cms). 0.05200 0.08262 0.03640 0.01610 0.00040 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) 30.85080 30.35975 30.85539 30.26896 30.88854 30.01155
Peak Runoff Rate (cms). 0.05200 0.18246 0.03640 0.05732 0.00040 0.07484
Unit Runoff (mm/hr).... 142.99961 132.46815 143.60936 139.65555 145.19508 128.15099
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 30.02027 0.00000 30.03176 0.00000 30.02148
Total Losses (mm)...... 0.00000 0.76463 0.00000 0.75870 0.00000 0.76408
Remaining Depth (mm)... 0.00000 0.01510 0.00000 0.00954 0.00000 0.01444
Peak Runoff Rate (cms). 0.00000 0.08484 0.00000 0.01582 0.00000 0.05076
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.65707 0.00000 30.87490 30.90430 30.85513 30.93533
Peak Runoff Rate (cms). 0.00022 0.00000 0.01118 0.00560 0.04825 0.00687
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.65707 0.00000 30.87490 30.90430 30.85513 30.93533
Peak Runoff Rate (cms). 0.00022 0.00001 0.01118 0.00560 0.04825 0.00687
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) 30.65707 30.02027 30.87490 30.24989 30.85513 30.12201
Peak Runoff Rate (cms). 0.00022 0.08484 0.01118 0.02142 0.04825 0.05763
Unit Runoff (mm/hr).... 78.31957 132.18454 144.90959 138.85607 143.57908 134.10284
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 30.02125 0.00000 30.04039 0.00000 30.04448
Total Losses (mm)...... 0.00000 0.76418 0.00000 0.75312 0.00000 0.75015
Remaining Depth (mm)... 0.00000 0.01456 0.00000 0.00649 0.00000 0.00537
Peak Runoff Rate (cms). 0.00000 0.07599 0.00000 0.03106 0.00000 0.00623
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.82611 0.00000 30.86187 30.94942 30.86872 30.94463
Peak Runoff Rate (cms). 0.00038 0.00000 0.03973 0.00360 0.01395 0.00114
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.82611 0.00000 30.86187 30.94942 30.86872 30.94463
Peak Runoff Rate (cms). 0.00038 0.00001 0.03973 0.00360 0.01395 0.00114
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) 30.82611 30.02125 30.86187 30.13130 30.86872 30.17950
Peak Runoff Rate (cms). 0.00038 0.07599 0.03973 0.03467 0.01395 0.00737
Unit Runoff (mm/hr).... 136.16217 132.61490 144.22979 139.82837 144.65938 140.89949
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 30.02630 0.00000 29.99856 0.00000 30.03513
Total Losses (mm)...... 0.00000 0.76172 0.00000 0.77212 0.00000 0.75664
Remaining Depth (mm)... 0.00000 0.01198 0.00000 0.02932 0.00000 0.00823
Peak Runoff Rate (cms). 0.00000 0.02362 0.00000 0.03849 0.00000 0.02875
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.85545 30.89507 30.78329 30.87048 30.87839 30.90883
Peak Runoff Rate (cms). 0.02295 0.00895 0.03134 0.01607 0.02037 0.01011
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.85545 30.89507 30.78329 30.87048 30.87839 30.90883
Peak Runoff Rate (cms). 0.02295 0.00895 0.03134 0.01607 0.02037 0.01011
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) 30.85545 30.25218 30.78329 30.22526 30.87839 30.25355
Peak Runoff Rate (cms). 0.02295 0.03256 0.03134 0.05456 0.02037 0.03886
Unit Runoff (mm/hr).... 143.61634 137.44945 116.10281 127.76829 145.01073 139.66846
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 30.08678 0.00000 29.98231 0.00000 30.03860
Total Losses (mm)...... 0.00000 0.71228 0.00000 0.77575 0.00000 0.75436
Remaining Depth (mm)... 0.00000 0.00094 0.00000 0.04193 0.00000 0.00704
Peak Runoff Rate (cms). 0.00000 0.00757 0.00000 0.08505 0.00000 0.03010
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.86293 30.93881 30.90064 30.87927 30.88263 30.91365
Peak Runoff Rate (cms). 0.03339 0.00192 0.01441 0.02373 0.02119 0.01051
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.86293 30.93881 30.90064 30.87927 30.88263 30.91365
Peak Runoff Rate (cms). 0.03339 0.00192 0.01441 0.02373 0.02119 0.01051
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) 30.86293 30.25718 30.90064 30.14376 30.88263 30.25736
Peak Runoff Rate (cms). 0.03339 0.00949 0.01441 0.10878 0.02119 0.04061
Unit Runoff (mm/hr).... 144.30953 143.60852 145.29203 119.66267 145.10433 140.40401
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 29.98983 0.00000 30.00665 0.00000 29.99804
Total Losses (mm)...... 0.00000 0.77422 0.00000 0.76977 0.00000 0.77226
Remaining Depth (mm)... 0.00000 0.03595 0.00000 0.02358 0.00000 0.02970
Peak Runoff Rate (cms). 0.00000 0.08075 0.00000 0.03811 0.00000 0.03348
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.90559 30.88349 30.84044 0.00000 30.83620 0.00000
Peak Runoff Rate (cms). 0.01321 0.02188 0.08929 0.00000 0.08469 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.90559 30.88349 30.84044 0.00000 30.83620 0.00000
Peak Runoff Rate (cms). 0.01321 0.02188 0.08929 0.00253 0.08469 0.00240
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) 30.90559 30.15069 30.84044 30.00665 30.83620 29.99804
Peak Runoff Rate (cms). 0.01321 0.10263 0.08929 0.03811 0.08469 0.03348
Unit Runoff (mm/hr).... 145.31158 122.54521 140.91840 125.77047 139.73989 121.55002
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 29.97719 0.00000 29.99899 0.00000 29.95021
Total Losses (mm)...... 0.00000 0.77668 0.00000 0.77201 0.00000 0.78041
Remaining Depth (mm)... 0.00000 0.04613 0.00000 0.02900 0.00000 0.06938
Peak Runoff Rate (cms). 0.00000 0.22724 0.00000 0.03294 0.00000 0.08208
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.75034 30.91711 30.83495 0.00000 30.81080 0.00000
Peak Runoff Rate (cms). 0.00028 0.02569 0.08062 0.00000 0.24465 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.75034 30.91711 30.83495 0.00000 30.81080 0.00000
Peak Runoff Rate (cms). 0.00028 0.02569 0.08062 0.00228 0.24465 0.00693
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) 30.75034 30.05239 30.83495 29.99899 30.81080 29.95021
Peak Runoff Rate (cms). 0.00028 0.25293 0.08062 0.03294 0.24465 0.08208
Unit Runoff (mm/hr).... 102.69805 114.48188 139.35187 122.01450 129.27036 100.99923
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 30.00392 0.00000 29.99769 0.00000 29.98217
Total Losses (mm)...... 0.00000 0.77062 0.00000 0.77235 0.00000 0.77578
Remaining Depth (mm)... 0.00000 0.02547 0.00000 0.02996 0.00000 0.04205
Peak Runoff Rate (cms). 0.00000 0.03531 0.00000 0.06487 0.00000 0.09329
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.83845 0.00000 30.83460 0.00000 30.82611 30.90874
Peak Runoff Rate (cms). 0.08702 0.00000 0.17415 0.00000 0.00038 0.01321
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.83845 0.00000 30.83460 0.00000 30.82611 30.90874
Peak Runoff Rate (cms). 0.08702 0.00246 0.17415 0.00493 0.00038 0.01321
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) 30.83845 30.00392 30.83460 29.99769 30.82611 30.07482
Peak Runoff Rate (cms). 0.08702 0.03531 0.17415 0.06487 0.00038 0.10650
Unit Runoff (mm/hr).... 140.38984 124.43201 139.24306 121.37795 136.16217 117.15593
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 30.02326 0.00000 30.07782 0.00000 30.05037
Total Losses (mm)...... 0.00000 0.76324 0.00000 0.72088 0.00000 0.74553
Remaining Depth (mm)... 0.00000 0.01350 0.00000 0.00130 0.00000 0.00410
Peak Runoff Rate (cms). 0.00000 0.04563 0.00000 0.00827 0.00000 0.10339
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.84461 30.88933 30.87742 0.00000 30.83525 30.87345
Peak Runoff Rate (cms). 0.04104 0.01836 0.01997 0.00000 0.00038 0.12971
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.84461 30.88933 30.87742 0.00000 30.83525 30.87345
Peak Runoff Rate (cms). 0.04104 0.01836 0.01997 0.00057 0.00038 0.12971
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) 30.84461 30.25710 30.87742 30.07782 30.83525 30.50307
Peak Runoff Rate (cms). 0.04104 0.06399 0.01997 0.00827 0.00038 0.23311
Unit Runoff (mm/hr).... 141.88703 136.63698 144.98501 143.01562 139.44732 143.17759
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 30.02313 0.00000 29.87288 0.00000 29.97213
Total Losses (mm)...... 0.00000 0.76331 0.00000 0.78602 0.00000 0.77751
Remaining Depth (mm)... 0.00000 0.01357 0.00000 0.14109 0.00000 0.05036
Peak Runoff Rate (cms). 0.00000 0.07828 0.00000 0.06882 0.00000 0.13876
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.83138 0.00000 30.78266 0.00000 30.85285 30.84357
Peak Runoff Rate (cms). 0.00038 0.00000 0.23259 0.00000 0.04895 0.09657
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.83138 0.00000 30.78266 0.00000 30.85285 30.84357
Peak Runoff Rate (cms). 0.00038 0.00001 0.23259 0.00659 0.04895 0.09657
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) 30.83138 30.02313 30.78266 29.87288 30.85285 30.27713
Peak Runoff Rate (cms). 0.00038 0.07828 0.23259 0.06882 0.04895 0.23532
Unit Runoff (mm/hr).... 138.15829 133.41439 115.81783 79.81302 143.29200 120.82503
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).... 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 29.97315 0.00000 30.00633
Total Losses (mm)...... 0.00000 0.77735 0.00000 0.76988
Remaining Depth (mm)... 0.00000 0.04950 0.00000 0.02380
Peak Runoff Rate (cms). 0.00000 0.11732 0.00000 0.03426
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.82147 30.90370 30.85586 30.92620
Peak Runoff Rate (cms). 0.03328 0.01721 0.01069 0.00440
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.82147 30.90370 30.85586 30.92620
Peak Runoff Rate (cms). 0.03328 0.01721 0.01069 0.00440
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) 30.82147 30.06621 30.85586 30.09832
Peak Runoff Rate (cms). 0.03328 0.13453 0.01069 0.03866
Unit Runoff (mm/hr).... 134.21258 113.56738 143.66411 127.58704
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 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE
DEVELOPED CASE
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 1440
Length of integration step is...... 5.00 seconds
Simulation length.................. 2.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
50b50 Positive Flap Gate
49b40 Positive Flap Gate
51b50 Positive Flap Gate
3635o Positive Flap Gate
3533u Positive Flap Gate
0302o Positive Flap Gate
14b14au Positive Flap Gate
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 45.0 meters. Maximum Elevation : 9.30 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 1.01 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 2.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+00 m
" " : 0.045 Beyond Station 2.9 Max left bank area : 0.02 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.98 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4946
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 45.0 meters. Maximum Elevation : 5.20 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4440
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 45.0 meters. Maximum Elevation : 8.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 24.0 meters. Maximum Elevation : 9.60 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4241
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 24.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 27.5 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 27.5 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 27.5 meters. Maximum Section Area : 9.92 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.08E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.90 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 50b50
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.80 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 49b40
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 51b50
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 10.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 5352o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 0.56 m^2.
Maximum hydraulic radius : 0.23 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.41E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.54 m^2
Natural Cross-Section information for Channel 5238o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 35.0 meters. Maximum Elevation : 7.50 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 3851o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 55.0 meters. Maximum Elevation : 6.70 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 4845o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4140o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 38.0 meters. Maximum Elevation : 8.00 meters.
Main Channel Length : 38.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 38.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4038o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 68.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 68.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 68.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3938o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 40.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.025 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.035 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 10.0 meters. Maximum Elevation : 6.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.20 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 48.32 m^2.
Maximum hydraulic radius : 1.10 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.40E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 16.50 m^2
Max right bank area : 18.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.66 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14b14ao
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 45.0000 Natural 1.0073 0.0450 2.9550 0.4000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 4946 45.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
5 4440 45.0000 Natural 2.0882 0.0180 7.5352 0.4000
6 4342 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
7 4241 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
8 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
9 3534 27.5000 Natural 9.9250 0.0450 19.9000 0.5000
10 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
11 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
12 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
13 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
14 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
15 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
16 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
17 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
18 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
19 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
20 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
21 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
22 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
23 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
24 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
25 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
26 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
27 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
28 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
29 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
30 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
31 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
32 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
33 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
34 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
35 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
36 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
37 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
38 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
39 50b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
40 49b40 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
41 51b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
42 L610 50.0000 Circular 0.1590 0.0120 0.4500 0.4500
43 5352o 33.0000 Natural 0.5580 0.0350 1.9200 0.3000
44 5352u 35.0000 Circular 0.0177 0.0140 0.1500 0.1500
45 5238o 35.0000 Natural 0.7520 0.0350 1.9600 0.4000
46 5238u 41.0000 Circular 0.0398 0.0130 0.2250 0.2250
47 3851o 55.0000 Natural 0.7520 0.0350 1.9600 0.4000
48 3851u 55.0000 Circular 0.0398 0.0130 0.2250 0.2250
49 5148u 21.0000 Circular 0.0398 0.0140 0.2250 0.2250
50 5049u 37.0000 Circular 0.0398 0.0140 0.2250 0.2250
51 4948u 20.0000 Circular 0.0398 0.0140 0.2250 0.2250
52 4845o 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
53 4845u 60.0000 Circular 0.0707 0.0130 0.3000 0.3000
54 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
55 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
56 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
57 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
58 4140o 38.0000 Natural 2.0882 0.0180 7.5352 0.4000
59 4140u 32.0000 Circular 0.1104 0.0130 0.3750 0.3750
60 4038o 68.0000 Natural 4.1558 0.0180 14.9231 0.4000
61 4038u 68.0000 Circular 0.1590 0.0130 0.4500 0.4500
62 3938o 40.0000 Natural 1.9520 0.0250 4.9600 0.4000
63 3938u 40.0000 Circular 0.0177 0.0120 0.1500 0.1500
64 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
65 3836u 40.0000 Circular 0.1590 0.0130 0.4500 0.4500
66 3635o 10.0000 Natural 48.3161 0.0350 41.8949 1.2000
67 3635u 10.0000 Circular 0.1590 0.0120 0.4500 0.4500
68 3533u 38.0000 Circular 0.1590 0.0120 0.4500 0.4500
69 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
70 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
71 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
72 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
73 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
74 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
75 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
76 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
77 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
78 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
79 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
80 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
81 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
82 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
83 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
84 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
85 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
86 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
87 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
88 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
89 14b14ao 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
90 14b14au 10.0000 Circular 0.0707 0.0140 0.3000 0.3000
Total length of all conduits .... 3396.5000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1714B 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
L610 1.0000 1.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5238u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5148u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5049u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4948u 1.0000 0.2500 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4845u 1.0000 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4140u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4038u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3938u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3836u 1.0000 0.4000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3635o 1.0000 2.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Kinematic Wave
3635u 1.0000 2.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3533u 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14b14au 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.20
5047 0.15
4946 0.16
5114b 0.14
4440 0.18
4342 0.34
4241 0.34
3736 0.17
3534 0.40
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
50b50 0.98
49b40 0.98
51b50 0.98
L610 0.21
5352o 0.26
5352u 0.17
5238o 0.28
5238u 0.18
3851o 0.18
3851u 0.14
5148u 0.35
5049u 0.20
4948u 0.37
4845o 0.12
4845u 0.14
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
4140o 0.22
4140u 0.30
4038o 0.12
4038u 0.15
3938o 0.25
3938u 0.15
3836o 0.19
3836u 0.26
3635o 1.68 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3635u 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3533u 0.28
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14b14ao 0.98
14b14au 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.1475E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.3000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.8000 7.4000 0.0000 0.0000 100.0000
3 N52 10.0000 7.5000 6.1000 0.0000 0.0000 100.0000
4 N38 10.0000 6.7000 5.0000 0.0000 0.0000 100.0000
5 N51B 10.0000 5.4000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 4.8000 3.6000 0.0000 0.0000 100.0000
7 N50B 10.0000 6.3000 4.7000 0.0000 0.0000 100.0000
8 N49B 10.0000 5.6000 4.0000 0.0000 0.0000 100.0000
9 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
10 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
11 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
12 N43 10.0000 9.6000 9.2000 0.0000 0.0000 100.0000
13 N42 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
14 N41 10.0000 8.0000 6.6000 0.0000 0.0000 100.0000
15 N44 10.0000 8.4000 8.0000 0.0000 0.0000 100.0000
16 N40 10.0000 7.0000 5.6000 0.0000 0.0000 100.0000
17 N39 10.0000 7.4000 6.0000 0.0000 0.0000 100.0000
18 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
19 N36 10.0000 6.9700 4.4700 0.0000 0.0000 100.0000
20 N35 10.0000 6.4000 4.0000 0.0000 0.0000 100.0000
21 N34 10.0000 4.8000 4.1000 0.0000 0.0000 100.0000
22 N33 10.0000 3.0500 2.6000 0.0000 0.0000 100.0000
23 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
24 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
25 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
26 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
27 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
28 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
29 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
30 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
31 N23 10.0000 5.0000 4.7000 0.0000 0.0000 Section 3
100.0000
32 N22 10.0000 4.6000 1.8600 0.0000 0.0000 100.0000
33 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
34 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
35 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
36 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
37 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
38 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
39 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
40 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
41 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
42 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
43 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
44 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
45 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
46 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
47 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
48 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
49 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
50 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
51 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
52 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
53 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
54 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
55 N50 10.0000 6.1000 5.7000 0.0000 0.0000 100.0000
56 N49 10.0000 5.4000 5.0000 0.0000 0.0000 100.0000
57 N51 10.0000 5.2000 4.8000 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160872.3200 17772.6800 No Ponding Normal 0 0.0000
2 N53 -160580.0050 12711.2450 No Ponding Normal 0 0.0000
3 N52 -166206.7250 12636.2550 No Ponding Normal 0 0.0000
4 N38 -171833.4400 12853.3400 No Ponding Normal 0 0.0000
5 N51B -176819.5150 14749.0650 No Ponding Normal 0 0.0000
6 N48 -176977.5250 20615.6450 No Ponding Normal 0 0.0000
7 N50B -176738.5150 28838.2450 No Ponding Normal 0 0.0000
8 N49B -176841.2250 25550.3700 No Ponding Normal 0 0.0000
9 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
10 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
11 N45 -183719.9500 18191.7850 No Ponding Normal 0 0.0000
12 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
13 N42 -165291.9300 30668.6650 No Ponding Normal 0 0.0000
14 N41 -170380.0400 30590.2250 No Ponding Normal 0 0.0000
15 N44 -166055.6050 26690.4250 No Ponding Normal 0 0.0000
16 N40 -171689.2050 27152.6450 No Ponding Normal 0 0.0000
17 N39 -169210.8050 17901.7100 No Ponding Normal 0 0.0000
18 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
19 N36 -171862.5500 8815.4800 No Ponding Normal 0 0.0000
20 N35 -175494.0450 7855.2280 No Ponding Normal 0 0.0000
21 N34 -180931.2000 8787.5770 No Ponding Normal 0 0.0000
22 N33 -180375.0150 6166.6680 No Ponding Normal 0 0.0000
23 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
24 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
25 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
26 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
27 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
28 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
29 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
30 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
31 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
32 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
33 N21 -185518.7450 11528.0300 No Ponding Normal 0 0.0000
34 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
35 N19 -189538.9050 -2208.3699 No Ponding Normal 0 0.0000
36 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
37 N17 -189306.1300 11452.3900 No Ponding Normal 0 0.0000
38 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
39 N15 -194758.4350 18301.8800 No Ponding Normal 0 0.0000
40 N14B -191661.4300 13346.4450 No Ponding Normal 0 0.0000
41 N14A -195792.5400 13900.6050 No Ponding Normal 0 0.0000
42 N13 -199667.0250 14032.5300 No Ponding Normal 0 0.0000
43 N12 -202825.1500 14195.2450 No Ponding Normal 0 0.0000
44 N11 -206840.8500 15119.2750 No Ponding Normal 0 0.0000
45 N10 -202446.6200 -2736.1661 No Ponding Normal 0 0.0000
46 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
47 N8 -207698.0100 6065.0360 No Ponding Normal 0 0.0000
48 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
49 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
50 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
51 N4 -211172.2100 11068.6850 No Ponding Normal 0 0.0000
52 N3 -210589.2150 16923.5400 No Ponding Normal 0 0.0000
53 N2 -211862.4350 20866.5750 No Ponding Normal 0 0.0000
54 N1 -212673.2100 25464.4650 No Ponding Normal 0 0.0000
55 N50 -179020.4400 28627.8600 No Ponding Normal 0 0.0000
56 N49 -178928.3200 24844.1900 No Ponding Normal 0 0.0000
57 N51 -178437.5100 14849.0750 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N53 8.9000 8.4000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 4946 N49 N46 5.0000 4.0000 No Design
4 5114b N51 N14B 4.8000 3.0000 No Design
5 4440 N44 N40 8.0000 6.0000 No Design
6 4342 N43 N42 9.2000 8.3000 No Design
7 4241 N42 N41 8.3000 7.6000 No Design
8 3736 N37 N36 7.0000 5.5200 No Design
9 3534 N35 N34 5.2000 4.3000 No Design
10 3422 N34 N22 4.3000 4.2000 No Design
11 3130 N31 N30 7.5000 5.7000 No Design
12 3024 N30 N24 4.2000 2.8600 No Design
13 3036 N30 N36 5.6200 5.5200 No Design
14 2827 N28 N27 8.3000 6.7000 No Design
15 2726 N27 N26 6.7000 6.5000 No Design
16 2629 N26 N29 6.5000 6.4000 No Design
17 2930 N29 N30 6.4000 5.6200 No Design
18 2725 N27 N25 5.3500 4.8700 No Design
19 2524 N25 N24 4.8700 2.8600 No Design
20 2422 N24 N22 2.5900 1.8600 No Design
21 L575 N23 N22 4.7000 3.4000 No Design
22 2117 N21 N17 3.0000 2.9500 No Design
23 1714B N17 N14B 2.9000 2.8500 No Design
24 1716 N17 N16 1.7500 1.3500 No Design
25 1615 N16 N15 1.3400 1.2100 No Design
26 1614A N16 N14A 1.6500 1.6000 No Design
27 4514B N45 N14B 3.5000 2.8500 No Design
28 4515 N45 N15 2.5000 1.2100 No Design
29 1502 N15 N2 1.2100 1.0500 No Design
30 14A13 N13 N14A 1.8600 1.6000 No Design
31 1312 N13 N12 1.8600 1.6800 No Design
32 1211 N12 N11 1.6800 1.3400 No Design
33 1103 N11 N3 1.3400 1.1000 No Design
34 0912 N9 N12 3.5000 2.0000 No Design
35 0908 N9 N8 2.5000 2.0000 No Design
36 0811 N8 N11 3.0000 2.0000 No Design
37 0804 N8 N4 2.0000 1.7000 No Design
38 0201 N2 N1 1.0500 0.9300 No Design
39 50b50 N50B N50 5.9000 5.7000 No Design
40 49b40 N49B N49 5.2000 5.0000 No Design
41 51b50 N51B N51 5.0000 4.8000 No Design
42 L610 N33 N22 2.6000 1.8600 No Design
43 5352o N53 N52 8.4000 7.1000 No Design
44 5352u N53 N52 7.4000 6.1000 No Design
45 5238o N52 N38 7.1000 6.0000 No Design
46 5238u N52 N38 6.1000 5.0000 No Design
47 3851o N38 N51B 6.3000 5.0000 No Design
48 3851u N38 N51B 5.0000 3.8000 No Design
49 5148u N51B N48 3.8000 3.6000 No Design
50 5049u N50B N49B 5.7000 5.0000 No Design
51 4948u N49B N48 4.0000 3.6000 No Design
52 4845o N48 N45 4.6000 3.5000 No Design
53 4845u N48 N45 3.6000 2.5000 No Design
54 4746o N47 N46 4.6000 4.0000 No Design
55 4746u N47 N46 3.6000 3.0000 No Design
56 4645o N46 N45 4.0000 3.5000 No Design
57 4645u N46 N45 3.0000 2.5000 No Design
58 4140o N41 N40 7.6000 6.6000 No Design
59 4140u N41 N40 6.6000 5.6000 No Design
60 4038o N40 N38 6.6000 6.0000 No Design
61 4038u N40 N38 5.6000 5.0000 No Design
62 3938o N39 N38 7.0000 6.0000 No Design
63 3938u N39 N38 6.0000 5.0000 No Design
64 3836o N38 N36 6.0000 5.5200 No Design
65 3836u N38 N36 5.0000 4.4700 No Design
66 3635o N36 N35 5.7700 5.2000 No Design
67 3635u N36 N35 4.4700 4.0000 No Design
68 3533u N35 N33 4.0000 2.6000 No Design
69 2217o N22 N17 3.4000 2.9500 No Design
70 2217u N22 N17 1.8600 1.7500 No Design
71 2019o N20 N19 7.0000 6.0000 No Design
72 2019u N20 N19 6.0000 4.5000 No Design
73 1918o N19 N18 6.0000 3.0000 No Design
74 1918u N19 N18 4.5000 1.9000 No Design
75 1817o N18 N17 3.0000 2.9500 No Design
76 1817u N18 N17 1.9000 1.7500 No Design
77 1009o N10 N9 4.6000 3.5000 No Design
78 1009u N10 N9 3.6000 2.5000 No Design
79 0706o N7 N6 5.0000 4.5000 No Design
80 0706u N7 N6 4.0000 3.5000 No Design
81 0604o N6 N4 4.5000 2.8000 No Design
82 0604u N6 N4 3.5000 1.7000 No Design
83 0504o N5 N4 4.3000 2.8000 No Design
84 0504u N5 N4 3.3000 1.7000 No Design
85 0403o N4 N3 2.8000 2.0000 No Design
86 0403u N4 N3 1.7000 1.1000 No Design
87 0302o N3 N2 1.8200 1.8100 No Design
88 0302u N3 N2 1.1000 1.0500 No Design
89 14b14ao N14B N14A 2.9900 2.5000 No Design
90 14b14au N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE
DEVELOPED CASE
Title from immediately preceding computational layer
EAGLE DRIVE
DEVELOPED CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 38
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.08
#################################################
# Element numbers of interface inlet locations: #
#################################################
N21 N37 N31 N28 N27 N26 N29
N30 N54 N53 N52 N44 N43 N42
N40 N39 N38 N51B N50B N47 N49B
N45 N10 N8 N11 N7 N6 N5
N4 N2 N36 N35 N23 N22 N20
N19 N18 N17
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 1.0248 0.0111
5047 2.8812 0.0234
4946 2.8075 0.0222
5114b 3.5733 0.0360
4440 10.0429 0.0444
4342 9.2249 0.0375
4241 8.1356 0.0292
3736 14.9983 0.0296
3534 24.3602 0.0327
3422 2.2724 0.0025
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
50b50 13.6470 0.0200
49b40 13.6470 0.0200
51b50 13.6470 0.0200
L610 0.3758 0.0148
5352o 1.1925 0.0394
5352u 0.0273 0.0371
5238o 1.6591 0.0314
5238u 0.0735 0.0268
3851o 1.4388 0.0236
3851u 0.0663 0.0218
5148u 0.0407 0.0095
5049u 0.0573 0.0189
4948u 0.0590 0.0200
4845o 2.5500 0.0183
4845u 0.1309 0.0183
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
4140o 7.7278 0.0263
4140u 0.3099 0.0313
4038o 9.0986 0.0088
4038u 0.2678 0.0088
3938o 6.1031 0.0250
3938u 0.0261 0.0250
3836o 9.9729 0.0120
3836u 0.3282 0.0133
3635o 350.7969 0.0570
3635u 0.6696 0.0470
3533u 0.5928 0.0368
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14b14ao 75.9084 0.0490
14b14au 0.1270 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 7.40 N52/ 0.00 / 6.10
N38/ 0.00 / 5.00 N51B/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50B/ 0.00 / 4.70 N49B/ 0.00 / 4.00 N47/ 0.00 / 3.60
N46/ 0.00 / 3.00 N45/ 0.00 / 2.50 N43/ 0.00 / 9.20
N42/ 0.00 / 8.30 N41/ 0.00 / 6.60 N44/ 0.00 / 8.00
N40/ 0.00 / 5.60 N39/ 0.00 / 6.00 N37/ 0.00 / 7.00
N36/ 0.00 / 4.47 N35/ 0.00 / 4.00 N34/ 0.00 / 4.10
N33/ 0.00 / 2.60 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
N50/ 0.00 / 5.70 N49/ 0.00 / 5.00 N51/ 0.00 / 4.80
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.40/ 7.40 5047/ 3.60/ 3.60 4946/ 3.00/ 3.00
5114b/ 1.80/ 1.80 4440/ 5.60/ 5.60 4342/ 8.30/ 8.30
4241/ 6.60/ 6.60 3736/ 4.47/ 4.47 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 50b50/ 5.70/ 5.70
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 1.86/ 1.86
5352o/ 6.10/ 6.10 5352u/ 6.10/ 6.10 5238o/ 5.00/ 5.00
5238u/ 5.00/ 5.00 3851o/ 3.80/ 3.80 3851u/ 3.80/ 3.80
5148u/ 3.60/ 3.60 5049u/ 4.00/ 4.00 4948u/ 3.60/ 3.60
4845o/ 2.50/ 2.50 4845u/ 2.50/ 2.50 4746o/ 3.00/ 3.00
4746u/ 3.00/ 3.00 4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50
4140o/ 5.60/ 5.60 4140u/ 5.60/ 5.60 4038o/ 5.00/ 5.00
4038u/ 5.00/ 5.00 3938o/ 5.00/ 5.00 3938u/ 5.00/ 5.00
3836o/ 4.47/ 4.47 3836u/ 4.47/ 4.47 3635o/ 4.00/ 4.00
3635u/ 4.00/ 4.00 3533u/ 2.60/ 2.60 2217o/ 1.75/ 1.75
2217u/ 1.75/ 1.75 2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50
1918o/ 1.90/ 1.90 1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75
1817u/ 1.75/ 1.75 1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50
0706o/ 3.50/ 3.50 0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70
0604u/ 1.70/ 1.70 0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70
0403o/ 1.10/ 1.10 0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05
0302u/ 1.05/ 1.05 14b14ao/ 1.65/ 1.65 14b14au/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 60.0000
N53 1.9273 4.8181 50.0000
N52 2.3459 5.8646 35.0000
N38 1.4050 3.5124 30.0000
N51B 3.1891 7.9729 95.0000
N48 1.9367 4.8418 20.0000
N50B 2.4331 6.0828 135.0000
N49B 1.9565 4.8912 90.0000
N47 6.2975 15.7438 0.0000
N46 1.9089 4.7723 15.0000
N45 2.0371 5.0927 110.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 11.8466 29.6164 0.0000
N44 43.5169 50.0000 0.0000
N40 2.4943 6.2358 120.0000
N39 3.2961 8.2402 10.0000
N37 50.0000 50.0000 0.0000
N36 0.1503 0.3758 10.0000
N35 1.7147 4.2867 5.0000
N34 50.0000 50.0000 0.0000
N33 1.2080 3.0200 5430.0000
N31 38.0356 50.0000 0.0000
N30 0.1867 0.4668 220.0000
N29 48.8936 50.0000 0.0000
N28 33.1839 50.0000 0.0000
N27 2.4434 6.1086 85.0000
N26 50.0000 50.0000 0.0000
N25 2.7585 6.8962 0.0000
N24 0.8616 2.1539 225.0000
N23 13.6126 34.0315 0.0000
N22 0.4324 1.0810 25.0000
N21 1.6351 4.0877 100.0000
N20 23.6634 50.0000 0.0000
N19 18.8893 47.2231 0.0000
N18 0.9178 2.2945 10.0000
N17 2.6382 6.5955 25.0000
N16 6.8562 17.1406 0.0000
N15 14.4385 36.0963 0.0000
N14B 0.4152 1.0381 65.0000
N14A 11.9985 29.9962 0.0000
N13 12.5044 31.2610 0.0000
N12 24.0466 50.0000 0.0000
N11 32.8871 50.0000 0.0000
N10 10.0522 25.1306 0.0000
N9 3.8741 9.6851 65.0000
N8 5.6465 14.1162 0.0000
N7 1.1722 2.9306 55.0000
N6 0.6435 1.6087 20.0000
N5 2.7425 6.8562 90.0000
N4 16.6150 41.5374 0.0000
N3 43.8858 50.0000 0.0000
N2 33.6803 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 38.0240 38.0240 50.0000 2.0833 0.0004 0.1295 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 -0.0003 0.0180 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0006 0.0362 Normal Soln
4440 27.0977 27.0977 40.3558 0.0000 -0.0014 0.0210 Normal Soln
4342 17.0961 17.0961 30.4515 0.0000 -0.0010 0.0165 Normal Soln
4241 13.1723 13.1723 20.5970 0.0000 -0.0013 0.0366 Normal Soln
3736 42.2682 42.2682 50.0000 0.0000 -0.0010 0.0111 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 -0.0032 0.0206 Normal Soln
3024 7.8027 7.8027 19.1400 0.0000 -0.0086 1.9121 Normal Soln
3036 15.8067 15.8067 50.0000 0.0000 -0.0114 0.1049 Normal Soln
2827 33.2598 33.2598 50.0000 0.0000 -0.0010 0.0182 Normal Soln
2726 9.5309 9.5309 44.5098 0.0000 0.0641 0.0214 Normal Soln
2629 43.4170 43.4170 50.0000 0.0000 0.0013 0.0972 Normal Soln
2930 30.5404 30.5404 50.0000 0.0000 -0.0019 0.0527 Normal Soln
2725 4.9749 4.9749 12.6131 0.0000 0.0020 2.3486 Normal Soln
2524 14.8110 14.8110 32.7855 0.0000 -0.0024 1.9317 Normal Soln
2422 6.4357 6.4357 17.9652 0.0000 0.0177 1.6121 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 -0.0050 0.1152 Normal Soln
2117 10.3776 10.3776 25.1695 0.0000 0.0039 0.0282 Normal Soln
1714B 27.3776 27.3776 50.0000 0.0000 -0.0011 0.0260 Normal Soln
1716 4.8350 4.8350 13.4607 0.0000 -0.0139 1.2666 Normal Soln
1615 4.0645 4.0645 10.1878 0.0000 0.0096 3.0726 Normal Soln
1614A 1.8497 1.8497 5.5157 3.7500 -0.0095 2.3064 Normal Soln
4514B 16.4985 16.4985 27.7958 0.0000 -0.0034 0.0145 Normal Soln
4515 5.8120 5.8120 13.6357 0.0000 -0.0104 1.9349 Normal Soln
1502 15.1472 15.1472 33.0077 0.0000 0.0111 4.3933 Normal Soln
14A13 4.4525 4.4525 24.7268 0.0000 -0.0082 0.1161 Normal Soln
1312 6.8595 6.8595 36.4351 0.0000 0.0078 0.1174 Normal Soln
1211 19.9688 19.9688 50.0000 0.0000 0.0072 0.0819 Normal Soln
1103 15.6682 15.6682 50.0000 0.0000 0.0054 0.0584 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 11.8770 11.8770 44.6270 0.0000 -0.0021 1.6173 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0001 Normal Soln
0804 10.8516 10.8516 33.8698 0.0000 0.0018 2.1496 Normal Soln
0201 3.0584 3.0584 7.3194 0.0000 0.0176 0.0449 Normal Soln
50b50 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
49b40 9.2375 9.2375 14.5662 0.0000 -0.0024 0.0062 Normal Soln
51b50 7.9857 7.9857 11.6795 0.0000 -0.0018 0.0100 Normal Soln
L610 8.1892 8.1892 22.9658 0.0000 -0.0125 2.1246 Normal Soln
5352o 18.7752 18.7752 35.5897 0.0000 0.0093 0.2007 Normal Soln
5352u 6.7007 6.7007 16.7624 0.0000 -0.0006 3.5109 Normal Soln
5238o 21.3114 21.3114 43.6923 0.0000 -0.0009 0.1281 Normal Soln
5238u 8.2067 8.2067 22.2399 0.0000 -0.0102 2.3304 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.2138 11.2138 37.6650 0.0000 -0.0085 2.4532 Normal Soln
5148u 4.1246 4.1246 12.3444 0.0000 0.0017 4.4823 Normal Soln
5049u 13.4338 13.4338 27.9815 0.0000 -0.0011 1.6983 Normal Soln
4948u 3.8943 3.8943 11.8322 0.0000 0.0014 2.8617 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 -0.0005 0.0112 Normal Soln
4845u 12.7582 12.7582 37.7607 0.0000 -0.0020 1.9381 Normal Soln
4746o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746u 6.7165 6.7165 19.9494 0.0000 -0.0015 1.0015 Normal Soln
4645o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4645u 7.7269 7.7269 32.3998 0.0000 -0.0029 2.0692 Normal Soln
4140o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4140u 7.7522 7.7522 20.7807 0.0000 0.0018 1.1000 Normal Soln
4038o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4038u 15.7821 15.7821 45.6667 0.0000 -0.0079 1.8165 Normal Soln
3938o 49.6251 49.6251 50.0000 0.0000 0.0075 0.0109 Normal Soln
3938u 8.6795 8.6795 27.4370 0.0000 0.0004 2.4618 Normal Soln
3836o 35.9926 35.9926 50.0000 0.0000 0.0023 0.0286 Normal Soln
3836u 8.0020 8.0020 23.0821 0.0000 0.0165 2.9910 Normal Soln
3635o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3635u 1.7955 1.7955 4.6396 114.1667 -0.0399 1.2485 Normal Soln
3533u 6.2209 6.2209 14.8472 0.0000 -0.0097 1.3309 Normal Soln
2217o 23.2771 23.2771 44.5704 0.0000 -0.0046 0.0208 Normal Soln
2217u 5.4164 5.4164 13.8955 0.0000 -0.0227 4.1311 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 7.0034 7.0034 12.1393 0.0000 0.0031 0.9627 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 18.6229 18.6229 45.7241 0.0000 -0.1379 1.4448 Normal Soln
1817o 16.6258 16.6258 44.1391 0.0000 0.0043 0.0648 Normal Soln
1817u 4.2334 4.2334 11.6540 0.0000 -0.0121 2.8649 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 12.0328 12.0328 30.8655 0.0000 -0.0029 1.0596 Normal Soln
0706o 46.4088 46.4088 50.0000 0.0000 -0.0011 0.0067 Normal Soln
0706u 6.8454 6.8454 24.5725 0.0000 -0.0019 1.9962 Normal Soln
0604o 48.1271 48.1271 50.0000 0.0000 -0.0024 0.0224 Normal Soln
0604u 9.6239 9.6239 20.4725 0.0000 0.0027 2.0761 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 14.2841 14.2841 37.6868 0.0000 0.0017 1.6920 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 3.9177 3.9177 8.4597 0.0000 0.0044 1.0232 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.2161 3.2161 15.6489 0.0000 0.0030 0.3832 Normal Soln
14b14ao 21.2391 21.2391 50.0000 0.0000 0.0003 0.0002 Normal Soln
14b14au 1.9626 1.9626 5.8905 0.0000 -0.0113 3.0501 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/ 0.01 / 5.01/ N51B/ 0.02 / 3.82/ N48/ 0.01 / 3.61/
N50B/ 1.00 / 5.70/ N49B/ 0.00 / 4.00/ N47/ 0.01 / 3.61/
N46/ 0.01 / 3.01/ N45/ 0.02 / 2.52/ N43/ 0.00 / 9.20/
N42/ 0.00 / 8.30/ N41/ 0.00 / 6.60/ N44/ 0.00 / 8.00/
N40/ 0.01 / 5.61/ N39/ 0.00 / 6.00/ N37/ 0.00 / 7.00/
N36/ 0.01 / 4.48/ N35/ 0.01 / 4.01/ N34/ 0.00 / 4.10/
N33/ 0.01 / 2.61/ N31/ 0.00 / 7.50/ N30/ 0.02 / 4.22/
N29/ 0.01 / 6.41/ N28/ 0.00 / 8.30/ N27/ 0.01 / 5.36/
N26/ 0.02 / 6.52/ N25/ 0.01 / 4.88/ N24/ 0.02 / 2.61/
N23/ 0.01 / 4.71/ N22/ 0.04 / 1.90/ N21/ 1.00 / 3.00/
N20/ 0.02 / 6.02/ N19/ 0.02 / 4.52/ N18/ 0.03 / 1.93/
N17/ 0.03 / 1.78/ N16/ 0.05 / 1.39/ N15/ 0.07 / 1.28/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.03 / 1.37/ N10/ 0.00 / 3.60/
N9/ 0.01 / 2.51/ N8/ 0.01 / 2.01/ N7/ 0.01 / 4.01/
N6/ 0.02 / 3.52/ N5/ 0.01 / 3.31/ N4/ 0.02 / 1.72/
N3/ 0.00 / 1.10/ N2/ 0.04 / 1.09/ N1/ 0.02 / 0.95/
N50/ 0.00 / 5.70/ N49/ 0.00 / 5.00/ N51/ 0.00 / 4.80/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00*/
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01*/
1615/ 0.01*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.01 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00*/ 0811/ 0.00 /
0804/ 0.00*/ 0201/ 0.01 / 50b50/ 0.00 /
49b40/ 0.00*/ 51b50/ 0.00*/ L610/ 0.00*/
5352o/ 0.00 / 5352u/ 0.00 / 5238o/ 0.00*/
5238u/ 0.00*/ 3851o/ 0.00 / 3851u/ 0.00*/
5148u/ 0.00 / 5049u/ 0.00 / 4948u/ 0.00*/
4845o/ 0.00*/ 4845u/ 0.00*/ 4746o/ 0.00 /
4746u/ 0.00*/ 4645o/ 0.00 / 4645u/ 0.00*/
4140o/ 0.00 / 4140u/ 0.00*/ 4038o/ 0.00 /
4038u/ 0.00*/ 3938o/ 0.00*/ 3938u/ 0.00*/
3836o/ 0.00*/ 3836u/ 0.00 / 3635o/ 0.00 /
3635u/ 0.00 / 3533u/ 0.00*/ 2217o/ 0.00*/
2217u/ 0.00 / 2019o/ 0.00 / 2019u/ 0.00*/
1918o/ 0.00 / 1918u/ 0.00*/ 1817o/ 0.00 /
1817u/ 0.00 / 1009o/ 0.00 / 1009u/ 0.00*/
0706o/ 0.00*/ 0706u/ 0.00*/ 0604o/ 0.00 /
0604u/ 0.00*/ 0504o/ 0.00 / 0504u/ 0.00*/
0403o/ 0.00 / 0403u/ 0.00 / 0302o/ 0.00 /
0302u/ 0.00*/ 14b14ao/ 0.00*/ 14b14au/ 0.00*/
FREE # 1/ 0.01 /
Conduit/ Velocity
5453/ 0.07 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.12 / 4342/ 0.08 /
4241/ 0.13 / 3736/ 0.07 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.02 / 3024/ 0.61 /
3036/ 0.00 / 2827/ 0.09 / 2726/ 0.00 /
2629/ 0.06 / 2930/ 0.19 / 2725/ 0.37 /
2524/ 0.45 / 2422/ 0.34 / L575/ 0.05 /
2117/ 0.02 / 1714B/ 0.00 / 1716/ 0.63 /
1615/ 0.35 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.15 / 1502/ 0.40 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.03 /
0912/ 0.00 / 0908/ 0.16 / 0811/ 0.00 /
0804/ 0.13 / 0201/ 0.22 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.15 /
5352o/ 0.00 / 5352u/ 0.47 / 5238o/ 0.00 /
5238u/ 0.37 / 3851o/ 0.00 / 3851u/ 0.32 /
5148u/ 0.33 / 5049u/ 0.12 / 4948u/ 0.06 /
4845o/ 0.00 / 4845u/ 0.38 / 4746o/ 0.00 /
4746u/ 0.27 / 4645o/ 0.00 / 4645u/ 0.15 /
4140o/ 0.00 / 4140u/ 0.21 / 4038o/ 0.00 /
4038u/ 0.19 / 3938o/ 0.00 / 3938u/ 0.08 /
3836o/ 0.00 / 3836u/ 0.32 / 3635o/ 0.00 /
3635u/ 0.54 / 3533u/ 0.45 / 2217o/ 0.00 /
2217u/ 0.34 / 2019o/ 0.00 / 2019u/ 0.69 /
1918o/ 0.00 / 1918u/ 0.48 / 1817o/ 0.00 /
1817u/ 0.47 / 1009o/ 0.00 / 1009u/ 0.21 /
0706o/ 0.00 / 0706u/ 0.14 / 0604o/ 0.00 /
0604u/ 0.44 / 0504o/ 0.00 / 0504u/ 0.09 /
0403o/ 0.00 / 0403u/ 0.63 / 0302o/ 0.00 /
0302u/ 0.03 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Width
5453/ 0.28 / 5047/ 0.00 / 4946/ 0.01 /
5114b/ 0.01 / 4440/ 0.07 / 4342/ 0.12 /
4241/ 0.11 / 3736/ 0.09 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.33 / 3024/ 0.18 /
3036/ 3.13 / 2827/ 0.13 / 2726/ 8.93 /
2629/ 1.20 / 2930/ 0.72 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.26 / L575/ 0.39 /
2117/ 0.16 / 1714B/ 1.65 / 1716/ 0.41 /
1615/ 0.40 / 1614A/ 0.33 / 4514B/ 0.05 /
4515/ 0.19 / 1502/ 0.42 / 14A13/ 0.19 /
1312/ 0.00 / 1211/ 0.17 / 1103/ 0.54 /
0912/ 0.01 / 0908/ 0.15 / 0811/ 0.00 /
0804/ 0.19 / 0201/ 0.95 / 50b50/ 0.00 /
49b40/ 1.48 / 51b50/ 0.74 / L610/ 0.21 /
5352o/ 0.09 / 5352u/ 0.07 / 5238o/ 0.04 /
5238u/ 0.09 / 3851o/ 0.01 / 3851u/ 0.11 /
5148u/ 0.11 / 5049u/ 0.09 / 4948u/ 0.09 /
4845o/ 0.57 / 4845u/ 0.13 / 4746o/ 0.00 /
4746u/ 0.12 / 4645o/ 0.03 / 4645u/ 0.12 /
4140o/ 0.00 / 4140u/ 0.15 / 4038o/ 0.02 /
4038u/ 0.18 / 3938o/ 0.10 / 3938u/ 0.07 /
3836o/ 0.34 / 3836u/ 0.18 / 3635o/ 0.00 /
3635u/ 0.18 / 3533u/ 0.18 / 2217o/ 0.26 /
2217u/ 0.31 / 2019o/ 0.00 / 2019u/ 0.18 /
1918o/ 0.04 / 1918u/ 0.25 / 1817o/ 0.08 /
1817u/ 0.27 / 1009o/ 0.00 / 1009u/ 0.15 /
0706o/ 0.05 / 0706u/ 0.12 / 0604o/ 0.13 /
0604u/ 0.16 / 0504o/ 0.00 / 0504u/ 0.14 /
0403o/ 0.00 / 0403u/ 0.29 / 0302o/ 0.00 /
0302u/ 1.50 / 14b14ao/ 0.05 / 14b14au/ 0.17 /
Junction/ EGL
N54/ 0.02 / N53/ 1.00 / N52/ 0.02 /
N38/ 0.02 / N51B/ 0.02 / N48/ 0.02 /
N50B/ 1.00 / N49B/ 1.00 / N47/ 0.01 /
N46/ 0.01 / N45/ 0.02 / N43/ 0.00 /
N42/ 0.01 / N41/ 1.00 / N44/ 0.00 /
N40/ 0.40 / N39/ 0.00 / N37/ 0.00 /
N36/ 1.05 / N35/ 0.02 / N34/ 0.00 /
N33/ 0.02 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.01 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.02 / N25/ 0.02 / N24/ 0.31 /
N23/ 0.01 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.02 / N19/ 0.05 / N18/ 0.05 /
N17/ 1.20 / N16/ 0.07 / N15/ 0.08 /
N14B/ 0.00 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.03 / N10/ 0.00 /
N9/ 0.01 / N8/ 0.01 / N7/ 0.01 /
N6/ 0.02 / N5/ 0.01 / N4/ 0.03 /
N3/ 0.02 / N2/ 0.05 / N1/ 0.02 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Junction/ Freeboard
N54/ 1.08 / N53/ 2.59 / N52/ 3.89 /
N38/ 4.99 / N51B/ 6.18 / N48/ 6.39 /
N50B/ 4.30 / N49B/ 6.00 / N47/ 6.39 /
N46/ 6.99 / N45/ 7.48 / N43/ 0.80 /
N42/ 1.70 / N41/ 3.40 / N44/ 2.00 /
N40/ 4.39 / N39/ 4.00 / N37/ 3.00 /
N36/ 5.52 / N35/ 5.99 / N34/ 5.90 /
N33/ 7.39 / N31/ 2.50 / N30/ 5.78 /
N29/ 3.59 / N28/ 1.70 / N27/ 4.64 /
N26/ 3.48 / N25/ 5.12 / N24/ 7.39 /
N23/ 5.29 / N22/ 8.10 / N21/ 7.00 /
N20/ 3.98 / N19/ 5.48 / N18/ 8.07 /
N17/ 8.22 / N16/ 8.61 / N15/ 8.72 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.63 / N10/ 6.40 /
N9/ 7.49 / N8/ 7.99 / N7/ 5.99 /
N6/ 6.48 / N5/ 6.69 / N4/ 8.28 /
N3/ 8.90 / N2/ 8.91 / N1/ 9.05 /
N50/ 4.30 / N49/ 5.00 / N51/ 5.20 /
Junction/ Max Volume
N54/ 0.13 / N53/ 1.07 / N52/ 1.07 /
N38/ 1.08 / N51B/ 1.22 / N48/ 1.01 /
N50B/ 1.15 / N49B/ 1.21 / N47/ 0.46 /
N46/ 0.84 / N45/ 1.08 / N43/ 0.06 /
N42/ 0.09 / N41/ 0.30 / N44/ 0.07 /
N40/ 0.77 / N39/ 1.02 / N37/ 0.06 /
N36/ 1.28 / N35/ 1.09 / N34/ 0.00 /
N33/ 1.83 / N31/ 0.02 / N30/ 1.55 /
N29/ 0.10 / N28/ 0.07 / N27/ 1.37 /
N26/ 0.13 / N25/ 0.78 / N24/ 1.48 /
N23/ 0.11 / N22/ 1.64 / N21/ 1.04 /
N20/ 0.31 / N19/ 0.41 / N18/ 1.25 /
N17/ 1.24 / N16/ 1.63 / N15/ 1.06 /
N14B/ 1.20 / N14A/ 0.94 / N13/ 0.56 /
N12/ 0.56 / N11/ 0.66 / N10/ 0.31 /
N9/ 0.91 / N8/ 1.00 / N7/ 1.01 /
N6/ 1.03 / N5/ 0.57 / N4/ 0.77 /
N3/ 0.62 / N2/ 0.62 / N1/ 0.62 /
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/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.01 / 2930/ 0.01 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.02 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.03 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.05 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.00 /
5352o/ 0.00 / 5352u/ 0.00 / 5238o/ 0.00 /
5238u/ 0.00 / 3851o/ 0.00 / 3851u/ 0.00 /
5148u/ 0.00 / 5049u/ 0.00 / 4948u/ 0.00 /
4845o/ 0.00 / 4845u/ 0.00 / 4746o/ 0.00 /
4746u/ 0.00 / 4645o/ 0.00 / 4645u/ 0.00 /
4140o/ 0.00 / 4140u/ 0.00 / 4038o/ 0.00 /
4038u/ 0.00 / 3938o/ 0.00 / 3938u/ 0.00 /
3836o/ 0.00 / 3836u/ 0.00 / 3635o/ 0.00 /
3635u/ 0.00 / 3533u/ 0.00 / 2217o/ 0.00 /
2217u/ 0.01 / 2019o/ 0.00 / 2019u/ 0.00 /
1918o/ 0.00 / 1918u/ 0.00 / 1817o/ 0.00 /
1817u/ 0.01 / 1009o/ 0.00 / 1009u/ 0.00 /
0706o/ 0.00 / 0706u/ 0.00 / 0604o/ 0.00 /
0604u/ 0.00 / 0504o/ 0.00 / 0504u/ 0.00 /
0403o/ 0.00 / 0403u/ 0.00 / 0302o/ 0.00 /
0302u/ 0.03 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Final Volume
5453/ 0.10 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.03 / 4342/ 0.02 /
4241/ 0.02 / 3736/ 0.04 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.22 / 3024/ 0.10 /
3036/ 0.00 / 2827/ 0.05 / 2726/ 0.05 /
2629/ 0.58 / 2930/ 0.28 / 2725/ 0.03 /
2524/ 0.08 / 2422/ 0.20 / L575/ 0.14 /
2117/ 0.03 / 1714B/ 0.00 / 1716/ 0.27 /
1615/ 0.45 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.22 / 1502/ 1.65 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.21 / 1103/ 0.95 /
0912/ 0.00 / 0908/ 0.04 / 0811/ 0.00 /
0804/ 0.11 / 0201/ 0.49 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.18 /
5352o/ 0.00 / 5352u/ 0.02 / 5238o/ 0.00 /
5238u/ 0.03 / 3851o/ 0.00 / 3851u/ 0.06 /
5148u/ 0.03 / 5049u/ 0.00 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.07 / 4746o/ 0.00 /
4746u/ 0.03 / 4645o/ 0.00 / 4645u/ 0.06 /
4140o/ 0.00 / 4140u/ 0.02 / 4038o/ 0.00 /
4038u/ 0.08 / 3938o/ 0.00 / 3938u/ 0.01 /
3836o/ 0.00 / 3836u/ 0.05 / 3635o/ 0.00 /
3635u/ 0.01 / 3533u/ 0.04 / 2217o/ 0.00 /
2217u/ 0.26 / 2019o/ 0.00 / 2019u/ 0.07 /
1918o/ 0.00 / 1918u/ 0.52 / 1817o/ 0.00 /
1817u/ 0.14 / 1009o/ 0.00 / 1009u/ 0.03 /
0706o/ 0.00 / 0706u/ 0.03 / 0604o/ 0.00 /
0604u/ 0.12 / 0504o/ 0.00 / 0504u/ 0.09 /
0403o/ 0.00 / 0403u/ 0.06 / 0302o/ 0.00 /
0302u/ 0.94 / 14b14ao/ 0.00 / 14b14au/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
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/ 0.02 /
1615/ 0.04 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.03 / 1502/ 0.04 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.02 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.02 /
5352o/ 0.00 / 5352u/ 0.01 / 5238o/ 0.00 /
5238u/ 0.01 / 3851o/ 0.00 / 3851u/ 0.01 /
5148u/ 0.01 / 5049u/ 0.00 / 4948u/ 0.00 /
4845o/ 0.00 / 4845u/ 0.01 / 4746o/ 0.00 /
4746u/ 0.00 / 4645o/ 0.00 / 4645u/ 0.01 /
4140o/ 0.00 / 4140u/ 0.00 / 4038o/ 0.00 /
4038u/ 0.01 / 3938o/ 0.00 / 3938u/ 0.00 /
3836o/ 0.00 / 3836u/ 0.01 / 3635o/ 0.00 /
3635u/ 0.01 / 3533u/ 0.01 / 2217o/ 0.00 /
2217u/ 0.02 Section 4
/ 2019o/ 0.00 / 2019u/ 0.01 /
1918o/ 0.00 / 1918u/ 0.02 / 1817o/ 0.00 /
1817u/ 0.02 / 1009o/ 0.00 / 1009u/ 0.00 /
0706o/ 0.00 / 0706u/ 0.01 / 0604o/ 0.00 /
0604u/ 0.01 / 0504o/ 0.00 / 0504u/ 0.01 /
0403o/ 0.00 / 0403u/ 0.01 / 0302o/ 0.00 /
0302u/ 0.02 / 14b14ao/ 0.00 / 14b14au/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.92/ 8.40 5047/ 3.61/ 3.61 4946/ 3.01/ 3.01/
5114b/ 1.80/ 1.80 4440/ 8.00/ 6.00 4342/ 9.20/ 8.30/
4241/ 8.30/ 7.60 3736/ 7.00/ 5.52 3534/ 4.10/ 4.10/
3422/ 1.90/ 1.90 3130/ 7.50/ 5.70 3024/ 4.22/ 2.88/
3036/ 4.48/ 4.48 2827/ 8.30/ 6.70 2726/ 6.52/ 6.52/
2629/ 6.52/ 6.41 2930/ 6.41/ 5.63 2725/ 5.36/ 4.88/
2524/ 4.88/ 2.87 2422/ 2.61/ 1.90 L575/ 4.71/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.78/ 1.39/
1615/ 1.39/ 1.28 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.52/ 1.28 1502/ 1.28/ 1.09 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.37 1103/ 1.37/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.51/ 2.01 0811/ 1.37/ 1.37/
0804/ 2.01/ 1.72 0201/ 1.09/ 0.95 50b50/ 5.70/ 5.70/
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.61/ 1.90/
5352o/ 6.11/ 6.11 5352u/ 7.41/ 6.11 5238o/ 5.01/ 5.01/
5238u/ 6.11/ 5.01 3851o/ 3.82/ 3.82 3851u/ 5.01/ 3.82/
5148u/ 3.82/ 3.61 5049u/ 5.70/ 5.00 4948u/ 4.00/ 3.61/
4845o/ 2.52/ 2.52 4845u/ 3.61/ 2.52 4746o/ 3.01/ 3.01/
4746u/ 3.61/ 3.01 4645o/ 2.52/ 2.52 4645u/ 3.01/ 2.52/
4140o/ 5.61/ 5.61 4140u/ 6.60/ 5.61 4038o/ 5.01/ 5.01/
4038u/ 5.61/ 5.01 3938o/ 5.01/ 5.01 3938u/ 6.00/ 5.01/
3836o/ 4.48/ 4.48 3836u/ 5.01/ 4.48 3635o/ 4.01/ 4.01/
3635u/ 4.48/ 4.01 3533u/ 4.01/ 2.61 2217o/ 1.78/ 1.78/
2217u/ 1.90/ 1.78 2019o/ 4.52/ 4.52 2019u/ 6.02/ 4.52/
1918o/ 1.93/ 1.93 1918u/ 4.52/ 1.93 1817o/ 1.78/ 1.78/
1817u/ 1.93/ 1.78 1009o/ 2.51/ 2.51 1009u/ 3.60/ 2.51/
0706o/ 3.52/ 3.52 0706u/ 4.01/ 3.52 0604o/ 1.72/ 1.72/
0604u/ 3.52/ 1.72 0504o/ 1.72/ 1.72 0504u/ 3.31/ 1.72/
0403o/ 1.10/ 1.10 0403u/ 1.72/ 1.10 0302o/ 1.09/ 1.09/
0302u/ 1.10/ 1.09 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........ 2488
Total number of time steps during simulation.... 2321
Ratio of actual # of time steps / NTCYC......... 1.612
Average number of iterations per time step...... 1.072
Average time step size(seconds)................ 3.102
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.197
Average minimum implicit time step (sec)........ 1.874
Average minimum junction time step (sec)........ 1.874
Average Courant Factor Tf....................... 1.874
Number of times omega reduced................... 32
*=========================================================*
| 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 1.07 2476 0 6 0 0 0
N53 0 1.33 3098 0 19 2 0 0
N52 0 1.61 3742 0 7 0 0 0
N38 0 1.97 4565 0 11 2 0 0
N51B 0 1.31 3052 0 11 1 0 0
N48 0 1.39 3217 2 13 1 0 0
N50B 0 1.07 2487 0 6 0 0 0
N49B 0 1.21 2799 0 10 1 0 0
N47 0 1.10 2561 0 8 0 0 0
N46 0 1.19 2755 0 8 0 0 0
N45 0 1.81 4196 0 9 0 0 0
N43 0 1.11 2579 0 4 0 0 0
N42 0 1.26 2924 4 7 0 0 0
N41 0 1.50 3475 0 7 0 0 0
N44 0 1.18 2738 0 5 0 0 0
N40 0 1.49 3447 0 9 0 0 0
N39 0 1.07 2487 0 12 1 0 0
N37 0 1.12 2593 0 4 0 0 0
N36 0 1.91 4441 3 21 2 0 0
N35 0 1.48 3441 1 9 0 0 0
N34 0 1.00 2321 0 1 0 0 0
N33 0 1.48 3445 0 6 0 0 0
N31 0 1.27 2938 0 7 0 0 0
N30 0 1.82 4219 0 15 3 0 0
N29 0 1.61 3728 0 7 0 0 0
N28 0 1.24 2872 1 7 0 0 0
N27 0 1.75 4071 0 29 2 1 0
N26 0 1.35 3129 0 5 0 0 0
N25 0 1.53 3542 0 9 0 0 0
N24 0 1.88 4355 0 9 0 0 0
N23 0 1.43 3329 0 7 0 0 0
N22 0 2.02 4693 7 12 1 0 0
N21 0 1.33 3093 0 16 1 0 0
N20 0 1.39 3222 0 13 1 0 0
N19 0 1.81 4191 0 7 0 0 0
N18 0 2.06 4787 0 8 0 0 0
N17 0 2.49 5784 1 11 1 0 0
N16 0 2.17 5037 0 12 2 0 0
N15 0 1.74 4045 0 7 0 0 0
N14B 0 1.65 3831 0 17 1 0 0
N14A 0 2.09 4843 2 15 4 0 0
N13 0 1.88 4368 0 9 0 0 0
N12 0 1.73 4018 0 7 0 0 0
N11 0 1.96 4549 0 10 1 0 0
N10 0 1.21 2798 0 5 0 0 0
N9 0 1.41 3276 0 7 0 0 0
N8 0 1.45 3360 0 5 0 0 0
N7 0 1.23 2851 0 5 0 0 0
N6 0 1.85 4285 3 8 0 0 0
N5 0 1.21 2798 0 5 0 0 0
N4 0 1.86 4308 0 7 0 0 0
N3 0 2.31 5356 1 7 0 0 0
N2 0 2.20 5099 2 7 0 0 0
N1 0 2.04 4739 5 7 0 0 0
N50 0 1.00 2321 0 1 0 0 0
N49 0 1.05 2442 0 6 0 0 0
N51 0 1.17 2711 0 6 0 0 0
Total number of iterations for all junctions.. 203827
Minimum number of possible iterations......... 132297
Efficiency of the simulation.................. 1.54
Excellent Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N54 10.0000 9.3000 9.0324 0 15 0.0000 0.9676 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.4710 0 15 0.0000 1.5290 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.1708 0 15 0.0000 2.8292 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.0810 0 16 0.0000 3.9190 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0158 0 15 0.0000 4.9842 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6088 0 16 0.0000 5.3912 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.8463 0 15 0.0000 4.1537 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2106 0 12 0.0000 4.7894 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.0571 0 15 0.0000 5.9429 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 3.8360 0 15 0.0000 6.1640 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5790 0 15 0.0000 6.4210 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2649 0 15 0.0000 0.7351 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.3877 0 15 0.0000 1.6123 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 6.9031 0 15 0.0000 3.0969 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.0716 0 15 0.0000 1.9284 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.3680 0 17 0.0000 3.6320 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0165 0 15 0.0000 2.9835 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0559 0 15 0.0000 2.9441 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.9700 5.7523 0 19 0.0000 4.2477 1.0000 0.0000 0.0000 0.0000
N35 10.0000 6.4000 5.0901 0 15 0.0000 4.9099 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 4.4343 0 15 1.3843 5.5657 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5189 0 15 0.0000 2.4811 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.7495 0 19 0.0000 4.2505 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5017 0 15 0.0000 3.4983 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3679 0 15 0.0000 1.6321 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7174 0 15 0.0000 3.2826 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.6347 0 16 0.0000 3.3653 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6523 0 15 0.4073 4.3477 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.0712 0 17 0.7612 5.9288 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8105 0 15 0.0000 5.1895 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.5050 0 16 0.0000 6.4950 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0390 0 15 0.0000 6.9610 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.3080 0 15 0.0000 3.6920 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.9093 0 15 0.0000 5.0907 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.1506 0 15 0.0000 6.8494 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.9875 0 16 0.0000 7.0125 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.9671 0 16 0.5671 7.0329 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.2663 0 16 0.2313 7.7337 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.0021 0 17 0.0000 6.9979 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.5394 0 17 0.0000 7.4606 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.4218 0 17 0.0000 7.5782 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.2447 0 18 0.0000 7.7553 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.0022 0 19 0.0000 7.9978 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.9084 0 15 0.0000 6.0916 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.4092 0 15 0.0000 6.5908 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0008 0 15 0.0000 6.9992 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0134 0 15 0.0000 4.9866 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5278 0 15 0.0000 5.4722 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.8729 0 15 0.0000 6.1271 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.4663 0 15 0.0000 7.5337 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.7187 0 16 0.0000 8.2813 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.6727 0 16 0.0000 8.3273 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.5527 0 16 0.0000 8.4473 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 5.0138 0 15 0.0000 4.9862 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8186 0 15 0.0000 5.1814 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 0.0658 0 15 0.3791 0 15 0.0643 9.0324 8.4846 .3310 .2114
5047 2.8812 1.4600 200.0000 0.0000 0 0 0.0000 0 0 0.0000 4.0570 4.0570 .0000 .0000
4946 2.8075 1.4227 200.0000 0.0241 0 15 0.2158 0 15 0.0086 5.0138 4.0084 .0691 .0421
5114b 3.5733 1.8108 200.0000 0.0615 0 15 0.3612 0 15 0.0172 4.8186 3.0159 .0929 .0794
4440 10.0429 4.8092 400.0000 0.1036 0 15 1.1151 0 9 0.0103 8.0716 6.3680 .1791 .9199
4342 9.2249 4.4176 400.0000 0.0761 0 15 0.7882 0 15 0.0082 9.2649 8.3877 .1623 .2192
4241 8.1356 3.8959 400.0000 0.1488 0 15 1.1657 0 15 0.0183 8.3877 7.6870 .2192 .2176
3736 14.9983 3.6090 400.0000 0.0829 0 15 0.7002 0 10 0.0055 7.0559 5.7523 .1397 .5808
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 3.5050 3.5050 .0000 .0000
3130 13.5508 2.2744 300.0000 0.1308 0 15 0.3585 0 15 0.0097 7.5189 5.7495 .0630 .1650
3024 0.4621 2.9058 450.0000 0.4351 0 24 2.6646 0 22 0.9416 5.7495 4.0711 3.443 2.691
3036 6.7857 1.4251 400.0000 -0.1760 0 16 -0.1757 0 24 -0.0259 5.7495 5.7523 .3238 .5808
2827 15.5945 3.7524 400.0000 0.1417 0 15 0.9250 0 15 0.0091 8.3679 6.7673 .1696 .1682
2726 18.5574 3.1124 300.0000 0.1641 0 15 0.2247 0 10 0.0088 6.7174 6.6347 .0581 .4491
2629 2.4524 0.5150 400.0000 0.1194 0 16 0.2416 0 16 0.0487 6.6347 6.5017 .3368 .2543
2930 11.6053 2.4373 400.0000 0.3061 0 16 0.8645 0 15 0.0264 6.5017 5.7495 .2543 .3238
2725 0.2218 2.0080 375.0000 0.2604 0 10 2.3789 0 10 1.1743 6.7174 5.6523 3.646 2.086
2524 0.2779 2.5163 375.0000 0.2460 0 10 2.4401 0 9 0.8851 5.6523 4.0711 2.086 3.229
2422 0.8401 2.9711 600.0000 0.6187 0 20 2.1736 0 20 0.7365 4.0712 3.5050 2.468 2.741
L575 4.4056 1.1111 300.0000 0.2465 0 15 0.4557 0 15 0.0560 4.8105 3.5050 .3685 .3499
2117 10.3655 2.0976 500.0000 0.1275 0 15 0.3974 0 15 0.0123 3.0390 2.9875 .0780 .0749
1714B 8.1188 0.9553 500.0000 -0.1059 0 17 -0.2171 0 18 -0.0130 2.9874 3.0021 .1749 .3042
1716 3.1532 3.6415 1050.000 1.9798 0 16 2.2287 0 16 0.6279 2.9874 2.9673 1.178 1.540
1615 0.7725 1.7486 750.0000 1.1770 0 16 2.6502 0 16 1.5237 2.9667 2.2663 2.168 1.408
1614A 0.7872 1.7819 750.0000 0.8037 0 16 1.8130 0 16 1.0210 2.9667 2.5394 1.755 1.252
4514B 28.0567 3.5017 450.0000 0.2030 0 15 0.8634 0 13 0.0072 3.5790 3.0021 .1755 .3380
4515 0.1942 2.7467 300.0000 0.1680 0 8 2.3469 0 8 0.8654 3.5790 2.2663 3.596 3.521
1502 0.6052 1.1322 825.0000 1.3325 0 16 2.7266 0 17 2.2016 2.2663 1.6727 1.280 .7548
14A13 16.6072 0.8411 1700.000 -0.9229 0 17 -0.4044 0 16 -0.0556 2.5394 2.4218 .3997 .4834
1312 15.7543 0.6101 1400.000 0.9211 0 17 0.3843 0 16 0.0585 2.4218 2.2447 .4013 .4033
1211 22.0747 0.6694 1700.000 0.9035 0 18 0.2803 0 13 0.0409 2.2447 2.0022 .3322 .3895
1103 34.9730 0.7240 2000.000 1.0114 0 20 0.3834 0 22 0.0289 2.0022 1.7187 .3311 .3093
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.4092 2.2447 .0000 .0000
0908 0.1628 1.4741 375.0000 0.1250 0 15 1.1211 0 15 0.7676 3.4092 3.0008 2.424 2.668
0811 6.0914 1.5476 400.0000 0.0003 0 15 0.0744 0 15 0.0000 3.0008 2.0022 .0020 .0056
0804 0.2208 1.3886 450.0000 0.2364 0 15 1.4773 0 15 1.0704 3.0008 2.4661 2.224 1.702
0201 142.3584 2.9703 2000.000 3.1953 0 16 1.3698 0 20 0.0224 1.6727 1.5527 .3114 .3113
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 0.0361 0 15 0.6865 0 15 0.0026 5.2106 5.0138 .0265 .0346
51b50 13.6470 6.9913 400.0000 0.0673 0 15 0.8562 0 12 0.0049 5.0158 4.8186 .0395 .0464
L610 0.3758 2.3626 450.0000 0.3489 0 26 2.1771 0 26 0.9285 4.4343 3.5050 4.076 3.655
5352o 1.1925 2.1371 300.0000 0.1192 0 15 0.9274 0 15 0.1000 8.4710 7.1708 .2366 .2361
5352u 0.0273 1.5423 150.0000 0.0364 0 28 2.0891 0 29 1.3368 8.4710 7.1708 7.139 7.138
5238o 1.6591 2.2063 400.0000 0.1062 0 15 0.8012 0 14 0.0640 7.1708 6.0810 .1770 .2024
5238u 0.0735 1.8497 225.0000 0.0749 0 9 1.8477 0 9 1.0190 7.1708 6.0810 4.759 4.804
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0810 5.0158 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0593 0 15 1.4609 0 29 0.8943 6.0810 5.0158 4.804 5.403
5148u 0.0407 1.0234 225.0000 0.0684 0 6 1.7012 0 6 1.6814 5.0158 4.6088 5.403 4.483
5049u 0.0573 1.4423 225.0000 0.0428 0 15 1.3235 0 15 0.7461 5.8463 5.2106 .6503 .9360
4948u 0.0590 1.4830 225.0000 0.0689 0 11 1.6908 0 11 1.1691 5.2106 4.6088 5.380 4.483
4845o 2.5500 1.2922 200.0000 0.0143 0 16 0.0371 0 16 0.0056 4.6088 3.5790 .0441 .3948
4845u 0.1309 1.8523 300.0000 0.1114 0 7 1.5894 0 5 0.8505 4.6088 3.5790 3.362 3.596
4746o 17.3588 1.9947 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.8361 3.8361 .0000 .0000
4746u 0.1498 2.1194 300.0000 0.0612 0 15 1.2549 0 6 0.4085 4.0570 3.8361 1.523 2.786
4645o 15.8729 1.6240 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.8359 3.5790 .0000 .0000
4645u 0.1105 1.5637 300.0000 0.0730 0 15 1.0185 0 15 0.6603 3.8359 3.5790 2.786 3.596
4140o 7.7278 3.0800 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.3680 6.3680 .0000 .0000
4140u 0.3099 2.8063 375.0000 0.1477 0 15 1.5399 0 8 0.4764 6.9031 6.3680 .8083 2.047
4038o 9.0986 1.8214 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.3680 6.0810 .0000 .0000
4038u 0.2678 1.6839 450.0000 0.1696 0 17 1.4891 0 7 0.6332 6.3680 6.0810 1.706 2.402
3938o 6.1031 3.1254 400.0000 0.0323 0 15 0.3681 0 11 0.0053 7.0165 6.0810 .0412 .2024
3938u 0.0261 1.4762 150.0000 0.0265 0 9 1.4589 0 9 1.0174 7.0165 6.0810 6.776 7.206
3836o 9.9729 2.0945 400.0000 0.1426 0 16 0.1888 0 15 0.0143 6.0810 5.7523 .2024 .5808
3836u 0.3282 2.0635 450.0000 0.2553 0 11 1.7365 0 29 0.7780 6.0810 5.7523 2.402 2.849
3635o 350.7969 7.2605 1200.000 0.0000 0 0 0.0000 0 0 0.0000 5.0900 5.0900 .0000 .0000
3635u 0.6696 4.2102 450.0000 0.3450 0 28 2.1554 0 28 0.5153 5.7523 5.0900 2.849 2.422
3533u 0.5928 3.7276 450.0000 0.3473 0 28 2.5594 0 6 0.5859 5.0901 4.4343 2.422 4.076
2217o 14.0423 2.7133 500.0000 0.1474 0 16 0.7853 0 16 0.0105 3.5050 3.0544 .2099 .2087
2217u 0.6241 1.4127 750.0000 1.1188 0 19 2.5199 0 19 1.7925 3.5050 2.9875 2.193 1.649
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.9093 4.9093 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.3006 0 15 2.4737 0 20 0.4716 6.3079 4.9093 .6843 .9096
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.9093 3.1506 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.5764 0 15 2.4058 0 15 0.6107 4.9093 3.1506 .6821 2.084
1817o 9.1593 1.0777 500.0000 0.2970 0 15 0.4985 0 16 0.0324 3.1506 3.0585 .3013 .2170
1817u 0.5070 1.7932 600.0000 0.5377 0 12 1.8932 0 12 1.0605 3.1506 2.9875 2.084 2.062
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 3.4092 3.4092 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1218 0 15 1.6201 0 11 0.5046 3.9084 3.4092 .8225 2.424
0706o 7.2322 2.6073 300.0000 0.0242 0 15 0.2242 0 15 0.0033 5.0134 4.5278 .0448 .0926
0706u 0.1248 1.7661 300.0000 0.0876 0 12 1.2209 0 12 0.7017 5.0134 4.5278 3.378 3.425
0604o 9.6606 3.5628 300.0000 0.1081 0 15 0.6922 0 15 0.0112 4.5278 2.8271 .0926 .0904
0604u 0.3116 2.8210 375.0000 0.3096 0 18 2.7842 0 18 0.9938 4.5278 2.4661 2.740 2.042
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4661 2.4661 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.1191 0 15 1.6720 0 15 0.7727 3.8729 2.4661 1.909 2.553
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.7187 1.7187 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.9867 0 15 2.3645 0 15 0.5117 2.4663 1.7187 1.021 .8249
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6727 1.6727 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.5939 0 16 0.6391 0 16 0.1824 1.7187 1.6727 1.031 1.037
14b14ao 75.9084 3.3944 500.0000 0.0068 0 17 0.0606 0 17 0.0001 3.0021 2.5394 .0242 .0789
14b14au 0.1270 1.7965 300.0000 0.1218 0 21 1.6977 0 21 0.9595 3.0021 2.5394 4.006 3.131
FREE # 1 Undefnd Undefnd Undefn 3.1953 0 16
*==================================================*
| 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 0.0615 0.1737 0.0411
5047 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4946 76.9167 0.0000 0.0000 43.0833 0.0114 0.1117 0.0024
5114b 75.7778 0.0000 0.0000 44.2222 0.0173 0.1702 0.0062
4440 0.1667 17.8611 0.0000 101.9722 0.1222 0.8653 0.0668
4342 0.1667 119.8333 0.0000 0.0000 0.0370 0.0965 0.0601
4241 0.1667 0.0000 0.0000 119.8333 0.0430 0.1278 0.1017
3736 0.1667 19.2500 0.0000 100.5833 0.0635 0.7842 0.0331
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 9.1875 0.0000 110.6458 0.0286 0.5692 0.0065
3024 0.1667 16.3611 0.0000 103.4722 0.1364 0.1653 3.1393
3036 104.1667 12.1111 3.7222 0.0000 0.0954 1.1835 0.0284
2827 0.1667 0.0000 0.0000 119.8333 0.0333 0.1533 0.0625
2726 112.5833 7.4167 0.0000 0.0000 0.0679 1.3602 0.0090
2629 0.2500 119.7500 0.0000 0.0000 0.0623 0.4951 0.0285
2930 0.2500 8.6944 0.0000 111.0556 0.0550 0.4103 0.0877
2725 0.1667 119.8333 0.0000 0.0000 0.1039 0.1139 2.1047
2524 0.1667 16.3056 0.0000 103.5278 0.1136 0.1140 1.9487
2422 0.1667 119.8333 0.0000 0.0000 0.1679 0.2908 3.1956
L575 0.1667 5.7778 0.0000 114.0556 0.0522 0.5412 0.0473
2117 2.5417 2.2222 0.0000 115.2361 0.0325 0.3211 0.0127
1714B 109.7222 3.2778 7.0000 0.0000 0.0621 0.5350 0.0239
1716 0.1667 116.7917 0.0000 3.0417 0.2938 0.8902 3.1748
1615 0.1667 119.8333 0.0000 0.0000 0.2277 0.4521 3.5529
1614A 4.2500 32.7083 83.0417 0.0000 0.2282 0.4607 2.0437
4514B 101.9722 10.4167 0.0000 7.6111 0.0504 0.5017 0.0623
4515 0.1667 119.8333 0.0000 0.0000 0.0843 0.0728 2.3174
1502 0.1667 119.8333 0.0000 0.0000 0.2360 0.4898 2.2849
14A13 5.8750 114.1250 0.0000 0.0000 0.3175 2.2830 0.3034
1312 5.8750 114.1250 0.0000 0.0000 0.2766 2.4031 0.2158
1211 5.9583 114.0417 0.0000 0.0000 0.2592 3.7303 0.1529
1103 0.1667 119.8333 0.0000 0.0000 0.3495 2.7604 0.2310
0912 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0908 0.1667 119.8333 0.0000 0.0000 0.1049 0.1137 1.0332
0811 119.8333 0.0000 0.0000 0.1667 0.0005 0.0046 0.0000
0804 0.1667 119.8333 0.0000 0.0000 0.1323 0.1658 1.3026
0201 0.1667 119.8333 0.0000 0.0000 0.3530 2.3405 0.8502
50b50 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
49b40 113.4722 6.5278 0.0000 0.0000 0.0115 0.0558 0.0077
51b50 101.9444 18.0556 0.0000 0.0000 0.0169 0.0817 0.0141
L610 0.1667 119.8333 0.0000 0.0000 0.1259 0.1667 3.2246
5352o 98.4444 0.1667 0.0000 21.3889 0.0661 0.1286 0.0657
5352u 0.1667 119.8333 0.0000 0.0000 0.0454 0.0184 1.6295
5238o 105.3667 9.9944 0.0000 4.6389 0.0690 0.1347 0.0588
5238u 0.1667 119.8333 0.0000 0.0000 0.0638 0.0411 1.8627
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 1.6675
5148u 0.1667 119.8333 0.0000 0.0000 0.0639 0.0410 1.5515
5049u 3.3889 8.8889 0.0000 107.7222 0.0652 0.0324 0.2348
4948u 0.2500 119.7500 0.0000 0.0000 0.0638 0.0410 1.8744
4845o 108.8611 11.1389 0.0000 0.0000 0.0398 0.3963 0.0016
4845u 0.1667 119.8333 0.0000 0.0000 0.0912 0.0729 1.5174
4746o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 0.5550
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 0.9740
4140o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4140u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1026 0.7468
4038o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4038u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 0.9764
3938o 109.0000 8.5000 0.0000 2.5000 0.0432 0.2133 0.0072
3938u 0.2500 119.7500 0.0000 0.0000 0.0427 0.0184 1.2807
3836o 105.5000 14.5000 0.0000 0.0000 0.0725 0.8506 0.0270
3836u 0.1667 119.8333 0.0000 0.0000 0.1314 0.1656 1.7674
3635o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3635u 0.1667 119.8333 0.0000 0.0000 0.1334 0.1666 2.1638
3533u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1640 2.7313
2217o 112.2778 0.0000 0.0000 7.7222 0.0515 0.1878 0.0821
2217u 0.1667 119.8333 0.0000 0.0000 0.2128 0.4527 3.2953
2019o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 119.8333 0.0000 0.0000 0.1331 0.1320 0.8162
1918o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 119.8333 0.0000 0.0000 0.1644 0.2411 1.9846
1817o 111.8056 0.0000 0.0000 8.1944 0.0667 0.5973 0.0645
1817u 0.1667 119.8333 0.0000 0.0000 0.1825 0.2961 1.9603
1009o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1036 0.7129
0706o 114.7986 5.2014 0.0000 0.0000 0.0179 0.1095 0.0045
0706u 0.1667 119.8333 0.0000 0.0000 0.0887 0.0728 1.2338
0604o 113.2222 0.0000 0.0000 6.7778 0.0245 0.1563 0.0190
0604u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1135 2.3784
0504o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0504u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0728 1.1161
0403o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 119.8333 0.0000 0.0000 0.2281 0.4179 1.6208
0302o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0302u 0.1667 119.8333 0.0000 0.0000 0.3112 0.9302 0.3963
14b14ao 116.5833 3.4167 0.0000 0.0000 0.0122 0.1117 0.0016
14b14au 60.8750 59.1250 0.0000 0.0000 0.0839 0.0728 1.7755
*===========================================*
| 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 0.0089 63.7994 0.0005 0.9974 0.3611 0.0256 0.0549 4.3995
5047 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0350
4946 0.0013 9.6046 0.0001 0.5338 0.5089 0.0018 0.0181 0.0350
5114b 0.0050 35.9200 0.0003 0.5631 0.5826 0.0037 0.0365 0.0350
4440 0.0118 85.1816 0.0007 0.9974 1.0192 0.0301 0.1623 1.7598
4342 0.0087 62.4944 0.0006 0.9974 0.8113 0.0149 0.0253 1.7598
4241 0.0168 120.8055 0.0010 0.9974 1.1208 0.0170 0.0330 1.7598
3736 0.0094 67.4481 0.0006 0.9974 0.7684 0.0202 0.1653 1.9553
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 0.0133 96.0649 0.0009 0.9974 1.1240 0.0069 0.1374 3.4219
3024 0.0683 491.5965 0.0027 0.9974 1.4084 0.0632 0.0588 1.2710
3036 -0.0072 -51.7654 0.0020 0.2671 0.0058 0.0214 0.2070 0.0206
2827 0.0161 115.9317 0.0010 0.9974 1.0609 0.0130 0.0400 1.9553
2726 0.0058 41.6991 0.0015 0.1181 0.0357 0.0430 0.1278 0.0200
2629 0.0098 70.3394 0.0007 0.9974 0.1592 0.0234 0.1099 3.4219
2930 0.0361 259.9502 0.0018 0.9974 0.7071 0.0232 0.1117 1.9553
2725 0.0388 279.1948 0.0018 0.9974 1.1607 0.0552 0.0415 1.2710
2524 0.0384 276.3710 0.0018 0.9927 1.4337 0.0514 0.0378 0.0138
2422 0.1070 770.3725 0.0049 0.9974 0.7683 0.0902 0.1215 1.2710
L575 0.0241 173.7653 0.0018 0.9974 0.4568 0.0197 0.1278 4.3995
2117 0.0138 99.4260 0.0010 0.9733 1.0369 0.0094 0.0927 0.0200
1714B -0.0039 -28.4334 0.0005 0.1706 0.0000 0.0078 0.0520 0.0212
1716 0.3350 2411.9536 0.0153 0.9974 0.9744 0.1499 0.3207 1.2710
1615 0.2442 1758.2751 0.0094 0.9974 0.6235 0.1342 0.2350 1.2710
1614A 0.0910 655.4880 0.0053 0.9539 0.1516 0.0987 0.1830 0.0130
4514B 0.0119 85.8073 0.0011 0.3046 0.2031 0.0085 0.0594 0.0212
4515 0.0435 312.8526 0.0018 0.9974 0.8141 0.0581 0.0433 1.2710
1502 0.2877 2071.2571 0.0103 0.9974 0.8910 0.1443 0.2323 1.2710
14A13 -0.1051 -756.8316 0.0054 0.9375 0.0059 0.1261 0.6507 0.1223
1312 0.1056 760.6624 0.0053 0.9371 0.0748 0.0897 0.6603 0.1220
1211 0.1074 773.3237 0.0060 0.9358 0.0573 0.0945 0.9786 0.1229
1103 0.1399 1007.5525 0.0067 0.9974 0.1404 0.1522 0.8920 12.2209
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0268 0.2738 0.0450
0908 0.0145 104.4028 0.0009 0.9974 0.6779 0.0471 0.0304 1.3687
0811 0.0000 0.0010 0.0000 0.0026 0.0040 0.0000 0.0002 0.0450
0804 0.0280 201.9156 0.0018 0.9974 0.5785 0.0630 0.0531 1.2710
0201 0.5659 4074.7860 0.0219 0.9974 0.5240 0.1749 0.8599 3.9107
50b50 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0100
49b40 0.0013 9.3708 0.0002 0.1038 0.2217 0.0024 0.0050 0.0100
51b50 0.0049 35.4946 0.0004 0.3055 0.5328 0.0038 0.0164 0.0100
L610 0.0713 513.1386 0.0037 0.9974 0.5972 0.0721 0.0790 1.1732
5352o 0.0097 69.9597 0.0007 0.3602 0.3743 0.0141 0.0268 0.0350
5352u 0.0091 65.1974 0.0004 0.9974 1.3089 0.0273 0.0097 1.3687
5238o 0.0057 41.1445 0.0006 0.2421 0.1811 0.0109 0.0208 0.0350
5238u 0.0164 118.3624 0.0008 0.9974 1.1280 0.0363 0.0189 1.2710
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0013 0.0024 0.0350
3851u 0.0153 110.3938 0.0008 0.9974 0.7927 0.0395 0.0213 1.2710
5148u 0.0169 121.6073 0.0008 0.9974 0.8261 0.0407 0.0220 1.3687
5049u 0.0044 31.8271 0.0003 0.9625 1.2345 0.0223 0.0073 0.0140
4948u 0.0098 70.7606 0.0004 0.9974 0.4545 0.0332 0.0181 1.3687
4845o 0.0008 5.8521 0.0001 0.1822 0.0196 0.0072 0.0713 0.0350
4845u 0.0259 186.5250 0.0011 0.9974 0.9290 0.0480 0.0343 1.2710
4746o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0286
4746u 0.0152 109.4954 0.0005 0.9974 1.0144 0.0355 0.0206 1.2710
4645o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0033 0.0132 0.0295
4645u 0.0166 119.4831 0.0008 0.9974 0.4395 0.0435 0.0315 1.3687
4140o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0216
4140u 0.0168 120.6223 0.0011 0.9974 1.0254 0.0430 0.0293 1.2710
4038o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0028 0.0116 0.0216
4038u 0.0315 226.4682 0.0015 0.9974 0.6674 0.0594 0.0636 1.2710
3938o 0.0016 11.8067 0.0002 0.1797 0.0951 0.0067 0.0330 0.0250
3938u 0.0046 32.7609 0.0002 0.9974 0.5636 0.0238 0.0086 1.1732
3836o 0.0074 53.2812 0.0008 0.2495 0.0285 0.0162 0.1639 0.0207
3836u 0.0477 343.7595 0.0037 0.9974 0.8666 0.0621 0.0693 1.2710
3635o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0350
3635u 0.0681 490.0011 0.0032 0.9974 1.3839 0.0618 0.0691 1.1732
3533u 0.0711 512.0516 0.0033 0.9974 1.4007 0.0613 0.0679 1.1732
2217o 0.0055 39.6835 0.0008 0.1254 0.0927 0.0049 0.0151 0.0215
2217u 0.2068 1488.7671 0.0090 0.9974 0.7756 0.1190 0.1874 1.2710
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0201
2019u 0.0432 311.1209 0.0023 0.9974 1.7714 0.0604 0.0361 1.2710
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0033 0.0258 0.0261
1918u 0.0778 560.1670 0.0058 0.9974 1.1736 0.0835 0.0806 1.2710
1817o 0.0101 72.8823 0.0017 0.1361 0.0611 0.0062 0.0447 0.0212
1817u 0.0895 644.0719 0.0048 0.9974 0.7410 0.0987 0.1187 1.2710
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
1009u 0.0144 103.5020 0.0008 0.9974 1.1609 0.0402 0.0208 1.3687
0706o 0.0006 4.3062 0.0001 0.0806 0.0459 0.0012 0.0070 0.0212
0706u 0.0125 89.6747 0.0008 0.9974 0.7173 0.0421 0.0229 1.2710
0604o 0.0032 23.3818 0.0006 0.1064 0.1437 0.0017 0.0103 0.0209
0604u 0.0508 365.8370 0.0025 0.9974 1.4922 0.0573 0.0409 1.2710
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
0504u 0.0139 99.9010 0.0010 0.9974 0.7503 0.0422 0.0232 1.2710
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0403u 0.1235 889.2486 0.0068 0.9974 1.6899 0.1024 0.1248 1.2710
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0219
0302u 0.2643 1903.1575 0.0049 0.9974 0.1842 0.1517 0.3886 0.6844
14b14ao 0.0001 0.7040 0.0000 0.0582 0.0076 0.0008 0.0068 0.0350
14b14au 0.0138 99.5368 0.0009 0.6545 0.1456 0.0416 0.0322 0.0140
FREE # 1 0.5662 4076.7971
*===============================================================*
| 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 0.0658 0.0000 0.5392 0.0846 0.1138 9.0324 8.4846 Max Flow
5047 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4946 0.0241 0.0000 1.0032 0.0084 0.0110 5.0138 4.0084 Max Flow
5114b 0.0615 0.0000 1.7865 0.0159 0.0172 4.8186 3.0159 Max Flow
4440 0.1036 0.0000 0.0064 0.0954 0.0712 8.0716 6.3227 Max Flow
4342 0.0761 0.0000 0.3923 0.0840 0.0648 9.2649 8.3876 Max Flow
4241 0.1487 0.0000 0.7010 0.1102 0.0870 8.3875 7.6870 Max Flow
3736 0.0829 0.0000 0.0188 0.0659 0.0553 7.0559 5.7102 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 0.1287 0.0000 1.6768 0.0158 0.0175 7.5182 5.7191 Max Flow
3024 0.4351 1.2259 1.1202 0.4259 0.3474 5.7060 3.3821 Max Flow
3036 0.0000 0.0000 0.0000 0.0000 0.0000 5.6154 5.6154 Max Flow
2827 0.1416 0.0000 1.6001 0.0818 0.0673 8.3678 6.7673 Max Flow
2726 0.1641 0.0000 0.0023 0.0186 0.0168 6.7174 6.6261 Max Flow
2629 0.1194 0.0000 0.1305 0.0753 0.1265 6.6347 6.5014 Max Flow
2930 0.3049 0.0000 0.7788 0.1102 0.1012 6.5017 5.7213 Max Flow
2725 0.2604 0.8559 0.6074 0.3506 0.3750 6.7098 5.2206 Max Flow
2524 0.2445 0.5583 1.4078 0.3461 0.2732 5.1941 3.1973 Max Flow
2422 0.6178 0.2496 0.3896 0.5088 0.3827 3.7695 3.1637 Max Flow
L575 0.2459 0.0000 1.2945 0.0869 0.1041 4.8079 3.4999 Max Flow
2117 0.1275 0.0000 0.0607 0.0251 0.0339 3.0390 2.9751 Max Flow
1714B 0.0000 0.0000 0.0000 0.0000 0.0000 2.8980 2.8980 Max Flow
1716 1.9798 -0.1456 0.1498 0.8014 0.6033 2.9874 2.9614 Max Flow
1615 1.1762 0.3972 0.2983 0.6580 0.7500 2.9656 2.2650 Max Flow
1614A 0.8016 0.3724 0.0515 0.5548 0.6281 2.9643 2.5381 Max Flow
4514B 0.2029 0.0000 0.1538 0.0934 0.0785 3.5790 2.9850 Max Flow
4515 0.1679 0.5907 0.9403 0.2879 0.2155 3.5185 1.9867 Max Flow
1502 1.3325 -0.1872 0.8228 0.6921 0.8250 2.2649 1.6718 Max Flow
14A13 0.0203 0.0000 0.0050 0.0772 0.1459 2.0550 2.0506 Max Flow
1312 0.9211 0.0000 0.1791 0.3435 0.5616 2.4218 2.2427 Max Flow
1211 0.9035 0.0000 0.2099 0.3494 0.5636 2.2447 1.9943 Max Flow
1103 1.0099 0.0000 0.3179 0.2712 0.6869 2.0019 1.6768 Max Flow
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0908 0.1249 0.1398 0.2888 0.2604 0.2462 3.3703 2.9413 Max Flow
0811 0.0000 0.0000 1.0800 0.0000 0.0000 3.0004 2.0000 Max Flow
0804 0.2362 0.1927 0.3390 0.3422 0.4103 3.0002 2.4649 Max Flow
0201 3.1953 0.0000 0.1200 0.5126 0.6227 1.6727 1.5527 Max Flow
50b50 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
49b40 0.0361 0.0000 0.1954 0.0176 0.0084 5.2088 5.0136 Max Flow
51b50 0.0673 0.0000 0.1569 0.0266 0.0157 5.0158 4.8185 Max Flow
L610 0.3487 0.6571 0.6277 0.4027 0.3427 3.8350 2.5460 Max Flow
5352o 0.1192 0.0000 1.2986 0.0761 0.0708 8.4710 7.1708 Max Flow
5352u 0.0364 0.0806 2.0830 1.0069 0.1500 8.4069 6.2394 Max Flow
5238o 0.1062 0.0000 0.9782 0.0704 0.0705 7.1708 6.0765 Max Flow
5238u 0.0748 0.1576 1.0923 0.2117 0.1881 7.1132 5.8466 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0593 0.1570 0.9118 0.1989 0.1661 6.0806 5.0129 Max Flow
5148u 0.0683 0.1982 0.5509 0.2077 0.2250 4.6637 3.9081 Max Flow
5049u 0.0428 0.1744 0.4828 0.1730 0.1449 5.8463 5.2088 Max Flow
4948u 0.0689 0.0823 0.5196 0.2081 0.2250 5.2106 4.6071 Max Flow
4845o 0.0143 0.0000 0.0075 0.0052 0.0086 4.6088 3.5771 Max Flow
4845u 0.1114 0.4120 0.7768 0.2563 0.2127 4.5145 3.3171 Max Flow
4746o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746u 0.0612 0.1241 0.0987 0.1924 0.1335 4.0570 3.8326 Max Flow
4645o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4645u 0.0730 0.0437 0.2121 0.2105 0.1780 3.8338 3.5786 Max Flow
4140o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4140u 0.1476 0.3974 0.2262 0.2831 0.1822 6.9030 6.3351 Max Flow
4038o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4038u 0.1696 0.0536 0.2375 0.2894 0.2599 6.3663 6.0757 Max Flow
3938o 0.0322 0.0000 0.0422 0.0165 0.0164 7.0165 6.0750 Max Flow
3938u 0.0265 0.3640 0.9721 0.1404 0.1251 6.9802 5.6424 Max Flow
3836o 0.1425 0.0000 0.0170 0.0812 0.0809 6.0810 5.7390 Max Flow
3836u 0.2553 0.0969 0.3152 0.3549 0.2984 6.0119 5.6004 Max Flow
3635o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3635u 0.3449 0.8668 0.1231 0.4013 0.2290 5.6154 4.6228 Max Flow
3533u 0.3473 0.4159 0.4749 0.4022 0.2476 4.6342 3.7456 Max Flow
2217o 0.1473 0.0000 0.4495 0.1082 0.1044 3.5049 3.0544 Max Flow
2217u 1.1181 0.3208 0.3497 0.6448 0.7500 3.4276 2.7564 Max Flow
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2019u 0.3000 1.1480 0.3872 0.3811 0.2172 6.3079 4.9074 Max Flow
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1918u 0.5759 0.6367 1.1777 0.4938 0.3385 4.9092 3.1465 Max Flow
1817o 0.2968 0.0000 0.0806 0.1085 0.1429 3.1504 3.0585 Max Flow
1817u 0.5353 0.1503 0.1656 0.4781 0.5300 3.0188 2.7116 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.1218 0.2787 0.2775 0.2571 0.1884 3.9046 3.3860 Max Flow
0706o 0.0241 0.0000 0.1346 0.0128 0.0131 5.0134 4.5273 Max Flow
0706u 0.0876 0.2579 0.2389 0.2304 0.1853 5.0054 4.5083 Max Flow
0604o 0.1081 0.0000 1.6946 0.0340 0.0271 4.5278 2.8271 Max Flow
0604u 0.3096 0.5285 1.7524 1.0031 0.3055 4.5031 2.2176 Max Flow
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0504u 0.1191 0.4649 0.9406 0.2632 0.1980 3.8691 2.4649 Max Flow
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0403u 0.9857 0.5381 0.1550 0.6117 0.3800 2.4643 1.7073 Max Flow
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0302u 0.5939 0.0447 0.0016 0.2518 0.1524 1.7182 1.6721 Max Flow
14b14ao 0.0068 0.0000 0.0160 0.0081 0.0086 3.0021 2.5394 Max Flow
14b14au 0.1218 0.3176 0.1786 0.2653 0.2358 2.9610 2.4625 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 60.8333 59.0000 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 21.5000 21.5000 77.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 19.5000 24.6667 75.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4440 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4241 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 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 90.3333 29.5000 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 15.8333 104.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2629 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 1.5000 71.3333 47.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 109.6667 0.0000 0.8333 0.0000 8.3333 0.0000 None
2524 0.1667 0.1667 119.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 101.0000 1.0000 0.0000 8.1667 8.6667 0.0000 None
L575 66.5000 53.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 80.3333 37.1667 2.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 10.1667 109.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 89.3333 10.3333 0.0000 7.8333 11.3333 0.0000 None
1615 0.5000 50.3333 2.0000 1.1667 19.3333 0.0000 46.6667 0.0000 None
1614A 0.0000 87.1667 0.0000 18.3333 10.3333 3.8333 0.3333 0.0000 None
4514B 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.6667 0.5000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 116.1667 3.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 114.1667 5.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 3.3333 110.8333 5.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 114.0000 6.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.1667 119.6667 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 112.3333 1.5000 0.0000 1.8333 3.1667 0.0000 None
0811 0.0000 0.1667 119.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 69.5000 33.8333 0.0000 8.5000 0.0000 8.1667 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 101.0000 0.5000 0.0000 9.3333 8.0000 0.0000 None
5352o 1.5000 5.6667 112.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.0000 1.1667 117.3333 0.0000 0.8333 0.0000 0.6667 0.0000 None
5238o 4.3333 10.3333 105.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.1667 1.0000 118.8333 0.0000 0.0000 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 100.8333 0.0000 0.0000 0.0000 18.0000 0.0000 None
5148u 3.5000 0.5000 88.8333 0.0000 23.6667 0.0000 3.5000 0.0000 None
5049u 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4948u 1.0000 0.1667 97.8333 1.0000 8.8333 10.1667 1.0000 0.0000 None
4845o 0.0000 11.0000 109.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.6667 0.5000 108.8333 1.6667 0.0000 0.0000 8.3333 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 95.5000 2.8333 0.0000 19.5000 1.0000 0.0000 None
4140o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4140u 0.0000 1.1667 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 98.8333 9.1667 0.0000 8.3333 2.5000 0.0000 None
3938o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3938u 0.5000 0.6667 104.3333 0.0000 0.0000 0.0000 14.5000 0.0000 None
3836o 0.0000 11.3333 108.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 96.6667 0.3333 0.0000 20.1667 1.6667 0.0000 None
3635o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635u 0.0000 1.0000 98.3333 1.5000 0.0000 8.8333 10.3333 0.0000 None
3533u 0.6667 0.1667 104.3333 6.6667 0.0000 0.0000 8.1667 0.0000 None
2217o 1.0000 0.6667 118.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 42.3333 67.6667 0.1667 0.0000 9.1667 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 4.1667 4.0000 111.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.1667 81.6667 3.6667 4.0000 5.1667 24.3333 0.0000 None
1009o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.6667 0.5000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 5.1667 114.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 111.1667 0.3333 0.0000 7.0000 0.3333 0.0000 None
0604o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.1667 1.0000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.1667 1.0000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.5000 0.6667 115.3333 0.0000 0.0000 0.0000 3.5000 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 17.0000 98.1667 0.0000 0.0000 3.6667 0.0000 None
14b14ao 0.0000 3.3333 116.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14b14au 0.0000 0.0000 91.8333 4.1667 0.0000 23.3333 0.6667 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 90.6667 0.0000
5114b 0.0000 0.0000 93.5000 0.0000
4440 17.8611 19.0278 102.2500 0.0000
4342 118.7083 118.7083 0.0000 0.0000
4241 0.2222 0.2222 119.5000 0.0000
3736 19.2500 20.3750 4.4722 0.0000
3534 0.0000 0.0000 0.0000 0.0000
3422 0.0000 0.0000 0.0000 0.0000
3130 8.4722 9.5833 97.0597 0.0000
3024 0.0000 1.2778 104.5972 0.0000
3036 2.1111 3.2500 0.0000 0.0000
2827 0.1667 1.3194 27.2083 0.0000
2726 109.3333 109.3333 0.0000 0.0000
2629 12.0139 12.2361 0.0000 0.0000
2930 8.8472 8.8750 0.0000 0.0000
2725 0.0000 0.0000 105.5694 0.0000
2524 3.5278 4.0278 106.9861 0.0000
2422 97.9167 101.5556 2.2917 0.0000
L575 3.2778 3.2778 0.0000 0.0000
2117 1.7222 1.7222 86.2500 0.0000
1714B 0.0000 0.0000 0.0000 0.0000
1716 99.3056 107.5000 76.6806 0.0000
1615 56.3403 87.5833 0.0000 0.0000
1614A 0.0000 7.1111 0.0000 0.0000
4514B 10.3333 10.3889 2.0833 0.0000
4515 86.8750 87.9583 7.7917 0.0000
1502 1.2917 1.7083 25.0556 0.0000
14A13 88.1250 89.0833 0.0000 0.0000
1312 95.5938 106.8889 0.2917 0.0000
1211 108.7639 108.7917 0.0000 0.0000
1103 13.8472 21.3472 0.0000 0.0000
0912 0.0000 0.0000 0.0000 0.0000
0908 109.1528 112.1944 0.0000 0.0000
0811 0.0000 0.0000 104.8056 0.0000
0804 99.5250 110.6042 0.0000 0.0000
0201 7.4875 8.2653 0.0000 0.0000
50b50 0.0000 0.0000 0.0000 0.0000
49b40 104.8056 104.8056 6.2222 0.0000
51b50 107.8333 107.8333 15.5556 0.0000
L610 92.4444 96.2361 0.9306 0.0000
5352o 0.1111 0.1667 15.5069 0.0000
5352u 2.6667 3.2917 92.2083 0.0000
5238o 105.5000 105.5556 0.0278 0.0000
5238u 92.4889 94.7111 96.6278 0.0000
3851o 0.0000 0.0000 0.0000 0.0000
3851u 91.5833 91.5833 54.0000 0.0000
5148u 0.0000 0.0000 87.9583 0.0000
5049u 5.6667 8.7500 115.0139 0.0000
4948u 94.0556 95.4583 4.4583 0.0000
4845o 111.8611 111.8611 0.0000 0.0000
4845u 79.8125 92.1250 93.8333 0.0000
4746o 0.0000 0.0000 0.0000 0.0000
4746u 94.7778 95.0833 96.1389 0.0000
4645o 0.0000 0.0000 0.0000 0.0000
4645u 95.3611 95.3611 0.0417 0.0000
4140o 0.0000 0.0000 0.0000 0.0000
4140u 102.3611 105.9722 100.4444 0.0000
4038o 0.0000 0.0000 0.0000 0.0000
4038u 92.0833 93.3611 4.4861 0.0000
3938o 108.1667 108.1875 2.6611 0.0000
3938u 90.8056 92.8333 4.7500 0.0000
3836o 109.0000 109.0000 0.0000 0.0000
3836u 26.7361 97.8611 89.6111 0.0000
3635o 0.0000 0.0000 0.0000 0.0000
3635u 0.0000 1.2500 96.8333 0.0000
3533u 91.0000 95.1667 96.9583 0.0000
2217o 100.0833 100.0833 99.9722 0.0000
2217u 0.0000 0.0000 7.7361 0.0000
2019o 0.0000 0.0000 0.0000 0.0000
2019u 88.2917 116.9167 119.7917 0.0000
1918o 0.0000 0.0000 0.0000 0.0000
1918u 108.7611 108.9069 109.7889 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 0.0000 23.7500 1.2917 0.0000
1009o 0.0000 0.0000 0.0000 0.0000
1009u 99.0417 112.3056 98.6111 0.0000
0706o 108.2083 108.2292 0.0208 0.0000
0706u 97.5972 110.0417 4.4583 0.0000
0604o 0.0556 0.0556 108.3889 0.0000
0604u 105.9583 108.3333 109.0278 0.0000
0504o 0.0000 0.0000 0.0000 0.0000
0504u 108.8833 109.0083 5.1875 0.0000
0403o 0.0000 0.0000 0.0000 0.0000
0403u 36.3889 67.9167 99.8056 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 22.1667 114.8472 0.0000 0.0000
14b14ao 104.1389 104.1389 0.0000 0.0000
14b14au 86.5833 88.1667 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 0.1205 0.3810 0.0306 0.0001 0.0657 0.0000 0.0012 0.1724 0.0000 0.0560 7.7581 0.0008 0.1116
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 0.0631 0.2159 0.0631 0.0000 0.0241 0.0000 0.0000 0.1117 0.0000 0.0010 5.0249 0.0010 0.0114
5114b 0.1057 0.3614 0.1057 0.0000 0.0615 0.0000 0.0001 0.1701 0.0001 0.0025 8.5045 0.0025 0.0174
4440 0.0307 0.1401 0.0140 0.0049 0.0987 0.0000 0.1581 0.7047 0.0018 7.1123 31.7109 0.0803 0.2364
4342 0.0000 0.7949 0.0000 0.0000 0.0761 0.0000 0.0000 0.0957 0.0000 0.0000 2.2974 0.0000 0.0759
4241 0.0000 1.1736 0.0000 0.0000 0.1488 0.0000 0.0000 0.1268 0.0000 0.0000 3.0424 0.0000 0.0874
3736 0.0122 0.1071 0.0122 0.0001 0.0828 0.0001 0.0049 0.7732 0.0049 0.2427 38.6587 0.2427 0.1569
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 0.0489 0.2299 0.0489 0.0000 0.1308 0.0000 0.0001 0.5690 0.0001 0.0045 31.2942 0.0045 0.0287
3036 0.0314 0.1587 0.0314 0.0014 0.1732 0.0014 0.0458 1.0913 0.0458 0.8246 19.6426 0.8246 0.1933
2827 0.0000 0.9336 0.0000 0.0000 0.1417 0.0000 0.0000 0.1518 0.0000 0.0000 7.5889 0.0000 0.0676
2726 0.0296 0.1207 0.0296 0.0000 0.1641 0.0000 0.0006 1.3590 0.0006 0.0059 13.5900 0.0059 0.0686
2629 0.0000 0.2417 0.0000 0.0000 0.1194 0.0000 0.0000 0.4941 0.0000 0.0000 22.2332 0.0000 0.1205
2930 0.0000 0.7480 0.0000 0.0000 0.3061 0.0000 0.0000 0.4092 0.0000 0.0000 19.6438 0.0000 0.1096
L575 0.0000 0.4567 0.0000 0.0000 0.2465 0.0000 0.0000 0.5397 0.0000 0.0000 32.3830 0.0000 0.1044
2117 0.0751 0.3973 0.0751 0.0000 0.1275 0.0000 0.0001 0.3210 0.0001 0.0009 3.2095 0.0009 0.0328
1714B 0.0000 0.1980 0.0000 0.0000 0.1059 0.0000 0.0000 0.5349 0.0000 0.0000 14.9770 0.0000 0.1255
4514B 0.0000 0.4057 0.0000 0.0000 0.2030 0.0000 0.0000 0.5004 0.0000 0.0000 12.0102 0.0000 0.1212
14A13 0.0738 0.4063 0.0000 0.0008 0.9221 0.0000 0.0105 2.2696 0.0000 0.1050 22.6957 0.0000 0.8110
1312 0.0000 0.3834 0.0000 0.0000 0.9211 0.0000 0.0000 2.4023 0.0000 0.0000 33.6323 0.0000 0.5626
1211 0.0000 0.2423 0.0000 0.0000 0.9035 0.0000 0.0000 3.7281 0.0000 0.0000 137.9410 0.0000 0.6089
1103 0.0343 0.3675 0.0000 0.0002 1.0112 0.0000 0.0052 2.7515 0.0000 0.1829 96.3010 0.0000 0.6358
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 0.0087 0.0641 0.0087 0.0000 0.0003 0.0000 0.0000 0.0046 0.0000 0.0000 0.2548 0.0000 0.0005
0201 0.0084 1.3706 0.0000 0.0000 3.1953 0.0000 0.0002 2.3313 0.0000 0.0015 23.3131 0.0000 0.6227
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.