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d5y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:58.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\eagill\Develop.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\Eagle\Flows.int
Input File to Layer # 2 C:\XPS\Eagle\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=5.0 5.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 76
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 91
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 91
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 649
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 52
Number of Storage junctions in Extran (NVSE)........ 0
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 0
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 76
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 91
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
EAGLE DRIVE
DEVELOPED CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 9.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 12
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 62.5000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
2 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
4 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
5 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
6 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
7 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
8 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
9 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
10 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
11 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
12 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
13 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
14 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
15 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
16 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
17 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
18 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
20 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
21 N52#1 N52 10.000 .28000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
22 N52#2 N52 10.000 .56000E-01 25.00 4.000 0.020 0.045 0.000 0.000 0.00
23 N44#1 N44 50.000 .12200 100.00 1.000 0.020 0.045 0.000 0.000 0.00
24 N44#2 N44 50.000 .15600 11.00 1.000 0.020 0.045 0.000 0.000 0.00
25 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
26 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
27 N42#1 N42 50.000 .10000 100.00 1.000 0.020 0.045 0.000 0.000 0.00
28 N42#2 N42 50.000 .90000E-01 10.00 1.000 0.020 0.045 0.000 0.000 0.00
29 N40#1 N40 15.000 .35000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
30 N40#2 N40 8.0000 .19000E-01 15.00 2.000 0.020 0.045 0.000 0.000 0.00
31 N39#1 N39 12.000 .58000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
32 N39#2 N39 13.000 .86000E-01 26.00 4.000 0.020 0.045 0.000 0.000 0.00
33 N38#1 N38 8.0000 .98000E-01100.00 0.900 0.020 0.045 0.000 0.000 0.00
34 N38#2 N38 27.000 .15500 26.00 0.900 0.020 0.045 0.000 0.000 0.00
35 N51B#1 N51B 23.000 .51000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
36 N51B#2 N51B 23.000 .10100 25.00 3.000 0.020 0.045 0.000 0.000 0.00
37 N50B#1 N50B 25.000 .84000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
38 N50B#2 N50B 25.000 .24000E-01 20.00 3.000 0.020 0.045 0.000 0.000 0.00
39 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
40 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
41 N49B#1 N49B 23.000 .53000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
42 N49B#2 N49B 23.000 .10500 25.00 4.000 0.020 0.045 0.000 0.000 0.00
43 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
44 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
45 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
46 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
47 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
50 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
51 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
52 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
53 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
54 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
55 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
56 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
57 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
58 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
59 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
60 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
62 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
63 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
64 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
65 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
66 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
67 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
68 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
69 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
70 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
71 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
72 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
73 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
74 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
75 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
76 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N21#1 0.0010 2.0000 2.0000
2 N21#2 0.0010 2.0000 2.0000
3 N37#1 0.0010 2.0000 2.0000
4 N37#2 0.0010 2.0000 2.0000
5 N31#1 0.0010 2.0000 2.0000
6 N31#2 0.0010 2.0000 2.0000
7 N28#1 0.0010 2.0000 2.0000
8 N28#2 0.0010 2.0000 2.0000
9 N27#1 0.0010 2.0000 2.0000
10 N27#2 0.0010 2.0000 2.0000
11 N26#1 0.0010 2.0000 2.0000
12 N26#2 0.0010 2.0000 2.0000
13 N29#1 0.0010 2.0000 2.0000
14 N29#2 0.0010 2.0000 2.0000
15 N30#1 0.0010 2.0000 2.0000
16 N30#2 0.0010 2.0000 2.0000
17 N54#1 0.0010 2.0000 2.0000
18 N54#2 0.0010 2.0000 2.0000
19 N53#1 0.0010 2.0000 2.0000
20 N53#2 0.0010 2.0000 2.0000
21 N52#1 0.0010 2.0000 2.0000
22 N52#2 0.0010 2.0000 2.0000
23 N44#1 0.0010 2.0000 2.0000
24 N44#2 0.0010 2.0000 2.0000
25 N43#1 0.0010 2.0000 2.0000
26 N43#2 0.0010 2.0000 2.0000
27 N42#1 0.0010 2.0000 2.0000
28 N42#2 0.0010 2.0000 2.0000
29 N40#1 0.0010 2.0000 2.0000
30 N40#2 0.0010 2.0000 2.0000
31 N39#1 0.0010 2.0000 2.0000
32 N39#2 0.0010 2.0000 2.0000
33 N38#1 0.0010 2.0000 2.0000
34 N38#2 0.0010 2.0000 2.0000
35 N51B#1 0.0010 2.0000 2.0000
36 N51B#2 0.0010 2.0000 2.0000
37 N50B#1 0.0010 2.0000 2.0000
38 N50B#2 0.0010 2.0000 2.0000
39 N47#1 0.0010 2.0000 2.0000
40 N47#2 0.0010 2.0000 2.0000
41 N49B#1 0.0010 2.0000 2.0000
42 N49B#2 0.0010 2.0000 2.0000
43 N45#1 0.0010 2.0000 2.0000
44 N45#2 0.0010 2.0000 2.0000
45 N10#1 0.0010 2.0000 2.0000
46 N10#2 0.0010 2.0000 2.0000
47 N8#1 0.0010 2.0000 2.0000
48 N8#2 0.0010 2.0000 2.0000
49 N11#1 0.0010 2.0000 2.0000
50 N11#2 0.0010 2.0000 2.0000
51 N7#1 0.0010 2.0000 2.0000
52 N7#2 0.0010 2.0000 2.0000
53 N6#1 0.0010 2.0000 2.0000
54 N6#2 0.0010 2.0000 2.0000
55 N5#1 0.0010 2.0000 2.0000
56 N5#2 0.0010 2.0000 2.0000
57 N4#1 0.0010 2.0000 2.0000
58 N4#2 0.0010 2.0000 2.0000
59 N2#1 0.0010 2.0000 2.0000
60 N2#2 0.0010 2.0000 2.0000
61 N36#1 0.0010 2.0000 2.0000
62 N36#2 0.0010 2.0000 2.0000
63 N35#1 0.0010 2.0000 2.0000
64 N35#2 0.0010 2.0000 2.0000
65 N23#1 0.0010 2.0000 2.0000
66 N23#2 0.0010 2.0000 2.0000
67 N22#1 0.0010 2.0000 2.0000
68 N22#2 0.0010 2.0000 2.0000
69 N20#1 0.0010 2.0000 2.0000
70 N20#2 0.0010 2.0000 2.0000
71 N19#1 0.0010 2.0000 2.0000
72 N19#2 0.0010 2.0000 2.0000
73 N18#1 0.0010 2.0000 2.0000
74 N18#2 0.0010 2.0000 2.0000
75 N17#1 0.0010 2.0000 2.0000
76 N17#2 0.0010 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N40#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N40#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N39#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N39#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N51B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N51B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N50B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N50B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N49B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N49B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
71 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
72 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
73 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
74 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
75 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
76 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 76
Total Tributary Area (hectares). 13.39
Impervious Area (hectares)...... 6.48
Pervious Area (hectares)........ 6.90
Total Width (hectares).......... 2033.70
Percent Imperviousness.......... 48.42
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N37 No Tributary Channel/Pipes
Tributary Subareas........ N37#1 N37#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N27 No Tributary Channel/Pipes
Tributary Subareas........ N27#1 N27#2
N26 No Tributary Channel/Pipes
Tributary Subareas........ N26#1 N26#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N54 No Tributary Channel/Pipes
Tributary Subareas........ N54#1 N54#2
N53 No Tributary Channel/Pipes
Tributary Subareas........ N53#1 N53#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N44 No Tributary Channel/Pipes
Tributary Subareas........ N44#1 N44#2
N43 No Tributary Channel/Pipes
Tributary Subareas........ N43#1 N43#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N40 No Tributary Channel/Pipes
Tributary Subareas........ N40#1 N40#2
N39 No Tributary Channel/Pipes
Tributary Subareas........ N39#1 N39#2
N38 No Tributary Channel/Pipes
Tributary Subareas........ N38#1 N38#2
N51B No Tributary Channel/Pipes
Tributary Subareas........ N51B#1 N51B#2
N50B No Tributary Channel/Pipes
Tributary Subareas........ N50B#1 N50B#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N49B No Tributary Channel/Pipes
Tributary Subareas........ N49B#1 N49B#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N10 No Tributary Channel/Pipes
Tributary Subareas........ N10#1 N10#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N7 No Tributary Channel/Pipes
Tributary Subareas........ N7#1 N7#2
N6 No Tributary Channel/Pipes
Tributary Subareas........ N6#1 N6#2
N5 No Tributary Channel/Pipes
Tributary Subareas........ N5#1 N5#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
***********************************************************
* Hydrographs will be stored for the following 38 INLETS *
***********************************************************
N21 N37 N31 N28 N27 N26
N29 N30 N54 N53 N52 N44
N43 N42 N40 N39 N38 N51B
N50B N47 N49B N45 N10 N8
N11 N7 N6 N5 N4 N2
N36 N35 N23 N22 N20 N19
N18 N17
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 540
Final Julian Date = 1903001
Final time of day = 32400. seconds.
Final time of day = 9.00 hours.
Final running time = 9.0000 hours.
Final running time = 0.3750 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N21#1 1880 540 N21#2 3788 1080 N37#1 1896 540
N37#2 3796 1080 N31#1 1896 540 N31#2 3796 1080
N28#1 1896 540 N28#2 3800 1080 N27#1 1884 540
N27#2 3744 1080 N26#1 1880 540 N26#2 1820 540
N29#1 1900 540 N29#2 3752 1080 N30#1 1904 540
N30#2 3808 1080 N54#1 1916 540 N54#2 1868 540
N53#1 1680 540 N53#2 1876 540 N52#1 1912 540
N52#2 3804 1080 N44#1 1904 540 N44#2 3876 1080
N43#1 1880 540 N43#2 1876 540 N42#1 1908 540
N42#2 4064 1080 N40#1 1912 540 N40#2 3984 1080
N39#1 1904 540 N39#2 3800 1080 N38#1 1836 540
N38#2 3756 1080 N51B#1 1916 540 N51B#2 3812 1080
N50B#1 1908 540 N50B#2 4240 1080 N47#1 1920 540
N47#2 3740 1080 N49B#1 1916 540 N49B#2 3816 1080
N45#1 1920 540 N45#2 3756 1080 N10#1 1892 540
N10#2 1852 540 N8#1 1888 540 N8#2 1844 540
N11#1 1780 540 N11#2 3736 1080 N7#1 1888 540
N7#2 1844 540 N6#1 1868 540 N6#2 1776 540
N5#1 1892 540 N5#2 1848 540 N4#1 1888 540
N4#2 1844 540 N2#1 1880 540 N2#2 3748 1080
N36#1 1896 540 N36#2 3796 1080 N35#1 1912 540
N35#2 1912 540 N23#1 1888 540 N23#2 3812 1080
N22#1 1884 540 N22#2 1876 540 N20#1 1832 540
N20#2 1688 540 N19#1 1900 540 N19#2 3704 1080
N18#1 1876 540 N18#2 3728 1080 N17#1 1904 540
N17#2 3800 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 62.5000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 8.366250E+03 62.500
Total Infiltration 1.358481E+02 1.015
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 8.231785E+03 61.495
Total Water remaining in Surface Storage 3.490890E+00 0.026
Infiltration over the Pervious Area... 1.358481E+02 1.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 8.371124E+03 62.536
Total Precipitation + Initial Storage. 8.366250E+03 62.500
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0583
****************************************************
* 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.............. 8.231785E+03 61.495
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.................. 8.228827E+03 61.473
Initial Storage + Inflow.................... 8.231785E+03 61.495
Final Storage + Outflow + Diverted GW....... 8.228827E+03 61.473
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0359
##################################################
# 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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.55986 0.00000 60.55244 0.00000 60.55413
Total Losses (mm)...... 0.00000 1.93009 0.00000 1.93379 0.00000 1.93302
Remaining Depth (mm)... 0.00000 0.01004 0.00000 0.01377 0.00000 0.01286
Peak Runoff Rate (cms). 0.00000 0.06747 0.00000 0.04062 0.00000 0.06181
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.51975 62.54668 62.53674 62.57283 62.53671 62.57434
Peak Runoff Rate (cms). 0.00045 0.08628 0.04216 0.01882 0.06184 0.02852
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.51975 62.54668 62.53674 62.57283 62.53671 62.57434
Peak Runoff Rate (cms). 0.00045 0.08628 0.04216 0.01882 0.06184 0.02852
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) 62.51975 61.65261 62.53674 61.15856 62.53671 61.16019
Peak Runoff Rate (cms). 0.00045 0.15374 0.04216 0.05944 0.06184 0.09034
Unit Runoff (mm/hr).... 163.99449 169.11899 170.06702 165.98221 170.06021 166.46482
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.55192 0.00000 60.52047 0.00000 60.50786
Total Losses (mm)...... 0.00000 1.93402 0.00000 1.94300 0.00000 1.94497
Remaining Depth (mm)... 0.00000 0.01406 0.00000 0.03653 0.00000 0.04717
Peak Runoff Rate (cms). 0.00000 0.07590 0.00000 0.12439 0.00000 0.01397
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.53699 62.58050 62.52431 62.54498 62.51990 0.00000
Peak Runoff Rate (cms). 0.07124 0.02741 0.09544 0.07720 0.01039 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.53699 62.58050 62.52431 62.54498 62.51990 0.00000
Peak Runoff Rate (cms). 0.07124 0.02741 0.09544 0.07720 0.01039 0.00029
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) 62.53699 61.05906 62.52431 61.22904 62.51990 60.50786
Peak Runoff Rate (cms). 0.07124 0.10331 0.09544 0.20160 0.01039 0.01397
Unit Runoff (mm/hr).... 170.14188 165.21409 165.76895 157.37655 164.05427 144.86656
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.53259 0.00000 60.56149 0.00000 60.53908
Total Losses (mm)...... 0.00000 1.94045 0.00000 1.92917 0.00000 1.93869
Remaining Depth (mm)... 0.00000 0.02696 0.00000 0.00933 0.00000 0.02223
Peak Runoff Rate (cms). 0.00000 0.12307 0.00000 0.04960 0.00000 0.09148
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.54338 62.54226 62.54759 62.58598 62.57543 0.00000
Peak Runoff Rate (cms). 0.06249 0.09926 0.04378 0.01944 0.00048 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.54338 62.54226 62.54759 62.58598 62.57543 0.00000
Peak Runoff Rate (cms). 0.06249 0.09926 0.04378 0.01944 0.00048 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) 62.54338 61.37665 62.54759 61.10811 62.57543 60.53908
Peak Runoff Rate (cms). 0.06249 0.22232 0.04378 0.06903 0.00048 0.09148
Unit Runoff (mm/hr).... 171.83784 161.40638 172.73249 168.18333 175.23176 156.64153
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.54769 0.00000 60.55892 0.00000 60.54889
Total Losses (mm)...... 0.00000 1.93576 0.00000 1.93061 0.00000 1.93529
Remaining Depth (mm)... 0.00000 0.01654 0.00000 0.01047 0.00000 0.01582
Peak Runoff Rate (cms). 0.00000 0.10279 0.00000 0.01904 0.00000 0.06143
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.34389 0.00000 62.56457 62.58678 62.54735 62.60282
Peak Runoff Rate (cms). 0.00032 0.00000 0.01348 0.00676 0.05804 0.00829
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.34389 0.00000 62.56457 62.58678 62.54735 62.60282
Peak Runoff Rate (cms). 0.00032 0.00001 0.01348 0.00676 0.05804 0.00829
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) 62.34389 60.54769 62.56457 61.06589 62.54735 60.77482
Peak Runoff Rate (cms). 0.00032 0.10279 0.01348 0.02581 0.05804 0.06973
Unit Runoff (mm/hr).... 114.58843 160.13776 174.77735 167.27688 172.68700 162.25208
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.54866 0.00000 60.56724 0.00000 60.57112
Total Losses (mm)...... 0.00000 1.93538 0.00000 1.92563 0.00000 1.92297
Remaining Depth (mm)... 0.00000 0.01596 0.00000 0.00713 0.00000 0.00591
Peak Runoff Rate (cms). 0.00000 0.09198 0.00000 0.03737 0.00000 0.00750
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.51975 0.00000 62.55341 62.60190 62.55938 62.60487
Peak Runoff Rate (cms). 0.00045 0.00000 0.04785 0.00435 0.01681 0.00138
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.51975 0.00000 62.55341 62.60190 62.55938 62.60487
Peak Runoff Rate (cms). 0.00045 0.00001 0.04785 0.00435 0.01681 0.00138
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) 62.51975 60.54866 62.55341 60.77071 62.55938 60.87618
Peak Runoff Rate (cms). 0.00045 0.09198 0.04785 0.04172 0.01681 0.00888
Unit Runoff (mm/hr).... 163.99449 160.53041 173.68840 168.26738 174.37367 169.65349
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.55361 0.00000 60.52610 0.00000 60.56218
Total Losses (mm)...... 0.00000 1.93326 0.00000 1.94192 0.00000 1.92877
Remaining Depth (mm)... 0.00000 0.01313 0.00000 0.03199 0.00000 0.00904
Peak Runoff Rate (cms). 0.00000 0.02849 0.00000 0.04788 0.00000 0.03459
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.54764 62.58030 62.47693 62.56087 62.56744 62.58978
Peak Runoff Rate (cms). 0.02760 0.01080 0.03986 0.01937 0.02458 0.01220
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.54764 62.58030 62.47693 62.56087 62.56744 62.58978
Peak Runoff Rate (cms). 0.02760 0.01080 0.03986 0.01937 0.02458 0.01220
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) 62.54764 61.08055 62.47693 61.05514 62.56744 61.06908
Peak Runoff Rate (cms). 0.02760 0.03929 0.03986 0.06725 0.02458 0.04679
Unit Runoff (mm/hr).... 172.74300 165.84646 147.63641 157.49761 174.94004 168.17693
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.60757 0.00000 60.50963 0.00000 60.56552
Total Losses (mm)...... 0.00000 1.89138 0.00000 1.94472 0.00000 1.92674
Remaining Depth (mm)... 0.00000 0.00104 0.00000 0.04565 0.00000 0.00774
Peak Runoff Rate (cms). 0.00000 0.00916 0.00000 0.10845 0.00000 0.03621
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.55435 62.58844 62.58427 62.56815 62.57084 62.59282
Peak Runoff Rate (cms). 0.04022 0.00232 0.01739 0.02863 0.02556 0.01269
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.55435 62.58844 62.58427 62.56815 62.57084 62.59282
Peak Runoff Rate (cms). 0.04022 0.00232 0.01739 0.02863 0.02556 0.01269
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) 62.55435 61.00375 62.58427 60.88016 62.57084 61.07234
Peak Runoff Rate (cms). 0.04022 0.01148 0.01739 0.13708 0.02556 0.04890
Unit Runoff (mm/hr).... 173.81438 173.65791 175.37815 150.78921 175.08934 169.04150
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.51728 0.00000 60.53420 0.00000 60.52557
Total Losses (mm)...... 0.00000 1.94355 0.00000 1.94004 0.00000 1.94203
Remaining Depth (mm)... 0.00000 0.03917 0.00000 0.02576 0.00000 0.03240
Peak Runoff Rate (cms). 0.00000 0.10178 0.00000 0.04687 0.00000 0.04169
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.58765 62.57151 62.53361 0.00000 62.52955 0.00000
Peak Runoff Rate (cms). 0.01595 0.02640 0.10714 0.00000 0.10164 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.58765 62.57151 62.53361 0.00000 62.52955 0.00000
Peak Runoff Rate (cms). 0.01595 0.02640 0.10714 0.00303 0.10164 0.00288
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) 62.58765 60.88704 62.53361 60.53420 62.52955 60.52557
Peak Runoff Rate (cms). 0.01595 0.12818 0.10714 0.04687 0.10164 0.04169
Unit Runoff (mm/hr).... 175.40612 153.05876 169.09086 154.68551 167.70520 151.32097
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.50438 0.00000 60.52653 0.00000 60.47645
Total Losses (mm)...... 0.00000 1.94542 0.00000 1.94183 0.00000 1.94822
Remaining Depth (mm)... 0.00000 0.05019 0.00000 0.03164 0.00000 0.07533
Peak Runoff Rate (cms). 0.00000 0.29203 0.00000 0.04095 0.00000 0.10963
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.44286 62.59489 62.52834 0.00000 62.50467 0.00000
Peak Runoff Rate (cms). 0.00038 0.03101 0.09677 0.00000 0.29895 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.44286 62.59489 62.52834 0.00000 62.50467 0.00000
Peak Runoff Rate (cms). 0.00038 0.03101 0.09677 0.00274 0.29895 0.00847
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) 62.44286 60.67163 62.52834 60.52653 62.50467 60.47645
Peak Runoff Rate (cms). 0.00038 0.32304 0.09677 0.04095 0.29895 0.10963
Unit Runoff (mm/hr).... 136.92329 146.21400 167.27026 151.68714 157.96130 134.90378
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.53147 0.00000 60.52522 0.00000 60.50948
Total Losses (mm)...... 0.00000 1.94072 0.00000 1.94210 0.00000 1.94474
Remaining Depth (mm)... 0.00000 0.02781 0.00000 0.03268 0.00000 0.04578
Peak Runoff Rate (cms). 0.00000 0.04359 0.00000 0.08080 0.00000 0.11898
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.53171 0.00000 62.52801 0.00000 62.51975 62.58973
Peak Runoff Rate (cms). 0.10441 0.00000 0.20905 0.00000 0.00045 0.01595
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.53171 0.00000 62.52801 0.00000 62.51975 62.58973
Peak Runoff Rate (cms). 0.10441 0.00296 0.20905 0.00592 0.00045 0.01595
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) 62.53171 60.53147 62.52801 60.52522 62.51975 60.71750
Peak Runoff Rate (cms). 0.10441 0.04359 0.20905 0.08080 0.00045 0.13493
Unit Runoff (mm/hr).... 168.45657 153.60757 167.14999 151.18550 163.99449 148.42654
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.55063 0.00000 60.60052 0.00000 60.57664
Total Losses (mm)...... 0.00000 1.93458 0.00000 1.89804 0.00000 1.91885
Remaining Depth (mm)... 0.00000 0.01480 0.00000 0.00144 0.00000 0.00451
Peak Runoff Rate (cms). 0.00000 0.05515 0.00000 0.01001 0.00000 0.12457
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.53758 62.57603 62.56665 0.00000 62.52863 62.56338
Peak Runoff Rate (cms). 0.04926 0.02216 0.02409 0.00000 0.00046 0.15643
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.53758 62.57603 62.56665 0.00000 62.52863 62.56338
Peak Runoff Rate (cms). 0.04926 0.02216 0.02409 0.00068 0.00046 0.15643
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) 62.53758 61.09749 62.56665 60.60052 62.52863 61.66934
Peak Runoff Rate (cms). 0.04926 0.07731 0.02409 0.01001 0.00046 0.28100
Unit Runoff (mm/hr).... 170.31532 165.08286 174.89876 172.95987 167.37636 172.59631
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.55050 0.00000 60.39461 0.00000 60.49918
Total Losses (mm)...... 0.00000 1.93463 0.00000 1.95244 0.00000 1.94605
Remaining Depth (mm)... 0.00000 0.01487 0.00000 0.15295 0.00000 0.05477
Peak Runoff Rate (cms). 0.00000 0.09463 0.00000 0.09965 0.00000 0.17968
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.52488 0.00000 62.47629 0.00000 62.54527 62.53659
Peak Runoff Rate (cms). 0.00046 0.00000 0.29605 0.00000 0.05884 0.11590
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.52488 0.00000 62.47629 0.00000 62.54527 62.53659
Peak Runoff Rate (cms). 0.00046 0.00001 0.29605 0.00838 0.05884 0.11590
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) 62.52488 60.55050 62.47629 60.39461 62.54527 61.21227
Peak Runoff Rate (cms). 0.00046 0.09463 0.29605 0.09965 0.05884 0.29558
Unit Runoff (mm/hr).... 165.98786 161.27312 147.41499 115.57069 172.26127 151.76343
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).... 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.50023 0.00000 60.53388
Total Losses (mm)...... 0.00000 1.94593 0.00000 1.94012
Remaining Depth (mm)... 0.00000 0.05384 0.00000 0.02599
Peak Runoff Rate (cms). 0.00000 0.15168 0.00000 0.04215
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.51521 62.58638 62.54802 62.59985
Peak Runoff Rate (cms). 0.04021 0.02078 0.01285 0.00532
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.51521 62.58638 62.54802 62.59985
Peak Runoff Rate (cms). 0.04021 0.02078 0.01285 0.00532
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) 62.51521 60.70884 62.54802 60.74048
Peak Runoff Rate (cms). 0.04021 0.17246 0.01285 0.04747
Unit Runoff (mm/hr).... 162.18300 145.59025 172.81502 156.64776
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 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| |
| |
| |
| ##### |
| # # |
| # # |
| # # |
160.000 = # # =
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| ###### # # |
| # # # # |
120.000 = # # # # =
| # # # # |
| # # # # |
RAINFALL | # # # # |
| # # # # |
IN | # # # # |
| # # # # |
MM/HR | # ##### # |
| # # |
| # # |
80.000 = # # =
| # ##### |
| # # |
| # ##### |
| # # |
| # # |
| # # |
| ##### # |
| # # |
| # ##### |
40.000 = # # =
| # ###### |
| # # |
##### # |
# ##### |
# ##### |
# ##### |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE
DEVELOPED CASE
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 1440
Length of integration step is...... 5.00 seconds
Simulation length.................. 2.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
50b50 Positive Flap Gate
49b40 Positive Flap Gate
51b50 Positive Flap Gate
3635o Positive Flap Gate
3533u Positive Flap Gate
0302o Positive Flap Gate
14b14au Positive Flap Gate
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 45.0 meters. Maximum Elevation : 9.30 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 1.01 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 2.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+00 m
" " : 0.045 Beyond Station 2.9 Max left bank area : 0.02 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.98 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4946
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 45.0 meters. Maximum Elevation : 5.20 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4440
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 45.0 meters. Maximum Elevation : 8.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 24.0 meters. Maximum Elevation : 9.60 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4241
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 24.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 27.5 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 27.5 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 27.5 meters. Maximum Section Area : 9.92 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.08E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.90 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 50b50
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.80 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 49b40
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 51b50
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 10.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 5352o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 0.56 m^2.
Maximum hydraulic radius : 0.23 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.41E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.54 m^2
Natural Cross-Section information for Channel 5238o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 35.0 meters. Maximum Elevation : 7.50 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 3851o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 55.0 meters. Maximum Elevation : 6.70 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 4845o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4140o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 38.0 meters. Maximum Elevation : 8.00 meters.
Main Channel Length : 38.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 38.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4038o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 68.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 68.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 68.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3938o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 40.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.025 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.035 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 10.0 meters. Maximum Elevation : 6.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.20 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 48.32 m^2.
Maximum hydraulic radius : 1.10 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.40E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 16.50 m^2
Max right bank area : 18.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.66 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14b14ao
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 45.0000 Natural 1.0073 0.0450 2.9550 0.4000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 4946 45.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
5 4440 45.0000 Natural 2.0882 0.0180 7.5352 0.4000
6 4342 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
7 4241 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
8 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
9 3534 27.5000 Natural 9.9250 0.0450 19.9000 0.5000
10 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
11 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
12 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
13 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
14 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
15 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
16 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
17 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
18 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
19 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
20 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
21 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
22 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
23 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
24 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
25 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
26 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
27 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
28 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
29 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
30 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
31 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
32 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
33 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
34 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
35 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
36 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
37 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
38 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
39 50b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
40 49b40 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
41 51b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
42 L610 50.0000 Circular 0.1590 0.0120 0.4500 0.4500
43 5352o 33.0000 Natural 0.5580 0.0350 1.9200 0.3000
44 5352u 35.0000 Circular 0.0177 0.0140 0.1500 0.1500
45 5238o 35.0000 Natural 0.7520 0.0350 1.9600 0.4000
46 5238u 41.0000 Circular 0.0398 0.0130 0.2250 0.2250
47 3851o 55.0000 Natural 0.7520 0.0350 1.9600 0.4000
48 3851u 55.0000 Circular 0.0398 0.0130 0.2250 0.2250
49 5148u 21.0000 Circular 0.0398 0.0140 0.2250 0.2250
50 5049u 37.0000 Circular 0.0398 0.0140 0.2250 0.2250
51 4948u 20.0000 Circular 0.0398 0.0140 0.2250 0.2250
52 4845o 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
53 4845u 60.0000 Circular 0.0707 0.0130 0.3000 0.3000
54 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
55 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
56 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
57 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
58 4140o 38.0000 Natural 2.0882 0.0180 7.5352 0.4000
59 4140u 32.0000 Circular 0.1104 0.0130 0.3750 0.3750
60 4038o 68.0000 Natural 4.1558 0.0180 14.9231 0.4000
61 4038u 68.0000 Circular 0.1590 0.0130 0.4500 0.4500
62 3938o 40.0000 Natural 1.9520 0.0250 4.9600 0.4000
63 3938u 40.0000 Circular 0.0177 0.0120 0.1500 0.1500
64 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
65 3836u 40.0000 Circular 0.1590 0.0130 0.4500 0.4500
66 3635o 10.0000 Natural 48.3161 0.0350 41.8949 1.2000
67 3635u 10.0000 Circular 0.1590 0.0120 0.4500 0.4500
68 3533u 38.0000 Circular 0.1590 0.0120 0.4500 0.4500
69 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
70 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
71 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
72 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
73 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
74 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
75 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
76 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
77 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
78 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
79 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
80 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
81 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
82 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
83 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
84 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
85 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
86 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
87 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
88 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
89 14b14ao 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
90 14b14au 10.0000 Circular 0.0707 0.0140 0.3000 0.3000
Total length of all conduits .... 3396.5000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1714B 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
L610 1.0000 1.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5238u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5148u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5049u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4948u 1.0000 0.2500 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4845u 1.0000 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4140u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4038u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3938u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3836u 1.0000 0.4000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3635o 1.0000 2.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Kinematic Wave
3635u 1.0000 2.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3533u 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14b14au 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.20
5047 0.15
4946 0.16
5114b 0.14
4440 0.18
4342 0.34
4241 0.34
3736 0.17
3534 0.40
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
50b50 0.98
49b40 0.98
51b50 0.98
L610 0.21
5352o 0.26
5352u 0.17
5238o 0.28
5238u 0.18
3851o 0.18
3851u 0.14
5148u 0.35
5049u 0.20
4948u 0.37
4845o 0.12
4845u 0.14
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
4140o 0.22
4140u 0.30
4038o 0.12
4038u 0.15
3938o 0.25
3938u 0.15
3836o 0.19
3836u 0.26
3635o 1.68 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3635u 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3533u 0.28
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14b14ao 0.98
14b14au 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.1475E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.3000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.8000 7.4000 0.0000 0.0000 100.0000
3 N52 10.0000 7.5000 6.1000 0.0000 0.0000 100.0000
4 N38 10.0000 6.7000 5.0000 0.0000 0.0000 100.0000
5 N51B 10.0000 5.4000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 4.8000 3.6000 0.0000 0.0000 100.0000
7 N50B 10.0000 6.3000 4.7000 0.0000 0.0000 100.0000
8 N49B 10.0000 5.6000 4.0000 0.0000 0.0000 100.0000
9 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
10 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
11 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
12 N43 10.0000 9.6000 9.2000 0.0000 0.0000 100.0000
13 N42 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
14 N41 10.0000 8.0000 6.6000 0.0000 0.0000 100.0000
15 N44 10.0000 8.4000 8.0000 0.0000 0.0000 100.0000
16 N40 10.0000 7.0000 5.6000 0.0000 0.0000 100.0000
17 N39 10.0000 7.4000 6.0000 0.0000 0.0000 100.0000
18 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
19 N36 10.0000 6.9700 4.4700 0.0000 0.0000 100.0000
20 N35 10.0000 6.4000 4.0000 0.0000 0.0000 100.0000
21 N34 10.0000 4.8000 4.1000 0.0000 0.0000 100.0000
22 N33 10.0000 3.0500 2.6000 0.0000 0.0000 100.0000
23 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
24 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
25 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
26 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
27 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
28 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
29 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
30 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
31 N23 10.0000 5.0000 4.7000 0.0000 0.0000 Section 3
100.0000
32 N22 10.0000 4.6000 1.8600 0.0000 0.0000 100.0000
33 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
34 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
35 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
36 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
37 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
38 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
39 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
40 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
41 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
42 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
43 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
44 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
45 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
46 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
47 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
48 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
49 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
50 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
51 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
52 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
53 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
54 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
55 N50 10.0000 6.1000 5.7000 0.0000 0.0000 100.0000
56 N49 10.0000 5.4000 5.0000 0.0000 0.0000 100.0000
57 N51 10.0000 5.2000 4.8000 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160872.3200 17772.6800 No Ponding Normal 0 0.0000
2 N53 -160580.0050 12711.2450 No Ponding Normal 0 0.0000
3 N52 -166206.7250 12636.2550 No Ponding Normal 0 0.0000
4 N38 -171833.4400 12853.3400 No Ponding Normal 0 0.0000
5 N51B -176819.5150 14749.0650 No Ponding Normal 0 0.0000
6 N48 -176977.5250 20615.6450 No Ponding Normal 0 0.0000
7 N50B -176738.5150 28838.2450 No Ponding Normal 0 0.0000
8 N49B -176841.2250 25550.3700 No Ponding Normal 0 0.0000
9 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
10 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
11 N45 -183719.9500 18191.7850 No Ponding Normal 0 0.0000
12 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
13 N42 -165291.9300 30668.6650 No Ponding Normal 0 0.0000
14 N41 -170380.0400 30590.2250 No Ponding Normal 0 0.0000
15 N44 -166055.6050 26690.4250 No Ponding Normal 0 0.0000
16 N40 -171689.2050 27152.6450 No Ponding Normal 0 0.0000
17 N39 -169210.8050 17901.7100 No Ponding Normal 0 0.0000
18 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
19 N36 -171862.5500 8815.4800 No Ponding Normal 0 0.0000
20 N35 -175494.0450 7855.2280 No Ponding Normal 0 0.0000
21 N34 -180931.2000 8787.5770 No Ponding Normal 0 0.0000
22 N33 -180375.0150 6166.6680 No Ponding Normal 0 0.0000
23 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
24 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
25 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
26 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
27 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
28 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
29 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
30 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
31 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
32 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
33 N21 -185518.7450 11528.0300 No Ponding Normal 0 0.0000
34 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
35 N19 -189538.9050 -2208.3699 No Ponding Normal 0 0.0000
36 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
37 N17 -189306.1300 11452.3900 No Ponding Normal 0 0.0000
38 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
39 N15 -194758.4350 18301.8800 No Ponding Normal 0 0.0000
40 N14B -191661.4300 13346.4450 No Ponding Normal 0 0.0000
41 N14A -195792.5400 13900.6050 No Ponding Normal 0 0.0000
42 N13 -199667.0250 14032.5300 No Ponding Normal 0 0.0000
43 N12 -202825.1500 14195.2450 No Ponding Normal 0 0.0000
44 N11 -206840.8500 15119.2750 No Ponding Normal 0 0.0000
45 N10 -202446.6200 -2736.1661 No Ponding Normal 0 0.0000
46 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
47 N8 -207698.0100 6065.0360 No Ponding Normal 0 0.0000
48 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
49 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
50 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
51 N4 -211172.2100 11068.6850 No Ponding Normal 0 0.0000
52 N3 -210589.2150 16923.5400 No Ponding Normal 0 0.0000
53 N2 -211862.4350 20866.5750 No Ponding Normal 0 0.0000
54 N1 -212673.2100 25464.4650 No Ponding Normal 0 0.0000
55 N50 -179020.4400 28627.8600 No Ponding Normal 0 0.0000
56 N49 -178928.3200 24844.1900 No Ponding Normal 0 0.0000
57 N51 -178437.5100 14849.0750 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N53 8.9000 8.4000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 4946 N49 N46 5.0000 4.0000 No Design
4 5114b N51 N14B 4.8000 3.0000 No Design
5 4440 N44 N40 8.0000 6.0000 No Design
6 4342 N43 N42 9.2000 8.3000 No Design
7 4241 N42 N41 8.3000 7.6000 No Design
8 3736 N37 N36 7.0000 5.5200 No Design
9 3534 N35 N34 5.2000 4.3000 No Design
10 3422 N34 N22 4.3000 4.2000 No Design
11 3130 N31 N30 7.5000 5.7000 No Design
12 3024 N30 N24 4.2000 2.8600 No Design
13 3036 N30 N36 5.6200 5.5200 No Design
14 2827 N28 N27 8.3000 6.7000 No Design
15 2726 N27 N26 6.7000 6.5000 No Design
16 2629 N26 N29 6.5000 6.4000 No Design
17 2930 N29 N30 6.4000 5.6200 No Design
18 2725 N27 N25 5.3500 4.8700 No Design
19 2524 N25 N24 4.8700 2.8600 No Design
20 2422 N24 N22 2.5900 1.8600 No Design
21 L575 N23 N22 4.7000 3.4000 No Design
22 2117 N21 N17 3.0000 2.9500 No Design
23 1714B N17 N14B 2.9000 2.8500 No Design
24 1716 N17 N16 1.7500 1.3500 No Design
25 1615 N16 N15 1.3400 1.2100 No Design
26 1614A N16 N14A 1.6500 1.6000 No Design
27 4514B N45 N14B 3.5000 2.8500 No Design
28 4515 N45 N15 2.5000 1.2100 No Design
29 1502 N15 N2 1.2100 1.0500 No Design
30 14A13 N13 N14A 1.8600 1.6000 No Design
31 1312 N13 N12 1.8600 1.6800 No Design
32 1211 N12 N11 1.6800 1.3400 No Design
33 1103 N11 N3 1.3400 1.1000 No Design
34 0912 N9 N12 3.5000 2.0000 No Design
35 0908 N9 N8 2.5000 2.0000 No Design
36 0811 N8 N11 3.0000 2.0000 No Design
37 0804 N8 N4 2.0000 1.7000 No Design
38 0201 N2 N1 1.0500 0.9300 No Design
39 50b50 N50B N50 5.9000 5.7000 No Design
40 49b40 N49B N49 5.2000 5.0000 No Design
41 51b50 N51B N51 5.0000 4.8000 No Design
42 L610 N33 N22 2.6000 1.8600 No Design
43 5352o N53 N52 8.4000 7.1000 No Design
44 5352u N53 N52 7.4000 6.1000 No Design
45 5238o N52 N38 7.1000 6.0000 No Design
46 5238u N52 N38 6.1000 5.0000 No Design
47 3851o N38 N51B 6.3000 5.0000 No Design
48 3851u N38 N51B 5.0000 3.8000 No Design
49 5148u N51B N48 3.8000 3.6000 No Design
50 5049u N50B N49B 5.7000 5.0000 No Design
51 4948u N49B N48 4.0000 3.6000 No Design
52 4845o N48 N45 4.6000 3.5000 No Design
53 4845u N48 N45 3.6000 2.5000 No Design
54 4746o N47 N46 4.6000 4.0000 No Design
55 4746u N47 N46 3.6000 3.0000 No Design
56 4645o N46 N45 4.0000 3.5000 No Design
57 4645u N46 N45 3.0000 2.5000 No Design
58 4140o N41 N40 7.6000 6.6000 No Design
59 4140u N41 N40 6.6000 5.6000 No Design
60 4038o N40 N38 6.6000 6.0000 No Design
61 4038u N40 N38 5.6000 5.0000 No Design
62 3938o N39 N38 7.0000 6.0000 No Design
63 3938u N39 N38 6.0000 5.0000 No Design
64 3836o N38 N36 6.0000 5.5200 No Design
65 3836u N38 N36 5.0000 4.4700 No Design
66 3635o N36 N35 5.7700 5.2000 No Design
67 3635u N36 N35 4.4700 4.0000 No Design
68 3533u N35 N33 4.0000 2.6000 No Design
69 2217o N22 N17 3.4000 2.9500 No Design
70 2217u N22 N17 1.8600 1.7500 No Design
71 2019o N20 N19 7.0000 6.0000 No Design
72 2019u N20 N19 6.0000 4.5000 No Design
73 1918o N19 N18 6.0000 3.0000 No Design
74 1918u N19 N18 4.5000 1.9000 No Design
75 1817o N18 N17 3.0000 2.9500 No Design
76 1817u N18 N17 1.9000 1.7500 No Design
77 1009o N10 N9 4.6000 3.5000 No Design
78 1009u N10 N9 3.6000 2.5000 No Design
79 0706o N7 N6 5.0000 4.5000 No Design
80 0706u N7 N6 4.0000 3.5000 No Design
81 0604o N6 N4 4.5000 2.8000 No Design
82 0604u N6 N4 3.5000 1.7000 No Design
83 0504o N5 N4 4.3000 2.8000 No Design
84 0504u N5 N4 3.3000 1.7000 No Design
85 0403o N4 N3 2.8000 2.0000 No Design
86 0403u N4 N3 1.7000 1.1000 No Design
87 0302o N3 N2 1.8200 1.8100 No Design
88 0302u N3 N2 1.1000 1.0500 No Design
89 14b14ao N14B N14A 2.9900 2.5000 No Design
90 14b14au N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE
DEVELOPED CASE
Title from immediately preceding computational layer
EAGLE DRIVE
DEVELOPED CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 38
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.08
#################################################
# Element numbers of interface inlet locations: #
#################################################
N21 N37 N31 N28 N27 N26 N29
N30 N54 N53 N52 N44 N43 N42
N40 N39 N38 N51B N50B N47 N49B
N45 N10 N8 N11 N7 N6 N5
N4 N2 N36 N35 N23 N22 N20
N19 N18 N17
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 1.0248 0.0111
5047 2.8812 0.0234
4946 2.8075 0.0222
5114b 3.5733 0.0360
4440 10.0429 0.0444
4342 9.2249 0.0375
4241 8.1356 0.0292
3736 14.9983 0.0296
3534 24.3602 0.0327
3422 2.2724 0.0025
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
50b50 13.6470 0.0200
49b40 13.6470 0.0200
51b50 13.6470 0.0200
L610 0.3758 0.0148
5352o 1.1925 0.0394
5352u 0.0273 0.0371
5238o 1.6591 0.0314
5238u 0.0735 0.0268
3851o 1.4388 0.0236
3851u 0.0663 0.0218
5148u 0.0407 0.0095
5049u 0.0573 0.0189
4948u 0.0590 0.0200
4845o 2.5500 0.0183
4845u 0.1309 0.0183
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
4140o 7.7278 0.0263
4140u 0.3099 0.0313
4038o 9.0986 0.0088
4038u 0.2678 0.0088
3938o 6.1031 0.0250
3938u 0.0261 0.0250
3836o 9.9729 0.0120
3836u 0.3282 0.0133
3635o 350.7969 0.0570
3635u 0.6696 0.0470
3533u 0.5928 0.0368
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14b14ao 75.9084 0.0490
14b14au 0.1270 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 7.40 N52/ 0.00 / 6.10
N38/ 0.00 / 5.00 N51B/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50B/ 0.00 / 4.70 N49B/ 0.00 / 4.00 N47/ 0.00 / 3.60
N46/ 0.00 / 3.00 N45/ 0.00 / 2.50 N43/ 0.00 / 9.20
N42/ 0.00 / 8.30 N41/ 0.00 / 6.60 N44/ 0.00 / 8.00
N40/ 0.00 / 5.60 N39/ 0.00 / 6.00 N37/ 0.00 / 7.00
N36/ 0.00 / 4.47 N35/ 0.00 / 4.00 N34/ 0.00 / 4.10
N33/ 0.00 / 2.60 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
N50/ 0.00 / 5.70 N49/ 0.00 / 5.00 N51/ 0.00 / 4.80
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.40/ 7.40 5047/ 3.60/ 3.60 4946/ 3.00/ 3.00
5114b/ 1.80/ 1.80 4440/ 5.60/ 5.60 4342/ 8.30/ 8.30
4241/ 6.60/ 6.60 3736/ 4.47/ 4.47 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 50b50/ 5.70/ 5.70
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 1.86/ 1.86
5352o/ 6.10/ 6.10 5352u/ 6.10/ 6.10 5238o/ 5.00/ 5.00
5238u/ 5.00/ 5.00 3851o/ 3.80/ 3.80 3851u/ 3.80/ 3.80
5148u/ 3.60/ 3.60 5049u/ 4.00/ 4.00 4948u/ 3.60/ 3.60
4845o/ 2.50/ 2.50 4845u/ 2.50/ 2.50 4746o/ 3.00/ 3.00
4746u/ 3.00/ 3.00 4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50
4140o/ 5.60/ 5.60 4140u/ 5.60/ 5.60 4038o/ 5.00/ 5.00
4038u/ 5.00/ 5.00 3938o/ 5.00/ 5.00 3938u/ 5.00/ 5.00
3836o/ 4.47/ 4.47 3836u/ 4.47/ 4.47 3635o/ 4.00/ 4.00
3635u/ 4.00/ 4.00 3533u/ 2.60/ 2.60 2217o/ 1.75/ 1.75
2217u/ 1.75/ 1.75 2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50
1918o/ 1.90/ 1.90 1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75
1817u/ 1.75/ 1.75 1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50
0706o/ 3.50/ 3.50 0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70
0604u/ 1.70/ 1.70 0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70
0403o/ 1.10/ 1.10 0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05
0302u/ 1.05/ 1.05 14b14ao/ 1.65/ 1.65 14b14au/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 165.0000
N53 1.7490 4.3724 35.0000
N52 1.8003 4.5007 30.0000
N38 2.0267 5.0668 55.0000
N51B 3.2538 8.1346 140.0000
N48 1.5976 3.9940 5.0000
N50B 3.5761 8.9402 215.0000
N49B 1.6271 4.0676 190.0000
N47 3.7353 9.3383 35.0000
N46 1.6415 4.1037 15.0000
N45 1.5564 3.8909 10.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 5.8555 14.6388 0.0000
N44 50.0000 50.0000 0.0000
N40 3.5743 8.9359 145.0000
N39 2.3206 5.8015 5.0000
N37 50.0000 50.0000 0.0000
N36 0.1828 0.4569 5.0000
N35 1.1292 2.8230 15.0000
N34 2.9832 7.4580 20.0000
N33 1.5996 3.9991 4125.0000
N31 50.0000 50.0000 0.0000
N30 0.7342 1.8354 455.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 2.0546 5.1365 100.0000
N26 50.0000 50.0000 0.0000
N25 3.1050 7.7625 0.0000
N24 0.7217 1.8043 210.0000
N23 45.2013 50.0000 0.0000
N22 0.3230 0.8074 45.0000
N21 2.6677 6.6692 125.0000
N20 1.7610 4.4024 60.0000
N19 7.3984 18.4961 0.0000
N18 2.0348 5.0871 50.0000
N17 2.1359 5.3398 135.0000
N16 3.8812 9.7029 5.0000
N15 11.5655 28.9137 0.0000
N14B 0.5333 1.3333 200.0000
N14A 14.1323 35.3308 0.0000
N13 19.2240 48.0600 0.0000
N12 21.3780 50.0000 0.0000
N11 49.4453 50.0000 0.0000
N10 2.9435 7.3588 85.0000
N9 2.1493 5.3732 115.0000
N8 0.7181 1.7954 10.0000
N7 1.5879 3.9699 180.0000
N6 1.6930 4.2326 20.0000
N5 1.3611 3.4027 195.0000
N4 6.2741 15.6853 0.0000
N3 37.3592 50.0000 0.0000
N2 45.0626 50.0000 0.0000
N1 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N49 21.3707 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 35.7014 35.7014 50.0000 4.2500 0.0004 0.1629 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 0.0005 0.0336 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0018 0.0455 Normal Soln
4440 26.4493 26.4493 39.2537 0.0000 0.0013 0.0285 Normal Soln
4342 16.3669 16.3669 28.9585 0.0000 0.0010 0.0213 Normal Soln
4241 12.6201 12.6201 19.6314 0.0000 0.0012 0.0485 Normal Soln
3736 39.0429 39.0429 50.0000 0.0000 -0.0008 0.0146 Normal Soln
3534 23.2077 23.2077 50.0000 0.0000 0.0093 0.0393 Normal Soln
3422 33.3144 33.3144 50.0000 0.0000 0.0027 0.2105 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 -0.0024 0.0237 Normal Soln
3024 7.7536 7.7536 19.0854 0.0000 -0.0204 2.0057 Normal Soln
3036 14.3843 14.3843 50.0000 0.0000 -0.0087 0.1960 Normal Soln
2827 31.9194 31.9194 50.0000 0.0000 0.0011 0.0240 Normal Soln
2726 9.3222 9.3222 50.0000 0.0000 -0.0031 0.0294 Normal Soln
2629 37.7567 37.7567 50.0000 0.0000 0.0014 0.1832 Normal Soln
2930 30.6857 30.6857 50.0000 0.0000 0.0031 0.0819 Normal Soln
2725 5.0044 5.0044 12.7457 0.0000 0.0029 2.3542 Normal Soln
2524 14.7020 14.7020 32.8134 0.0000 0.0042 2.1638 Normal Soln
2422 6.3812 6.3812 18.2769 0.0000 -0.0211 1.7238 Normal Soln
L575 49.0783 49.0783 50.0000 0.0000 -0.0029 0.1467 Normal Soln
2117 9.5968 9.5968 24.4849 0.0000 0.0090 0.0472 Normal Soln
1714B 26.0562 26.0562 50.0000 0.0000 -0.0063 0.0864 Normal Soln
1716 4.6266 4.6266 12.6353 0.0000 0.0164 1.3993 Normal Soln
1615 3.9298 3.9298 9.8431 0.0000 0.0057 3.3172 Normal Soln
1614A 1.7719 1.7719 5.2260 15.1667 0.0087 2.7649 Normal Soln
4514B 17.2451 17.2451 29.1625 0.0000 -0.0024 0.0198 Normal Soln
4515 5.8281 5.8281 13.6297 0.0000 0.0018 1.9823 Normal Soln
1502 15.1720 15.1720 33.4627 0.0000 0.0070 4.5087 Normal Soln
14A13 4.2595 4.2595 22.1916 0.0000 -0.0095 0.1587 Normal Soln
1312 6.3966 6.3966 31.9290 0.0000 0.0090 0.1628 Normal Soln
1211 18.2440 18.2440 50.0000 0.0000 0.0070 0.1124 Normal Soln
1103 15.6728 15.6728 50.0000 0.0000 0.0050 0.0784 Normal Soln
0912 34.1845 34.1845 50.0000 0.0000 -0.0004 0.0025 Normal Soln
0908 11.4684 11.4684 41.8129 0.0000 0.0032 2.1846 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 -0.0017 0.0218 Normal Soln
0804 10.8498 10.8498 33.8416 0.0000 -0.0035 2.6692 Normal Soln
0201 3.0584 3.0584 7.3212 0.0000 -0.0178 0.0555 Normal Soln
50b50 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
49b40 8.4860 8.4860 12.7801 0.0000 -0.0024 0.0113 Normal Soln
51b50 7.5942 7.5942 11.2569 0.0000 0.0015 0.0133 Normal Soln
L610 7.8935 7.8935 22.8962 0.0000 0.0065 2.2241 Normal Soln
5352o 17.2607 17.2607 32.8057 0.0000 0.0018 0.2600 Normal Soln
5352u 6.6969 6.6969 16.7433 0.0000 0.0005 3.4881 Normal Soln
5238o 19.2468 19.2468 40.4031 0.0000 -0.0011 0.1789 Normal Soln
5238u 8.1718 8.1718 22.4235 0.0000 0.0013 2.2995 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.1670 11.1670 37.3786 0.0000 0.0016 2.4569 Normal Soln
5148u 4.1329 4.1329 12.3241 0.0000 0.0011 4.4063 Normal Soln
5049u 13.0328 13.0328 26.5798 0.0000 -0.0014 2.2241 Normal Soln
4948u 3.8870 3.8870 11.7979 0.0000 0.0017 2.9730 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 0.0059 0.0127 Normal Soln
4845u 12.7384 12.7384 37.6333 0.0000 -0.0021 1.9028 Normal Soln
4746o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746u 5.9292 5.9292 19.7302 0.0000 -0.0057 1.3384 Normal Soln
4645o 50.0000 50.0000 50.0000 0.0000 -0.0001 0.0001 Normal Soln
4645u 7.2285 7.2285 25.4599 0.0000 0.0040 2.4833 Normal Soln
4140o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4140u 7.0738 7.0738 19.9521 0.0000 0.0055 1.4160 Normal Soln
4038o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4038u 14.9115 14.9115 46.6746 0.0000 -0.0031 2.0930 Normal Soln
3938o 44.2463 44.2463 50.0000 0.0000 0.0086 0.0179 Normal Soln
3938u 8.6692 8.6692 27.0539 0.0000 -0.0043 2.5936 Normal Soln
3836o 31.5304 31.5304 50.0000 0.0000 0.0025 0.0549 Normal Soln
3836u 7.9991 7.9991 23.6260 0.0000 0.0139 2.8325 Normal Soln
3635o 7.3888 7.3888 13.3846 0.0000 0.0186 0.0029 Normal Soln
3635u 1.7894 1.7894 4.5695 100.5833 -0.0335 1.3449 Normal Soln
3533u 6.0301 6.0301 14.9808 0.0000 -0.0101 1.3996 Normal Soln
2217o 18.4575 18.4575 34.2745 0.0000 -0.0071 0.0504 Normal Soln
2217u 5.2161 5.2161 12.6884 0.0000 -0.0419 4.7126 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 5.7584 5.7584 12.0889 0.0000 -0.0029 1.2816 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 18.0556 18.0556 43.3904 0.0000 0.0218 1.8543 Normal Soln
1817o 15.0567 15.0567 38.8906 0.0000 0.0058 0.1205 Normal Soln
1817u 4.2231 4.2231 11.7641 0.0000 -0.0156 3.1602 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 11.0696 11.0696 30.8568 0.0000 -0.0020 1.5426 Normal Soln
0706o 37.7533 37.7533 50.0000 0.0000 0.0059 0.0139 Normal Soln
0706u 6.8233 6.8233 24.6130 0.0000 0.0019 1.9352 Normal Soln
0604o 38.2952 38.2952 50.0000 0.0000 0.0020 0.0484 Normal Soln
0604u 9.6510 9.6510 20.6231 0.0000 0.0036 2.2008 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0010 0.0022 Normal Soln
0504u 12.6187 12.6187 33.9482 0.0000 0.0028 2.0721 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 3.5233 3.5233 7.9119 0.0000 -0.0066 1.1784 Normal Soln
0302o 15.3901 15.3901 50.0000 0.0000 0.0007 0.0283 Normal Soln
0302u 2.8493 2.8493 12.7493 0.0000 -0.0042 0.4927 Normal Soln
14b14ao 10.3674 10.3674 28.5321 0.0000 0.0065 0.0097 Normal Soln
14b14au 1.9468 1.9468 6.0261 0.0000 -0.0089 2.7141 Normal Soln
The conduit with the smallest time step limitation was..3635u
The conduit with the largest wobble was.................2217u
The conduit with the largest flow change in any
consecutive time step...................................2217u
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 2.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.02 / 8.92/ N53/ 0.02 / 7.42/ N52/ 0.01 / 6.11/
N38/ 0.02 / 5.02/ N51B/ 0.03 / 3.83/ N48/ 0.02 / 3.62/
N50B/ 1.00 / 5.70/ N49B/ 0.01 / 4.01/ N47/ 0.01 / 3.61/
N46/ 0.01 / 3.01/ N45/ 0.02 / 2.52/ N43/ 0.00 / 9.20/
N42/ 0.01 / 8.31/ N41/ 0.01 / 6.61/ N44/ 0.01 / 8.01/
N40/ 0.01 / 5.61/ N39/ 0.01 / 6.01/ N37/ 0.00 / 7.00/
N36/ 0.01 / 4.48/ N35/ 0.01 / 4.01/ N34/ 0.21 / 4.31/
N33/ 0.02 / 2.62/ N31/ 0.00 / 7.50/ N30/ 0.02 / 4.22/
N29/ 0.02 / 6.42/ N28/ 0.01 / 8.31/ N27/ 0.02 / 5.37/
N26/ 0.02 / 6.52/ N25/ 0.02 / 4.89/ N24/ 0.03 / 2.62/
N23/ 0.01 / 4.71/ N22/ 0.06 / 1.92/ N21/ 1.00 / 3.00/
N20/ 0.02 / 6.02/ N19/ 0.03 / 4.53/ N18/ 0.05 / 1.95/
N17/ 0.05 / 1.80/ N16/ 0.07 / 1.41/ N15/ 0.11 / 1.32/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.04 / 1.38/ N10/ 0.01 / 3.61/
N9/ 0.01 / 2.51/ N8/ 0.02 / 2.02/ N7/ 0.01 / 4.01/
N6/ 0.02 / 3.52/ N5/ 0.01 / 3.31/ N4/ 0.03 / 1.73/
N3/ 0.01 / 1.11/ N2/ 0.06 / 1.11/ N1/ 0.04 / 0.97/
N50/ 0.00 / 5.70/ N49/ 0.00 / 5.00/ N51/ 0.00 / 4.80/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00*/
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01*/
1615/ 0.01*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.02 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.02 / 50b50/ 0.00 /
49b40/ 0.00*/ 51b50/ 0.00*/ L610/ 0.00*/
5352o/ 0.00 / 5352u/ 0.00 / 5238o/ 0.00*/
5238u/ 0.00*/ 3851o/ 0.00 / 3851u/ 0.00*/
5148u/ 0.00 / 5049u/ 0.00 / 4948u/ 0.00*/
4845o/ 0.00*/ 4845u/ 0.00*/ 4746o/ 0.00 /
4746u/ 0.00*/ 4645o/ 0.00*/ 4645u/ 0.00*/
4140o/ 0.00 / 4140u/ 0.00*/ 4038o/ 0.00 /
4038u/ 0.00*/ 3938o/ 0.00*/ 3938u/ 0.00*/
3836o/ 0.00*/ 3836u/ 0.00 / 3635o/ 0.00 /
3635u/ 0.00 / 3533u/ 0.00*/ 2217o/ 0.00*/
2217u/ 0.01 / 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/ 0.00 / 14b14ao/ 0.00*/ 14b14au/ 0.00*/
FREE # 1/ 0.02 /
Conduit/ Velocity
5453/ 0.09 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.18 / 4342/ 0.12 /
4241/ 0.19 / 3736/ 0.10 / 3534/ 0.00 /
3422/ 0.03 / 3130/ 0.03 / 3024/ 0.70 /
3036/ 0.00 / 2827/ 0.13 / 2726/ 0.00 /
2629/ 0.06 / 2930/ 0.23 / 2725/ 0.48 /
2524/ 0.60 / 2422/ 0.35 / L575/ 0.07 /
2117/ 0.02 / 1714B/ 0.00 / 1716/ 0.77 /
1615/ 0.45 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.20 / 1502/ 0.54 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.05 /
0912/ 0.00 / 0908/ 0.21 / 0811/ 0.00 /
0804/ 0.19 / 0201/ 0.30 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.19 /
5352o/ 0.00 / 5352u/ 0.62 / 5238o/ 0.00 /
5238u/ 0.49 / 3851o/ 0.00 / 3851u/ 0.42 /
5148u/ 0.43 / 5049u/ 0.16 / 4948u/ 0.08 /
4845o/ 0.00 / 4845u/ 0.52 / 4746o/ 0.00 /
4746u/ 0.36 / 4645o/ 0.00 / 4645u/ 0.19 /
4140o/ 0.00 / 4140u/ 0.28 / 4038o/ 0.00 /
4038u/ 0.28 / 3938o/ 0.00 / 3938u/ 0.10 /
3836o/ 0.00 / 3836u/ 0.43 / 3635o/ 0.00 /
3635u/ 0.71 / 3533u/ 0.61 / 2217o/ 0.00 /
2217u/ 0.45 / 2019o/ 0.00 / 2019u/ 0.85 /
1918o/ 0.00 / 1918u/ 0.62 / 1817o/ 0.00 /
1817u/ 0.58 / 1009o/ 0.00 / 1009u/ 0.29 /
0706o/ 0.00 / 0706u/ 0.20 / 0604o/ 0.00 /
0604u/ 0.61 / 0504o/ 0.00 / 0504u/ 0.13 /
0403o/ 0.00 / 0403u/ 0.80 / 0302o/ 0.00 /
0302u/ 0.02 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Width
5453/ 0.39 / 5047/ 0.00 / 4946/ 0.01 /
5114b/ 0.01 / 4440/ 0.12 / 4342/ 0.19 /
4241/ 0.18 / 3736/ 0.17 / 3534/ 8.91 /
3422/ 2.52 / 3130/ 0.57 / 3024/ 0.19 /
3036/ 3.12 / 2827/ 0.23 / 2726/ 8.93 /
2629/ 1.35 / 2930/ 0.91 / 2725/ 0.16 /
2524/ 0.15 / 2422/ 0.29 / L575/ 0.68 /
2117/ 0.29 / 1714B/ 1.66 / 1716/ 0.45 /
1615/ 0.47 / 1614A/ 0.33 / 4514B/ 0.07 /
4515/ 0.22 / 1502/ 0.50 / 14A13/ 0.19 /
1312/ 0.01 / 1211/ 0.23 / 1103/ 0.80 /
0912/ 0.02 / 0908/ 0.15 / 0811/ 0.09 /
0804/ 0.20 / 0201/ 1.57 / 50b50/ 0.00 /
49b40/ 1.19 / 51b50/ 0.57 / L610/ 0.23 /
5352o/ 0.01 / 5352u/ 0.09 / 5238o/ 0.01 /
5238u/ 0.12 / 3851o/ 0.00 / 3851u/ 0.14 /
5148u/ 0.14 / 5049u/ 0.09 / 4948u/ 0.11 /
4845o/ 0.86 / 4845u/ 0.15 / 4746o/ 0.01 /
4746u/ 0.12 / 4645o/ 0.05 / 4645u/ 0.14 /
4140o/ 0.00 / 4140u/ 0.15 / 4038o/ 0.01 /
4038u/ 0.18 / 3938o/ 0.03 / 3938u/ 0.08 /
3836o/ 0.01 / 3836u/ 0.18 / 3635o/ 0.03 /
3635u/ 0.18 / 3533u/ 0.18 / 2217o/ 0.30 /
2217u/ 0.38 / 2019o/ 0.00 / 2019u/ 0.21 /
1918o/ 0.05 / 1918u/ 0.29 / 1817o/ 0.10 /
1817u/ 0.32 / 1009o/ 0.01 / 1009u/ 0.15 /
0706o/ 0.08 / 0706u/ 0.13 / 0604o/ 0.14 /
0604u/ 0.19 / 0504o/ 0.02 / 0504u/ 0.15 /
0403o/ 0.00 / 0403u/ 0.30 / 0302o/ 0.12 /
0302u/ 1.50 / 14b14ao/ 0.03 / 14b14au/ 0.17 /
Junction/ EGL
N54/ 0.02 / N53/ 1.01 / N52/ 0.03 /
N38/ 0.03 / N51B/ 0.04 / N48/ 0.03 /
N50B/ 1.00 / N49B/ 1.00 / N47/ 0.01 /
N46/ 0.02 / N45/ 0.04 / N43/ 0.00 /
N42/ 0.01 / N41/ 1.00 / N44/ 0.01 /
N40/ 0.40 / N39/ 0.01 / N37/ 0.00 /
N36/ 1.05 / N35/ 0.04 / N34/ 0.21 /
N33/ 0.04 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.02 / N28/ 0.01 / N27/ 1.35 /
N26/ 0.02 / N25/ 0.03 / N24/ 0.31 /
N23/ 0.01 / N22/ 2.34 / N21/ 1.00 /
N20/ 0.02 / N19/ 0.07 / N18/ 0.07 /
N17/ 1.20 / N16/ 0.10 / N15/ 0.12 /
N14B/ 0.00 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.04 / N10/ 0.01 /
N9/ 0.02 / N8/ 0.02 / N7/ 0.01 /
N6/ 0.02 / N5/ 0.01 / N4/ 0.05 /
N3/ 0.04 / N2/ 0.08 / N1/ 0.05 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Junction/ Freeboard
N54/ 1.08 / N53/ 2.58 / N52/ 3.89 /
N38/ 4.98 / N51B/ 6.17 / N48/ 6.38 /
N50B/ 4.30 / N49B/ 5.99 / N47/ 6.39 /
N46/ 6.99 / N45/ 7.48 / N43/ 0.80 /
N42/ 1.69 / N41/ 3.39 / N44/ 1.99 /
N40/ 4.39 / N39/ 3.99 / N37/ 3.00 /
N36/ 5.52 / N35/ 5.99 / N34/ 5.69 /
N33/ 7.38 / N31/ 2.50 / N30/ 5.78 /
N29/ 3.58 / N28/ 1.69 / N27/ 4.63 /
N26/ 3.48 / N25/ 5.11 / N24/ 7.38 /
N23/ 5.29 / N22/ 8.08 / N21/ 7.00 /
N20/ 3.98 / N19/ 5.47 / N18/ 8.05 /
N17/ 8.20 / N16/ 8.59 / N15/ 8.68 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.62 / N10/ 6.39 /
N9/ 7.49 / N8/ 7.98 / N7/ 5.99 /
N6/ 6.48 / N5/ 6.69 / N4/ 8.27 /
N3/ 8.89 / N2/ 8.89 / N1/ 9.03 /
N50/ 4.30 / N49/ 5.00 / N51/ 5.20 /
Junction/ Max Volume
N54/ 0.14 / N53/ 1.08 / N52/ 1.09 /
N38/ 1.10 / N51B/ 1.22 / N48/ 1.01 /
N50B/ 1.19 / N49B/ 1.21 / N47/ 0.75 /
N46/ 1.01 / N45/ 1.09 / N43/ 0.07 /
N42/ 0.09 / N41/ 0.62 / N44/ 0.08 /
N40/ 0.92 / N39/ 1.02 / N37/ 0.06 /
N36/ 1.36 / N35/ 1.25 / N34/ 0.32 /
N33/ 1.94 / N31/ 0.02 / N30/ 1.63 /
N29/ 0.12 / N28/ 0.07 / N27/ 1.37 /
N26/ 0.17 / N25/ 0.80 / N24/ 1.52 /
N23/ 0.11 / N22/ 1.68 / N21/ 1.06 /
N20/ 0.78 / N19/ 0.71 / N18/ 1.29 /
N17/ 1.31 / N16/ 1.74 / N15/ 1.12 /
N14B/ 1.26 / N14A/ 1.02 / N13/ 0.63 /
N12/ 0.62 / N11/ 0.78 / N10/ 0.67 /
N9/ 1.01 / N8/ 1.03 / N7/ 1.02 /
N6/ 1.04 / N5/ 1.01 / N4/ 1.01 /
N3/ 0.76 / N2/ 0.75 / N1/ 0.75 /
N50/ 0.00 / N49/ 0.02 / N51/ 0.02 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51B/ 0.00 / N48/ 0.00 /
N50B/ 0.00 / N49B/ 0.00 / N47/ 0.00 /
N46/ 0.00 / N45/ 0.00 / N43/ 0.00 /
N42/ 0.00 / N41/ 0.00 / N44/ 0.00 /
N40/ 0.00 / N39/ 0.00 / N37/ 0.00 /
N36/ 0.00 / N35/ 0.00 / N34/ 0.00 /
N33/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.04 / 3130/ 0.01 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.02 / 2930/ 0.01 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.02 /
1615/ 0.03 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.03 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.04 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.08 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.01 /
5352o/ 0.00 / 5352u/ 0.00 / 5238o/ 0.00 /
5238u/ 0.00 / 3851o/ 0.00 / 3851u/ 0.00 /
5148u/ 0.00 / 5049u/ 0.00 / 4948u/ 0.00 /
4845o/ 0.00 / 4845u/ 0.00 / 4746o/ 0.00 /
4746u/ 0.00 / 4645o/ 0.00 / 4645u/ 0.00 /
4140o/ 0.00 / 4140u/ 0.00 / 4038o/ 0.00 /
4038u/ 0.00 / 3938o/ 0.00 / 3938u/ 0.00 /
3836o/ 0.00 / 3836u/ 0.00 / 3635o/ 0.00 /
3635u/ 0.00 / 3533u/ 0.00 / 2217o/ 0.00 /
2217u/ 0.01 / 2019o/ 0.00 / 2019u/ 0.00 /
1918o/ 0.00 / 1918u/ 0.01 / 1817o/ 0.00 /
1817u/ 0.01 / 1009o/ 0.00 / 1009u/ 0.00 /
0706o/ 0.00 / 0706u/ 0.00 / 0604o/ 0.00 /
0604u/ 0.00 / 0504o/ 0.00 / 0504u/ 0.00 /
0403o/ 0.00 / 0403u/ 0.00 / 0302o/ 0.00 /
0302u/ 0.05 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Final Volume
5453/ 0.19 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.04 / 4342/ 0.04 /
4241/ 0.04 / 3736/ 0.07 / 3534/ 0.08 /
3422/ 1.61 / 3130/ 0.38 / 3024/ 0.14 /
3036/ 0.00 / 2827/ 0.09 / 2726/ 0.06 /
2629/ 0.69 / 2930/ 0.35 / 2725/ 0.06 /
2524/ 0.14 / 2422/ 0.34 / L575/ 0.24 /
2117/ 0.06 / 1714B/ 0.00 / 1716/ 0.51 /
1615/ 0.79 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.38 / 1502/ 2.85 / 14A13/ 0.08 /
1312/ 0.00 / 1211/ 0.29 / 1103/ 1.42 /
0912/ 0.00 / 0908/ 0.08 / 0811/ 0.00 /
0804/ 0.17 / 0201/ 0.81 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.34 /
5352o/ 0.00 / 5352u/ 0.03 / 5238o/ 0.00 /
5238u/ 0.05 / 3851o/ 0.00 / 3851u/ 0.12 /
5148u/ 0.05 / 5049u/ 0.01 / 4948u/ 0.02 /
4845o/ 0.00 / 4845u/ 0.14 / 4746o/ 0.00 /
4746u/ 0.04 / 4645o/ 0.00 / 4645u/ 0.11 /
4140o/ 0.00 / 4140u/ 0.03 / 4038o/ 0.00 /
4038u/ 0.13 / 3938o/ 0.00 / 3938u/ 0.03 /
3836o/ 0.00 / 3836u/ 0.08 / 3635o/ 0.00 /
3635u/ 0.02 / 3533u/ 0.08 / 2217o/ 0.00 /
2217u/ 0.50 / 2019o/ 0.00 / 2019u/ 0.12 /
1918o/ 0.00 / 1918u/ 0.83 / 1817o/ 0.00 /
1817u/ 0.23 / 1009o/ 0.00 / 1009u/ 0.05 /
0706o/ 0.00 / 0706u/ 0.04 / 0604o/ 0.00 /
0604u/ 0.20 / 0504o/ 0.00 / 0504u/ 0.14 /
0403o/ 0.00 / 0403u/ 0.09 / 0302o/ 0.00 /
0302u/ 1.53 / 14b14ao/ 0.00 / 14b14au/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.01 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.01 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.02 /
2629/ 0.01 / 2930/ 0.01 / 2725/ 0.01 /
2524/ 0.01 / 2422/ 0.03 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.03 /
1615/ 0.05 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.04 / 1502/ 0.06 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.02 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.02 / 0201/ 0.03 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.02 /
5352o/ 0.00 / 5352u/ 0.01 / 5238o/ 0.00 /
5238u/ 0.01 / 3851o/ 0.00 / 3851u/ 0.01 /
5148u/ 0.02 / 5049u/ 0.00 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.01 / 4746o/ 0.00 /
4746u/ 0.01 / 4645o/ 0.00 / 4645u/ 0.01 /
4140o/ 0.00 / 4140u/ 0.01 / 4038o/ 0.00 /
4038u/ 0.01 / 3938o/ 0.00 / 3938u/ 0.01 /
3836o/ 0.00 / 3836u/ 0.01 / 3635o/ 0.00 /
3635u/ 0.01 / 3533u/ 0.01 / 2217o/ 0.00 /
2217u/ 0.03 Section 4
/ 2019o/ 0.00 / 2019u/ 0.02 /
1918o/ 0.00 / 1918u/ 0.02 / 1817o/ 0.00 /
1817u/ 0.03 / 1009o/ 0.00 / 1009u/ 0.01 /
0706o/ 0.00 / 0706u/ 0.01 / 0604o/ 0.00 /
0604u/ 0.02 / 0504o/ 0.00 / 0504u/ 0.01 /
0403o/ 0.00 / 0403u/ 0.02 / 0302o/ 0.00 /
0302u/ 0.03 / 14b14ao/ 0.00 / 14b14au/ 0.02 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.92/ 8.41 5047/ 3.61/ 3.61 4946/ 3.01/ 3.01/
5114b/ 1.80/ 1.80 4440/ 8.01/ 6.00 4342/ 9.20/ 8.31/
4241/ 8.31/ 7.60 3736/ 7.00/ 5.52 3534/ 4.31/ 4.31/
3422/ 4.31/ 4.20 3130/ 7.50/ 5.70 3024/ 4.22/ 2.88/
3036/ 4.48/ 4.48 2827/ 8.31/ 6.70 2726/ 6.52/ 6.52/
2629/ 6.52/ 6.42 2930/ 6.42/ 5.63 2725/ 5.37/ 4.89/
2524/ 4.89/ 2.88 2422/ 2.62/ 1.92 L575/ 4.71/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.80/ 1.41/
1615/ 1.41/ 1.32 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.52/ 1.32 1502/ 1.32/ 1.11 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.38 1103/ 1.38/ 1.11/
0912/ 1.68/ 1.68 0908/ 2.51/ 2.02 0811/ 1.38/ 1.38/
0804/ 2.02/ 1.73 0201/ 1.11/ 0.97 50b50/ 5.70/ 5.70/
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.62/ 1.92/
5352o/ 6.11/ 6.11 5352u/ 7.42/ 6.11 5238o/ 5.02/ 5.02/
5238u/ 6.11/ 5.02 3851o/ 3.83/ 3.83 3851u/ 5.02/ 3.83/
5148u/ 3.83/ 3.62 5049u/ 5.70/ 5.00 4948u/ 4.01/ 3.62/
4845o/ 2.52/ 2.52 4845u/ 3.62/ 2.52 4746o/ 3.01/ 3.01/
4746u/ 3.61/ 3.01 4645o/ 2.52/ 2.52 4645u/ 3.01/ 2.52/
4140o/ 5.61/ 5.61 4140u/ 6.61/ 5.61 4038o/ 5.02/ 5.02/
4038u/ 5.61/ 5.02 3938o/ 5.02/ 5.02 3938u/ 6.01/ 5.02/
3836o/ 4.48/ 4.48 3836u/ 5.02/ 4.48 3635o/ 4.01/ 4.01/
3635u/ 4.48/ 4.01 3533u/ 4.01/ 2.62 2217o/ 1.80/ 1.80/
2217u/ 1.92/ 1.80 2019o/ 4.53/ 4.53 2019u/ 6.02/ 4.53/
1918o/ 1.95/ 1.95 1918u/ 4.53/ 1.95 1817o/ 1.80/ 1.80/
1817u/ 1.95/ 1.80 1009o/ 2.51/ 2.51 1009u/ 3.61/ 2.51/
0706o/ 3.52/ 3.52 0706u/ 4.01/ 3.52 0604o/ 1.73/ 1.73/
0604u/ 3.52/ 1.73 0504o/ 1.73/ 1.73 0504u/ 3.31/ 1.73/
0403o/ 1.11/ 1.11 0403u/ 1.73/ 1.11 0302o/ 1.11/ 1.11/
0302u/ 1.11/ 1.11 14b14ao/ 1.65/ 1.65 14b14au/ 1.80/ 1.65/
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 1440
Total number of passes in the simulation........ 3098
Total number of time steps during simulation.... 2879
Ratio of actual # of time steps / NTCYC......... 1.999
Average number of iterations per time step...... 1.076
Average time step size(seconds)................ 2.501
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 3.582
Average minimum implicit time step (sec)........ 2.142
Average minimum junction time step (sec)........ 2.142
Average Courant Factor Tf....................... 2.142
Number of times omega reduced................... 33
*=========================================================*
| 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 1.04 2985 0 6 0 0 0
N53 0 1.21 3497 0 7 0 0 0
N52 0 1.49 4279 1 18 2 0 0
N38 0 2.00 5770 0 6 0 0 0
N51B 0 1.25 3596 1 11 1 0 0
N48 0 1.27 3654 0 6 0 0 0
N50B 0 1.06 3051 0 5 0 0 0
N49B 0 1.24 3573 0 16 3 0 0
N47 0 1.09 3140 0 6 0 0 0
N46 0 1.17 3373 0 8 0 0 0
N45 0 1.77 5105 0 13 1 0 0
N43 0 1.11 3190 0 4 0 0 0
N42 0 1.22 3509 0 7 0 0 0
N41 0 1.43 4106 0 6 0 0 0
N44 0 1.16 3348 0 5 0 0 0
N40 0 1.40 4044 0 7 0 0 0
N39 0 1.07 3069 0 4 0 0 0
N37 0 1.13 3255 0 4 0 0 0
N36 0 2.20 6338 1 22 2 0 0
N35 0 1.90 5482 0 8 0 0 0
N34 0 1.45 4185 0 26 2 1 0
N33 0 1.51 4352 0 7 0 0 0
N31 0 1.18 3403 0 11 1 0 0
N30 0 1.94 5579 2 15 4 0 0
N29 0 1.56 4479 0 6 0 0 0
N28 0 1.19 3427 0 7 0 0 0
N27 0 1.75 5039 0 10 1 0 0
N26 0 1.47 4239 0 20 1 0 0
N25 0 1.40 4034 0 6 0 0 0
N24 0 1.70 4890 0 9 0 0 0
N23 0 1.37 3958 0 7 0 0 0
N22 0 2.19 6318 12 12 2 0 0
N21 0 1.50 4332 1 19 1 0 0
N20 0 1.28 3676 0 6 0 0 0
N19 0 1.60 4606 0 9 0 0 0
N18 0 2.01 5791 0 8 0 0 0
N17 0 2.59 7457 0 11 1 0 0
N16 0 2.06 5927 0 13 1 0 0
N15 0 1.69 4867 0 6 0 0 0
N14B 0 1.95 5602 0 17 2 0 0
N14A 0 2.02 5817 2 14 4 0 0
N13 0 1.79 5160 0 7 0 0 0
N12 0 1.62 4658 0 7 0 0 0
N11 0 1.85 5334 0 10 1 0 0
N10 0 1.22 3514 0 5 0 0 0
N9 0 1.37 3930 3 13 2 0 0
N8 0 1.47 4242 0 6 0 0 0
N7 0 1.24 3564 0 6 0 0 0
N6 0 1.67 4820 2 14 2 0 0
N5 0 1.18 3389 0 5 0 0 0
N4 0 1.76 5070 1 14 1 0 0
N3 0 2.24 6441 4 15 3 0 0
N2 0 2.18 6266 1 7 0 0 0
N1 0 1.95 5609 2 8 0 0 0
N50 0 1.00 2879 0 1 0 0 0
N49 0 1.11 3210 0 5 0 0 0
N51 0 1.16 3332 0 6 0 0 0
Total number of iterations for all junctions.. 251760
Minimum number of possible iterations......... 164103
Efficiency of the simulation.................. 1.53
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 9.0443 0 25 0.0000 0.9557 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.4831 0 25 0.0000 1.5169 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.1865 0 25 0.0000 2.8135 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.1044 0 26 0.0000 3.8956 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0175 0 25 0.0000 4.9825 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6095 0 25 0.0000 5.3905 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.8883 0 25 0.0000 4.1117 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2143 0 25 0.0000 4.7857 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.3544 0 25 0.0000 5.6456 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0089 0 25 0.0000 5.9911 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5900 0 25 0.0000 6.4100 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2695 0 25 0.0000 0.7305 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.3940 0 25 0.0000 1.6060 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 7.2219 0 25 0.0000 2.7781 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.0792 0 25 0.0000 1.9208 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.5224 0 28 0.0000 3.4776 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0198 0 25 0.0000 2.9802 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0600 0 25 0.0000 2.9400 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.9700 5.8312 0 28 0.0000 4.1688 1.0000 0.0000 0.0000 0.0000
N35 10.0000 6.4000 5.2466 0 28 0.0000 4.7534 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.8000 4.4238 0 32 0.0000 5.5762 1.0000 0.0000 0.0000 0.0000
N33 10.0000 3.0500 4.5421 0 29 1.4921 5.4579 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5198 0 25 0.0000 2.4802 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8317 0 27 0.0000 4.1683 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5193 0 25 0.0000 3.4807 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3727 0 25 0.0000 1.6273 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7223 0 25 0.0000 3.2777 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.6738 0 25 0.0000 3.3262 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6723 0 25 0.4273 4.3277 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1105 0 32 0.8005 5.8895 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8136 0 23 0.0000 5.1864 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.5385 0 32 0.0000 6.4615 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0630 0 26 0.0000 6.9370 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.7848 0 25 0.0000 3.2152 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 5.2066 0 25 0.0000 4.7934 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.1916 0 25 0.0000 6.8084 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.0622 0 26 0.0000 6.9378 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.0776 0 26 0.6776 6.9224 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.3251 0 26 0.2901 7.6749 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.0551 0 27 0.0000 6.9449 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.6223 0 27 0.0000 7.3777 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.4905 0 28 0.0000 7.5095 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.2991 0 29 0.0000 7.7009 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.1206 0 31 0.0000 7.8794 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.2715 0 25 0.0000 5.7285 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5071 0 25 0.0000 6.4929 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0259 0 25 0.0000 6.9741 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0206 0 25 0.0000 4.9794 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5436 0 25 0.0000 5.4564 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3085 0 25 0.0000 5.6915 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.7113 0 25 0.0000 7.2887 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.8576 0 29 0.0000 8.1424 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.7969 0 29 0.0000 8.2031 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.6792 0 29 0.0000 8.3208 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 5.0191 0 25 0.0000 4.9809 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8202 0 24 0.0000 5.1798 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 0.0829 0 25 0.4112 0 25 0.0809 9.0443 8.4929 .3608 .2324
5047 2.8812 1.4600 200.0000 0.0000 0 0 0.0000 0 0 0.0000 4.3544 4.3544 .0000 .0000
4946 2.8075 1.4227 200.0000 0.0420 0 25 0.2694 0 25 0.0150 5.0191 4.0120 .0955 .0600
5114b 3.5733 1.8108 200.0000 0.0796 0 24 0.3981 0 24 0.0223 4.8202 3.0551 .1011 .2757
4440 10.0429 4.8092 400.0000 0.1239 0 25 1.1464 0 13 0.0123 8.0792 6.5224 .1981 1.306 *
4342 9.2249 4.4176 400.0000 0.0919 0 25 0.8289 0 25 0.0100 9.2695 8.3940 .1737 .2351
4241 8.1356 3.8959 400.0000 0.1793 0 25 1.2227 0 25 0.0220 8.3940 7.6937 .2351 .2343
3736 14.9983 3.6090 400.0000 0.0983 0 25 0.7129 0 13 0.0066 7.0600 5.8312 .1499 .7781
3534 24.3602 2.4544 500.0000 0.4782 0 28 0.5117 0 27 0.0196 5.2466 4.4238 .0931 .2477
3422 2.2724 0.5750 400.0000 0.2396 0 32 0.2849 0 32 0.1054 4.4238 4.2389 .3096 .0974
3130 13.5508 2.2744 300.0000 0.1478 0 25 0.3586 0 22 0.0109 7.5198 5.8317 .0659 .4388
3024 0.4621 2.9058 450.0000 0.4363 0 45 2.6723 0 45 0.9441 5.8317 4.1105 3.625 2.778
3036 6.7857 1.4251 400.0000 0.2118 0 27 -0.1631 0 23 0.0312 5.8317 5.8312 .5291 .7781
2827 15.5945 3.7524 400.0000 0.1701 0 25 0.9675 0 25 0.0109 8.3727 6.7719 .1817 .1797
2726 18.5574 3.1124 300.0000 0.2474 0 25 0.1413 0 25 0.0133 6.7223 6.6738 .0744 .5795
2629 2.4524 0.5150 400.0000 0.2251 0 25 0.2999 0 26 0.0918 6.6738 6.5193 .4346 .2983
2930 11.6053 2.4373 400.0000 0.4758 0 25 0.8545 0 22 0.0410 6.5193 5.8317 .2983 .5291
2725 0.2218 2.0080 375.0000 0.2599 0 13 2.3549 0 13 1.1721 6.7223 5.6723 3.659 2.139
2524 0.2779 2.5163 375.0000 0.2542 0 13 2.4390 0 13 0.9147 5.6723 4.1105 2.139 3.334
2422 0.8401 2.9711 600.0000 0.6082 0 40 2.1380 0 40 0.7240 4.1105 3.5385 2.534 2.797
L575 4.4056 1.1111 300.0000 0.3024 0 23 0.4798 0 23 0.0686 4.8136 3.5385 .3788 .4617
2117 10.3655 2.0976 500.0000 0.1575 0 23 0.4092 0 22 0.0152 3.0630 3.0622 .1261 .2244
1714B 8.1188 0.9553 500.0000 0.1930 0 26 -0.1979 0 37 0.0238 3.0622 3.0551 .3244 .4103
1716 3.1532 3.6415 1050.000 2.0651 0 25 2.3743 0 26 0.6549 3.0622 3.0776 1.249 1.645
1615 0.7725 1.7486 750.0000 1.2192 0 26 2.7430 0 26 1.5782 3.0773 2.3251 2.316 1.486
1614A 0.7872 1.7819 750.0000 0.8493 0 25 1.9150 0 25 1.0789 3.0773 2.6223 1.903 1.363
4514B 28.0567 3.5017 450.0000 0.2745 0 25 0.8248 0 18 0.0098 3.5900 3.0551 .2000 .4559
4515 0.1942 2.7467 300.0000 0.1681 0 12 2.3482 0 12 0.8656 3.5900 2.3251 3.633 3.716
1502 0.6052 1.1322 825.0000 1.3707 0 26 2.6899 0 23 2.2647 2.3251 1.7969 1.351 .9053
14A13 16.6072 0.8411 1700.000 -1.2809 0 27 -0.4508 0 26 -0.0771 2.6223 2.4905 .4484 .5238
1312 15.7543 0.6101 1400.000 1.2748 0 28 0.4385 0 27 0.0809 2.4905 2.2991 .4503 .4422
1211 22.0747 0.6694 1700.000 1.2282 0 29 0.2826 0 17 0.0556 2.2991 2.1206 .3642 .4592
1103 34.9730 0.7240 2000.000 1.3627 0 31 0.3861 0 42 0.0390 2.1206 1.8576 .3903 .3788
0912 7.4604 1.8954 400.0000 0.0095 0 25 0.0081 0 25 0.0013 3.5071 2.2991 .0178 .7479
0908 0.1628 1.4741 375.0000 0.1335 0 23 1.1958 0 23 0.8199 3.5071 3.0259 2.685 2.735
0811 6.0914 1.5476 400.0000 0.0666 0 25 0.2114 0 25 0.0109 3.0259 2.1206 .0649 .3014
0804 0.2208 1.3886 450.0000 0.2366 0 28 1.4788 0 28 1.0716 3.0259 2.7113 2.279 2.247
0201 142.3584 2.9703 2000.000 3.6228 0 29 1.3699 0 40 0.0254 1.7969 1.6792 .3734 .3746
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 0.0566 0 25 0.7846 0 22 0.0041 5.2142 5.0191 .0356 .0477
51b50 13.6470 6.9913 400.0000 0.0800 0 25 0.8885 0 25 0.0059 5.0175 4.8202 .0438 .0506
L610 0.3758 2.3626 450.0000 0.3499 0 50 2.1840 0 50 0.9312 4.5423 3.5385 4.316 3.730
5352o 1.1925 2.1371 300.0000 0.1545 0 25 1.0059 0 25 0.1296 8.4831 7.1865 .2770 .2884
5352u 0.0273 1.5423 150.0000 0.0365 0 52 2.0926 0 53 1.3406 8.4831 7.1865 7.220 7.243
5238o 1.6591 2.2063 400.0000 0.1473 0 25 0.8664 0 25 0.0888 7.1865 6.1044 .2163 .2609
5238u 0.0735 1.8497 225.0000 0.0742 0 13 1.8284 0 13 1.0087 7.1865 6.1044 4.829 4.908
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1044 5.0175 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0600 0 25 1.4714 0 25 0.9053 6.1044 5.0175 4.908 5.411
5148u 0.0407 1.0234 225.0000 0.0688 0 11 1.7085 0 11 1.6918 5.0175 4.6095 5.411 4.486
5049u 0.0573 1.4423 225.0000 0.0514 0 25 1.3926 0 25 0.8968 5.8883 5.2143 .8367 .9522
4948u 0.0590 1.4830 225.0000 0.0691 0 22 1.6952 0 22 1.1721 5.2143 4.6095 5.396 4.486
4845o 2.5500 1.2922 200.0000 0.0162 0 26 0.1204 0 12 0.0063 4.6095 3.5900 .0476 .4499
4845u 0.1309 1.8523 300.0000 0.1113 0 12 1.5957 0 9 0.8500 4.6095 3.5900 3.365 3.633
4746o 17.3588 1.9947 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.3544 4.0089 .0000 .0000
4746u 0.1498 2.1194 300.0000 0.0769 0 25 1.2671 0 11 0.5135 4.3544 4.0089 2.514 3.362
4645o 15.8729 2.3953 400.0000 0.0008 0 25 0.0062 0 25 0.0000 4.0089 3.5900 .0221 .2250
4645u 0.1105 1.5637 300.0000 0.0931 0 25 1.2962 0 25 0.8421 4.0089 3.5900 3.362 3.633
4140o 7.7278 3.0800 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.5224 6.5224 .0000 .0000
4140u 0.3099 2.8063 375.0000 0.1782 0 25 1.6038 0 25 0.5750 7.2219 6.5224 1.658 2.459
4038o 9.0986 1.8214 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.5224 6.1044 .0000 .0000
4038u 0.2678 1.6839 450.0000 0.2048 0 28 1.4570 0 12 0.7649 6.5224 6.1044 2.049 2.454
3938o 6.1031 3.1253 400.0000 0.0437 0 25 0.3644 0 15 0.0072 7.0198 6.1044 .0494 .2609
3938u 0.0261 1.4762 150.0000 0.0268 0 12 1.4785 0 12 1.0271 7.0198 6.1044 6.798 7.362
3836o 9.9729 2.0945 400.0000 0.2712 0 26 0.2122 0 24 0.0272 6.1044 5.8312 .2609 .7781
3836u 0.3282 2.0635 450.0000 0.2585 0 53 1.6931 0 53 0.7878 6.1044 5.8312 2.454 3.025
3635o 350.7969 7.2605 1200.000 0.5127 0 28 0.7471 0 28 0.0015 5.8312 5.2577 .0510 .0481
3635u 0.6696 4.2102 450.0000 0.3428 0 50 2.1884 0 12 0.5119 5.8312 5.2466 3.025 2.770
3533u 0.5928 3.7276 450.0000 0.3481 0 50 2.5370 0 11 0.5871 5.2466 4.5421 2.770 4.315
2217o 14.0423 2.7133 500.0000 0.3272 0 32 1.0212 0 33 0.0233 3.5385 3.0882 .2770 .2765
2217u 0.6241 1.4127 750.0000 1.2463 0 40 2.7586 0 40 1.9968 3.5385 3.0622 2.238 1.749
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 5.2066 5.2066 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.3893 0 25 2.4816 0 39 0.6106 6.7846 5.2066 1.743 1.570
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 5.2064 3.1916 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.7266 0 25 2.5360 0 26 0.7697 5.2064 3.1916 1.177 2.152
1817o 9.1593 1.0777 500.0000 0.5521 0 25 0.5657 0 26 0.0603 3.1916 3.0874 .3832 .2748
1817u 0.5070 1.7932 600.0000 0.5311 0 15 1.8701 0 15 1.0475 3.1916 3.0622 2.152 2.187
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2715 3.5071 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1531 0 25 1.6211 0 13 0.6341 4.2715 3.5071 1.790 2.685
0706o 7.2322 2.5993 300.0000 0.0490 0 25 0.2749 0 24 0.0068 5.0206 4.5436 .0686 .1452
0706u 0.1248 1.7661 300.0000 0.0874 0 15 1.2189 0 15 0.7004 5.0206 4.5436 3.401 3.478
0604o 9.6606 3.5627 300.0000 0.2323 0 25 0.8860 0 25 0.0240 4.5436 2.8430 .1452 .1433
0604u 0.3116 2.8210 375.0000 0.3075 0 33 2.7639 0 33 0.9868 4.5436 2.7113 2.782 2.696
0504o 8.6316 3.1848 300.0000 0.0093 0 25 0.2915 0 26 0.0011 4.3085 2.8046 .0283 .0152
0504u 0.1541 2.1802 300.0000 0.1330 0 23 1.8558 0 23 0.8628 4.3085 2.7113 3.361 3.371
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.8576 1.8576 .0000 .0000
0403u 1.9283 4.3647 750.0000 1.1098 0 25 2.5291 0 25 0.5756 2.7114 1.8576 1.348 1.010
0302o 2.9365 0.3240 300.0000 0.0416 0 29 0.1629 0 29 0.0142 1.8576 1.8233 .1254 .0445
0302u 3.2556 3.6173 600.0000 0.7105 0 29 0.7844 0 29 0.2182 1.8576 1.7969 1.262 1.244
14b14ao 75.9084 3.3944 500.0000 0.3692 0 27 0.3505 0 25 0.0049 3.0551 2.6223 .1303 .2445
14b14au 0.1270 1.7965 300.0000 0.1193 0 24 1.6598 0 24 0.9395 3.0551 2.6223 4.183 3.407
FREE # 1 Undefnd Undefnd Undefn 3.6563 0 29
*==================================================*
| 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 0.0692 0.2016 0.0488
5047 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4946 68.1250 0.0000 0.0000 51.8750 0.0158 0.1559 0.0042
5114b 58.0417 12.0000 0.0000 49.9583 0.0340 0.3362 0.0084
4440 0.1667 36.5278 0.0000 83.3056 0.1399 0.9972 0.0716
4342 0.1667 119.8333 0.0000 0.0000 0.0396 0.1109 0.0677
4241 0.1667 0.0000 0.0000 119.8333 0.0462 0.1468 0.1146
3736 0.1667 38.9278 0.0000 80.9056 0.0985 1.3253 0.0351
3534 103.5556 15.6944 0.0000 0.7500 0.0734 1.4671 0.0246
3422 25.4722 0.0000 0.0000 94.5278 0.0840 0.8411 0.0232
3130 0.1667 26.4444 0.0000 93.3889 0.0675 1.3528 0.0080
3024 0.1667 36.1389 0.0000 83.6944 0.1368 0.1657 3.3219
3036 84.8056 29.5278 5.6667 0.0000 0.1297 2.1358 0.0276
2827 0.1667 0.0000 0.0000 119.8333 0.0356 0.1759 0.0699
2726 99.2778 20.7222 0.0000 0.0000 0.0883 1.7770 0.0135
2629 0.2500 119.7500 0.0000 0.0000 0.0778 0.7514 0.0439
2930 0.2500 26.1944 0.0000 93.5556 0.0802 0.8769 0.0985
2725 0.1667 119.8333 0.0000 0.0000 0.1068 0.1139 2.1145
2524 0.1667 36.0278 0.0000 83.8056 0.1121 0.1141 1.9922
2422 0.1667 119.8333 0.0000 0.0000 0.1679 0.2909 3.2885
L575 0.1667 18.2778 0.0000 101.5556 0.0593 0.7030 0.0539
2117 4.3750 14.4722 0.0000 101.1528 0.0837 0.8360 0.0158
1714B 95.4722 15.0000 9.5278 0.0000 0.0815 1.1388 0.0315
1716 0.1667 115.2083 0.0000 4.6250 0.2938 0.8902 3.6001
1615 0.1667 119.8333 0.0000 0.0000 0.2278 0.4521 3.9112
1614A 7.0833 60.8333 52.0833 0.0000 0.2281 0.4585 2.3113
4514B 84.4097 24.5000 0.0000 11.0903 0.0653 1.0249 0.0560
4515 0.1667 119.8333 0.0000 0.0000 0.0839 0.0728 2.3372
1502 0.1667 119.8333 0.0000 0.0000 0.2341 0.5235 2.4349
14A13 9.1250 110.8750 0.0000 0.0000 0.3402 2.8481 0.3717
1312 9.1250 110.8750 0.0000 0.0000 0.3106 2.9476 0.2700
1211 9.3750 110.6250 0.0000 0.0000 0.3158 4.9654 0.1735
1103 0.1667 119.8333 0.0000 0.0000 0.3496 4.1772 0.2526
0912 116.2222 3.7778 0.0000 0.0000 0.1193 1.2361 0.0011
0908 0.1667 119.8333 0.0000 0.0000 0.1049 0.1137 1.2079
0811 113.6111 5.4444 0.0000 0.9444 0.0471 0.4696 0.0070
0804 0.1667 119.8333 0.0000 0.0000 0.1303 0.1646 1.3042
0201 0.1667 119.8333 0.0000 0.0000 0.3533 3.5494 0.8718
50b50 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
49b40 106.0278 13.9722 0.0000 0.0000 0.0161 0.0777 0.0119
51b50 84.1389 35.8611 0.0000 0.0000 0.0186 0.0900 0.0168
L610 0.1667 119.8333 0.0000 0.0000 0.1259 0.1652 3.4861
5352o 78.5278 5.4167 0.0000 36.0556 0.0779 0.1537 0.0852
5352u 0.1667 119.8333 0.0000 0.0000 0.0452 0.0184 1.6497
5238o 89.4167 25.7500 0.0000 4.8333 0.0857 0.1708 0.0817
5238u 0.1667 119.8333 0.0000 0.0000 0.0645 0.0411 1.8924
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 1.7065
5148u 0.1667 119.8333 0.0000 0.0000 0.0665 0.0410 1.5500
5049u 5.7917 18.1944 0.0000 96.0139 0.0667 0.0371 0.2788
4948u 0.2500 119.7500 0.0000 0.0000 0.0630 0.0410 1.8843
4845o 95.9097 24.0903 0.0000 0.0000 0.0451 0.4494 0.0018
4845u 1.1667 118.8333 0.0000 0.0000 0.0907 0.0728 1.5165
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 0.9449
4645o 118.3889 1.6111 0.0000 0.0000 0.0223 0.1273 0.0003
4645u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.3600
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 0.1138 1.1941
4038o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4038u 0.2500 119.7500 0.0000 0.0000 0.1269 0.1638 1.2910
3938o 94.5556 23.3125 0.0000 2.1319 0.0551 0.2746 0.0097
3938u 0.2500 119.7500 0.0000 0.0000 0.0420 0.0184 1.2837
3836o 86.9444 33.0556 0.0000 0.0000 0.0970 1.5417 0.0389
3836u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1651 1.7459
3635o 100.6944 0.0000 0.0000 19.3056 0.0308 0.6863 0.0444
3635u 0.1667 119.8333 0.0000 0.0000 0.1235 0.1665 2.2243
3533u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1639 3.1365
2217o 98.1667 0.0000 0.0000 21.8333 0.0765 0.3205 0.1413
2217u 0.1667 119.8333 0.0000 0.0000 0.2135 0.4527 3.4253
2019o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 119.8333 0.0000 0.0000 0.1348 0.1634 1.8093
1918o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 119.8333 0.0000 0.0000 0.1679 0.2912 2.4940
1817o 96.0833 0.0000 0.0000 23.9167 0.0797 0.9771 0.0930
1817u 0.1667 119.8333 0.0000 0.0000 0.1825 0.2964 1.9931
1009o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1139 1.1525
0706o 110.3056 9.6944 0.0000 0.0000 0.0269 0.1801 0.0087
0706u 0.1667 119.8333 0.0000 0.0000 0.0893 0.0727 1.2376
0604o 101.8542 0.0000 0.0000 18.1458 0.0369 0.2623 0.0383
0604u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1135 2.5668
0504o 116.7222 0.0000 0.0000 3.2778 0.0064 0.0355 0.0017
0504u 0.1667 119.8333 0.0000 0.0000 0.0840 0.0729 1.7961
0403o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 119.8333 0.0000 0.0000 0.2278 0.4539 2.1829
0302o 110.0833 0.0000 0.0000 9.9167 0.0230 0.2553 0.0041
0302u 0.1667 119.8333 0.0000 0.0000 0.3110 0.9868 0.5898
14b14ao 105.7222 14.2778 0.0000 0.0000 0.0424 1.3243 0.0273
14b14au 41.0833 78.9167 0.0000 0.0000 0.0839 0.0728 1.8298
*===========================================*
| 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 0.0178 128.2346 0.0004 0.9979 0.3648 0.0346 0.0816 3.9502
5047 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0350
4946 0.0028 19.8750 0.0002 0.6200 0.5686 0.0025 0.0246 0.0350
5114b 0.0112 80.8017 0.0004 0.7086 0.6383 0.0074 0.0726 0.0350
4440 0.0238 171.6551 0.0008 0.9979 0.7755 0.0541 0.3342 1.5801
4342 0.0175 126.0471 0.0006 0.9979 0.8774 0.0205 0.0385 1.5801
4241 0.0338 243.6377 0.0010 0.9979 1.1361 0.0237 0.0505 1.5801
3736 0.0190 136.6763 0.0006 0.9979 0.5612 0.0383 0.4136 1.7556
3534 0.0249 179.0528 0.0021 0.2115 0.0799 0.0200 0.2756 0.0450
3422 0.0246 177.3627 0.0011 0.7325 0.3348 0.0199 0.1974 0.0450
3130 0.0275 198.2607 0.0008 0.9979 0.8242 0.0198 0.3953 3.0724
3024 0.1345 968.4926 0.0023 0.9979 1.2461 0.0809 0.0882 1.1412
3036 -0.0091 -65.3171 0.0030 0.4515 0.0034 0.0461 0.6204 0.0210
2827 0.0325 233.8613 0.0010 0.9979 1.0478 0.0183 0.0612 1.7556
2726 0.0155 111.3002 0.0012 0.2650 0.0589 0.0435 0.3116 0.0200
2629 0.0211 152.1814 0.0011 0.9979 0.1558 0.0294 0.1638 3.0724
2930 0.0748 538.7624 0.0023 0.9979 0.6225 0.0358 0.2569 1.7556
2725 0.0745 536.4333 0.0015 0.9979 1.0910 0.0727 0.0614 1.1412
2524 0.0741 533.5631 0.0015 0.9927 1.3073 0.0681 0.0576 0.0130
2422 0.2091 1505.7903 0.0037 0.9979 0.6968 0.1159 0.1749 1.1412
L575 0.0499 359.4540 0.0016 0.9979 0.4150 0.0292 0.2342 3.9502
2117 0.0280 201.9440 0.0013 0.9739 0.8202 0.0197 0.1952 0.0200
1714B 0.0018 13.2367 0.0016 0.3133 0.0077 0.0181 0.1794 0.0211
1716 0.6709 4830.7100 0.0117 0.9979 0.8902 0.1976 0.4804 1.1412
1615 0.4609 3318.5850 0.0074 0.9934 0.6751 0.1644 0.3194 0.0130
1614A 0.2102 1513.6483 0.0052 0.9510 0.2530 0.1335 0.2647 0.0130
4514B 0.0330 237.8456 0.0013 0.4575 0.2639 0.0166 0.1750 0.0213
4515 0.0762 548.3584 0.0011 0.9979 0.8600 0.0669 0.0554 1.1412
1502 0.5370 3866.2575 0.0084 0.9979 0.9685 0.1796 0.3268 1.1412
14A13 -0.2569 -1849.739 0.0060 0.9340 0.0026 0.1824 1.0882 0.1222
1312 0.2577 1855.5325 0.0057 0.9340 0.1032 0.1394 1.1138 0.1218
1211 0.2588 1863.4153 0.0052 0.9319 0.0692 0.1438 1.7742 0.1227
1103 0.3247 2337.4899 0.0058 0.9979 0.1240 0.2036 1.5745 10.9728
0912 0.0001 1.0662 0.0000 0.0483 0.0009 0.0468 0.4800 0.0450
0908 0.0291 209.4979 0.0009 0.9979 0.6764 0.0645 0.0466 1.2290
0811 0.0018 13.0996 0.0003 0.0806 0.0328 0.0089 0.0888 0.0450
0804 0.0550 395.7660 0.0016 0.9979 0.5977 0.0829 0.0791 1.1412
0201 1.1396 8204.9893 0.0216 0.9979 0.5116 0.2214 1.4428 3.5113
50b50 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0100
49b40 0.0027 19.5035 0.0003 0.1785 0.2803 0.0028 0.0092 0.0100
51b50 0.0114 82.3254 0.0004 0.4616 0.8714 0.0058 0.0270 0.0100
L610 0.1284 924.5479 0.0021 0.9979 0.6008 0.0913 0.1089 1.0534
5352o 0.0223 160.2608 0.0007 0.5363 0.5643 0.0231 0.0441 0.0350
5352u 0.0154 110.6601 0.0003 0.9976 1.1281 0.0329 0.0131 1.1240
5238o 0.0154 110.6447 0.0007 0.3946 0.2885 0.0216 0.0419 0.0350
5238u 0.0293 211.1688 0.0005 0.9979 1.0091 0.0458 0.0262 1.1412
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0022 0.0041 0.0350
3851u 0.0276 198.8807 0.0005 0.9979 0.7239 0.0483 0.0290 1.1412
5148u 0.0292 210.3233 0.0006 0.9979 0.7309 0.0494 0.0300 1.2290
5049u 0.0091 65.7698 0.0003 0.9618 1.1664 0.0338 0.0119 0.0140
4948u 0.0200 143.9022 0.0004 0.9979 0.5252 0.0439 0.0259 1.2290
4845o 0.0023 16.5348 0.0001 0.3071 0.0400 0.0128 0.1274 0.0350
4845u 0.0471 339.3822 0.0008 0.9934 0.8195 0.0612 0.0481 0.0130
4746o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0286
4746u 0.0308 221.6517 0.0005 0.9979 0.9047 0.0484 0.0313 1.1412
4645o 0.0000 0.0379 0.0000 0.0201 0.0002 0.0058 0.0264 0.0228
4645u 0.0336 242.2249 0.0007 0.9979 0.3701 0.0562 0.0446 1.2290
4140o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0216
4140u 0.0338 243.5144 0.0011 0.9979 0.9910 0.0597 0.0451 1.1412
4038o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0062 0.0326 0.0216
4038u 0.0637 458.3594 0.0015 0.9979 0.6481 0.0790 0.0910 1.1412
3938o 0.0038 27.5983 0.0003 0.3237 0.1141 0.0143 0.0707 0.0250
3938u 0.0086 62.0826 0.0002 0.9979 0.6004 0.0306 0.0121 1.0534
3836o 0.0305 219.6411 0.0013 0.4234 0.0506 0.0333 0.4419 0.0208
3836u 0.0844 607.5349 0.0023 0.9979 0.7227 0.0823 0.0973 1.1412
3635o 0.0290 209.1115 0.0022 0.2508 0.2631 0.0050 0.0688 0.0350
3635u 0.1176 847.0635 0.0026 0.9979 1.1100 0.0824 0.0975 1.0534
3533u 0.1283 923.6077 0.0020 0.9979 1.2401 0.0808 0.0954 1.0534
2217o 0.0361 259.7970 0.0016 0.2754 0.2231 0.0151 0.0595 0.0216
2217u 0.3944 2839.9855 0.0079 0.9979 0.8041 0.1519 0.2700 1.1412
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0201
2019u 0.0880 633.8013 0.0023 0.9979 1.6966 0.0800 0.0570 1.1412
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0080 0.0807 0.0261
1918u 0.1584 1140.6241 0.0043 0.9979 1.2029 0.1075 0.1201 1.1412
1817o 0.0455 327.5209 0.0025 0.3015 0.1358 0.0157 0.1398 0.0211
1817u 0.1571 1130.8209 0.0041 0.9979 0.6502 0.1228 0.1698 1.1412
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 0.0005 0.0247
1009u 0.0291 209.5765 0.0009 0.9979 1.1800 0.0560 0.0331 1.2290
0706o 0.0018 13.0414 0.0002 0.1233 0.0590 0.0027 0.0168 0.0212
0706u 0.0246 177.2600 0.0006 0.9979 0.7325 0.0549 0.0344 1.1412
0604o 0.0123 88.7965 0.0011 0.2299 0.3133 0.0042 0.0269 0.0209
0604u 0.0976 703.0496 0.0020 0.9979 1.4626 0.0735 0.0598 1.1412
0504o 0.0001 1.0273 0.0000 0.0406 0.0598 0.0002 0.0010 0.0213
0504u 0.0280 201.3702 0.0009 0.9979 0.8614 0.0554 0.0337 1.1412
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0403u 0.2487 1790.6553 0.0057 0.9979 1.2424 0.1380 0.1951 1.1412
0302o 0.0017 12.2477 0.0002 0.1268 0.0598 0.0019 0.0200 0.0279
0302u 0.5733 4127.7277 0.0041 0.9979 0.1981 0.1900 0.5537 0.6145
14b14ao 0.0180 129.7851 0.0017 0.1806 0.0574 0.0054 0.1140 0.0350
14b14au 0.0286 205.7559 0.0007 0.8034 0.2092 0.0536 0.0455 0.0140
FREE # 1 1.1398 8206.3305
*===============================================================*
| 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 0.0829 0.0000 0.5421 0.0929 0.1234 9.0443 8.4929 Max Flow
5047 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4946 0.0420 0.0000 1.0053 0.0120 0.0159 5.0191 4.0120 Max Flow
5114b 0.0795 0.0000 1.4495 0.0187 0.0199 4.8202 3.0232 Max Flow
4440 0.1239 0.0000 0.0040 0.1021 0.0791 8.0792 6.4573 Max Flow
4342 0.0918 0.0000 0.3951 0.0905 0.0691 9.2694 8.3940 Max Flow
4241 0.1791 0.0000 0.6986 0.1179 0.0937 8.3940 7.6937 Max Flow
3736 0.0983 0.0000 0.0046 0.0702 0.0596 7.0600 5.7921 Max Flow
3534 0.4780 0.0000 0.4943 0.0389 0.0460 5.2465 4.3672 Max Flow
3422 0.2396 0.0000 0.1788 0.0389 0.1017 4.4238 4.2389 Max Flow
3130 0.1478 0.0000 0.0704 0.0173 0.0192 7.5198 5.7923 Max Flow
3024 0.4363 1.2330 1.1316 0.4262 0.3483 5.7430 3.3943 Max Flow
3036 0.2118 0.0000 0.0013 0.0953 0.1125 5.8314 5.8306 Max Flow
2827 0.1699 0.0000 1.6003 0.0877 0.0719 8.3726 6.7719 Max Flow
2726 0.2468 0.0000 0.0020 0.0250 0.0220 6.7223 6.6697 Max Flow
2629 0.2250 0.0000 0.1495 0.0975 0.1619 6.6738 6.5190 Max Flow
2930 0.4756 0.0000 0.2303 0.1302 0.1190 6.5193 5.8058 Max Flow
2725 0.2598 0.8507 0.6090 0.3504 0.3750 6.7036 5.2314 Max Flow
2524 0.2524 0.4982 1.4595 0.3483 0.2804 5.2315 3.1994 Max Flow
2422 0.6070 0.2448 0.3764 0.5054 0.3781 3.7174 3.1415 Max Flow
L575 0.2995 0.0000 1.2940 0.0942 0.1121 4.8128 3.5117 Max Flow
2117 0.1532 0.0000 0.0447 0.0284 0.0385 3.0388 2.9919 Max Flow
1714B 0.1930 0.0000 0.0104 0.0911 0.1294 3.0616 3.0530 Max Flow
1716 2.0645 -0.1809 0.1699 0.8172 0.6197 3.0586 3.0663 Max Flow
1615 1.2180 0.4271 0.3194 0.6656 0.7500 3.0746 2.3242 Max Flow
1614A 0.8486 0.4171 0.0577 0.5709 0.7500 3.0512 2.5755 Max Flow
4514B 0.2744 0.0000 0.0338 0.1055 0.0899 3.5899 3.0471 Max Flow
4515 0.1680 0.5952 0.9425 0.2879 0.2156 3.5066 1.9639 Max Flow
1502 1.3707 -0.2127 0.7702 0.6998 0.8250 2.3244 1.7905 Max Flow
14A13 0.0137 0.0000 0.0021 0.0681 0.1228 2.0608 2.0575 Max Flow
1312 1.2746 0.0000 0.1976 0.3778 0.6336 2.4904 2.2910 Max Flow
1211 1.2282 0.0000 0.1682 0.3834 0.6187 2.2991 2.1096 Max Flow
1103 1.3627 0.0000 0.2708 0.3196 0.7859 2.1206 1.8471 Max Flow
0912 0.0095 0.0000 0.0001 0.0024 0.0042 3.5071 2.2546 Max Flow
0908 0.1335 0.1588 0.3290 0.2694 0.2584 3.5015 3.0137 Max Flow
0811 0.0665 0.0000 0.3424 0.0166 0.0251 3.0259 2.0479 Max Flow
0804 0.2360 0.1966 0.3384 0.3421 0.4094 3.0013 2.4618 Max Flow
0201 3.6203 0.0000 0.1201 0.5475 0.7463 1.7964 1.6763 Max Flow
50b50 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
49b40 0.0565 0.0000 0.1337 0.0235 0.0132 5.2142 5.0183 Max Flow
51b50 0.0799 0.0000 0.1602 0.0302 0.0172 5.0175 4.8202 Max Flow
L610 0.3499 0.6611 0.6323 0.4031 0.3438 3.8221 2.5208 Max Flow
5352o 0.1544 0.0000 1.2322 0.0905 0.0830 8.4831 7.1862 Max Flow
5352u 0.0364 0.0809 2.0852 1.0062 0.1500 8.4064 6.2389 Max Flow
5238o 0.1473 0.0000 0.8552 0.0876 0.0863 7.1865 6.1021 Max Flow
5238u 0.0739 0.1538 1.0662 0.2111 0.1856 7.1090 5.8739 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0600 0.1556 0.9337 0.1997 0.1678 6.1040 5.0155 Max Flow
5148u 0.0688 0.2013 0.5504 0.2081 0.2250 4.6270 3.8756 Max Flow
5049u 0.0514 0.1624 0.5183 0.1882 0.1665 5.8877 5.2141 Max Flow
4948u 0.0691 0.0800 0.5227 0.2082 0.2250 5.2132 4.6091 Max Flow
4845o 0.0162 0.0000 0.0059 0.0059 0.0092 4.6095 3.5900 Max Flow
4845u 0.1111 0.4098 0.7721 0.2560 0.2122 4.5279 3.3312 Max Flow
4746o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746u 0.0769 0.1940 0.1543 0.2162 0.1523 4.3517 4.0064 Max Flow
4645o 0.0008 0.0000 0.0001 0.0052 0.0060 4.0088 3.5898 Max Flow
4645u 0.0931 0.0756 0.3435 0.2371 0.2110 4.0088 3.5898 Max Flow
4140o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4140u 0.1781 0.4285 0.3261 0.3088 0.2038 7.2197 6.4634 Max Flow
4038o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4038u 0.2048 0.0784 0.3456 0.3187 0.2949 6.5216 6.0980 Max Flow
3938o 0.0437 0.0000 0.0312 0.0198 0.0191 7.0198 6.1012 Max Flow
3938u 0.0268 0.3744 1.0034 0.1407 0.1270 6.9137 5.5234 Max Flow
3836o 0.2712 0.0000 0.0146 0.1048 0.1041 6.1044 5.8154 Max Flow
3836u 0.2569 0.1036 0.2881 0.3560 0.2998 5.4319 4.9729 Max Flow
3635o 0.5120 0.0446 0.7090 0.0618 0.0577 5.8312 5.2577 Max Flow
3635u 0.3428 0.8548 0.1214 0.4005 0.2282 5.6539 4.6742 Max Flow
3533u 0.3481 0.4170 0.4764 0.4025 0.2479 4.6815 3.7879 Max Flow
2217o 0.3272 0.0000 0.4500 0.1518 0.1382 3.5385 3.0882 Max Flow
2217u 1.2439 0.3915 0.4180 0.6700 0.7500 3.4562 2.6416 Max Flow
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2019u 0.3887 1.0267 0.5531 0.4160 0.2538 6.7811 5.2049 Max Flow
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1918u 0.7266 0.5291 1.4544 0.5395 0.3950 5.1991 3.1906 Max Flow
1817o 0.5520 0.0000 0.0853 0.1374 0.1905 3.1915 3.0874 Max Flow
1817u 0.5311 0.1481 0.1631 0.4763 0.5232 3.0065 2.6958 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.1531 0.3291 0.4356 0.2881 0.2168 4.2692 3.5061 Max Flow
0706o 0.0490 0.0000 0.1267 0.0202 0.0200 5.0206 4.5427 Max Flow
0706u 0.0874 0.2575 0.2380 0.2302 0.1851 5.0015 4.5063 Max Flow
0604o 0.2323 0.0000 1.6972 0.0548 0.0430 4.5435 2.8430 Max Flow
0604u 0.3075 0.5226 1.7279 1.0012 0.3032 4.5019 2.2483 Max Flow
0504o 0.0093 0.0000 1.5033 0.0053 0.0046 4.3085 2.8046 Max Flow
0504u 0.1330 0.5779 1.1593 0.2728 0.2151 4.3034 2.5632 Max Flow
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0403u 1.1098 0.7143 0.1857 0.6429 0.4081 2.7110 1.8161 Max Flow
0302o 0.0416 0.0000 0.0321 0.0133 0.0374 1.8576 1.8233 Max Flow
0302u 0.7105 0.0585 0.0024 0.2838 0.1712 1.8574 1.7964 Max Flow
14b14ao 0.3692 0.0000 0.0708 0.0681 0.0647 3.0551 2.6192 Max Flow
14b14au 0.1193 0.2967 0.1706 0.2634 0.2311 3.0197 2.5506 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 41.0000 78.8333 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 6.3333 45.5000 68.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 10.3333 51.6667 58.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4440 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4241 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.0000 16.5000 103.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 70.6667 24.0000 25.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 68.1667 51.6667 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 35.3333 84.6667 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 1.8333 46.5000 71.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 95.5000 0.0000 1.0000 0.0000 22.3333 0.0000 None
2524 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 81.6667 1.3333 0.0000 25.1667 10.6667 0.0000 None
L575 64.3333 55.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 64.1667 51.5000 4.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 24.5000 95.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.5000 0.6667 61.5000 15.3333 0.0000 22.3333 19.6667 0.0000 None
1615 0.5000 22.6667 3.1667 2.0000 38.6667 0.0000 53.0000 0.0000 None
1614A 0.0000 64.0000 0.0000 25.5000 27.6667 2.6667 0.1667 0.0000 None
4514B 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 102.1667 17.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 111.0000 9.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 4.5000 106.5000 9.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 110.8333 9.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.3333 119.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 3.6667 116.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 101.3333 0.8333 0.0000 6.8333 9.8333 0.0000 None
0811 0.1667 6.1667 113.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 39.8333 47.5000 0.0000 20.6667 0.0000 12.0000 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 81.6667 1.0000 0.0000 26.6667 9.5000 0.0000 None
5352o 0.5000 11.0000 108.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.1667 1.0000 116.6667 0.0000 1.3333 0.0000 0.8333 0.0000 None
5238o 4.6667 21.0000 94.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.0000 1.1667 115.5000 0.0000 0.0000 0.0000 3.3333 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 83.0000 0.0000 0.0000 0.0000 35.8333 0.0000 None
5148u 4.5000 1.0000 61.1667 0.0000 43.6667 0.0000 9.6667 0.0000 None
5049u 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4948u 1.1667 0.0000 78.1667 1.8333 18.0000 19.1667 1.6667 0.0000 None
4845o 0.0000 24.0000 96.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 0.1667 119.8333 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 94.6667 3.0000 0.0000 3.3333 17.8333 0.0000 None
4645o 0.0000 1.5000 118.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 74.6667 3.8333 0.0000 39.0000 1.3333 0.0000 None
4140o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4140u 0.1667 1.0000 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 79.1667 12.3333 0.0000 24.1667 3.1667 0.0000 None
3938o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3938u 0.3333 0.8333 85.8333 0.0000 0.0000 0.0000 33.0000 0.0000 None
3836o 0.0000 25.3333 94.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 77.6667 0.1667 0.0000 39.5000 1.5000 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 79.3333 3.5000 0.0000 27.6667 8.5000 0.0000 None
3533u 0.5000 0.3333 84.3333 1.8333 0.0000 17.6667 15.3333 0.0000 None
2217o 2.6667 0.6667 116.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 73.6667 18.3333 0.1667 0.0000 26.0000 0.0000 1.8333 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 7.5000 16.5000 96.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.1667 53.3333 5.8333 7.8333 18.1667 33.6667 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 7.3333 112.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 98.0000 0.5000 0.0000 18.8333 1.5000 0.0000 None
0604o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.3333 0.8333 101.5000 0.0000 0.0000 0.0000 17.3333 0.0000 None
0302o 3.3333 6.6667 110.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 3.5000 100.1667 0.0000 14.6667 0.5000 0.0000 None
14b14ao 0.0000 2.6667 117.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
14b14au 0.0000 0.0000 64.5000 11.5000 0.0000 43.3333 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 79.5833 0.0000
5114b 11.4444 11.4444 70.3333 0.0000
4440 36.5069 36.5278 82.2500 0.0000
4342 118.3333 118.3333 1.1944 0.0000
4241 0.3333 0.3333 117.0417 0.0000
3736 38.8778 38.9111 2.3944 0.0000
3534 92.1389 92.1389 0.6389 0.0000
3422 0.0000 0.0000 0.0000 0.0000
3130 25.7500 25.7500 73.0972 0.0000
3024 0.0000 0.9683 83.9683 0.0000
3036 0.0000 7.8333 0.0000 0.0000
2827 0.1667 1.6667 56.3333 0.0000
2726 106.3611 106.3611 0.0000 0.0000
2629 45.1389 46.8611 0.0000 0.0000
2930 25.8889 26.0000 0.0000 0.0000
2725 0.0000 0.0000 90.2500 0.0000
2524 3.8611 3.9611 86.7500 0.0000
2422 78.3750 80.0972 3.0417 0.0000
L575 16.0278 16.0556 1.5833 0.0000
2117 3.9444 14.0000 53.7917 0.0000
1714B 0.0000 8.3889 0.0000 0.0000
1716 78.5833 89.1944 46.6250 0.0000
1615 24.8750 59.7083 0.0000 0.0000
1614A 0.0000 10.0556 0.0000 0.0000
4514B 24.4722 24.5000 75.0347 0.0000
4515 58.6250 59.5000 10.4583 0.0000
1502 2.0000 2.3750 44.8750 0.0000
14A13 60.4583 64.2500 0.0000 0.0000
1312 75.5278 88.1944 0.0000 0.0000
1211 105.6528 105.6806 0.0000 0.0000
1103 32.8333 42.7083 0.0000 0.0000
0912 96.5000 96.5000 0.0000 0.0000
0908 96.1667 100.5556 0.0833 0.0000
0811 95.6111 95.6389 0.1667 0.0000
0804 81.2778 97.1444 0.0000 0.0000
0201 9.3438 12.8716 0.0000 0.0000
50b50 0.0000 0.0000 0.0000 0.0000
49b40 102.7500 102.8611 10.3056 0.0000
51b50 104.5278 104.5278 107.1667 0.0000
L610 71.0417 74.6458 1.5833 0.0000
5352o 4.8889 5.1111 35.3611 0.0000
5352u 4.8750 5.6250 67.4167 0.0000
5238o 101.2500 101.3056 0.1667 0.0000
5238u 74.0417 74.4028 77.1111 0.0000
3851o 0.0000 0.0000 0.0000 0.0000
3851u 64.7917 64.7917 58.2500 0.0000
5148u 0.0000 0.0000 47.0417 0.0000
5049u 12.5833 17.9722 108.5764 0.0000
4948u 73.4167 74.2083 8.9167 0.0000
4845o 107.6042 107.6042 0.0000 0.0000
4845u 50.8333 57.5000 72.3750 0.0000
4746o 0.0000 0.0000 0.0000 0.0000
4746u 52.7500 73.0069 75.3194 0.0000
4645o 95.5000 95.5000 0.0000 0.0000
4645u 74.7500 74.7500 0.0000 0.0000
4140o 0.0000 0.0000 0.0000 0.0000
4140u 82.9028 86.1944 80.8056 0.0000
4038o 0.0000 0.0000 0.0000 0.0000
4038u 66.9931 70.0833 20.3194 0.0000
3938o 104.6389 104.6389 2.2222 0.0000
3938u 71.7361 72.9028 9.0833 0.0000
3836o 105.5000 105.5000 0.0000 0.0000
3836u 39.4931 77.1667 61.6667 0.0000
3635o 0.0000 95.6111 0.0000 0.0000
3635u 0.8333 1.8750 77.4722 0.0000
3533u 67.3542 75.2778 77.4444 0.0000
2217o 80.1667 80.1667 79.6389 0.0000
2217u 0.0000 0.0000 5.6389 0.0000
2019o 0.0000 0.0000 0.0000 0.0000
2019u 63.5833 110.3056 115.2500 0.0000
1918o 0.0000 0.0000 0.0000 0.0000
1918u 91.8333 91.9583 93.2778 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 0.0000 84.4444 2.7500 0.0000
1009o 0.0000 0.0000 0.0000 0.0000
1009u 80.7222 104.2083 108.1667 0.0000
0706o 104.7500 104.7500 0.0000 0.0000
0706u 77.5139 96.0833 8.7639 0.0000
0604o 0.1667 0.1667 104.9375 0.0000
0604u 90.8889 93.6944 94.7778 0.0000
0504o 0.0000 0.0000 3.1111 0.0000
0504u 94.5278 94.6667 6.1528 0.0000
0403o 0.0000 0.0000 0.0000 0.0000
0403u 34.0833 79.4127 79.7778 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 3.1250 100.3611 0.0833 0.0000
14b14ao 97.0000 97.0000 0.0000 0.0000
14b14au 56.3333 63.0417 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 0.1253 0.4135 0.0454 0.0002 0.0827 0.0000 0.0015 0.2001 0.0001 0.0664 9.0033 0.0026 0.1215
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 0.0788 0.2695 0.0788 0.0000 0.0420 0.0000 0.0000 0.1558 0.0000 0.0019 7.0101 0.0019 0.0159
5114b 0.0693 0.2371 0.0693 0.0000 0.0796 0.0000 0.0002 0.3358 0.0002 0.0098 16.7881 0.0098 0.0343
4440 0.0371 0.1492 0.0154 0.0081 0.1158 0.0000 0.2186 0.7762 0.0024 9.8379 34.9269 0.1068 0.2543
4342 0.0000 0.8318 0.0000 0.0000 0.0919 0.0000 0.0000 0.1105 0.0000 0.0000 2.6521 0.0000 0.0816
4241 0.0000 1.2253 0.0000 0.0000 0.1793 0.0000 0.0000 0.1464 0.0000 0.0000 3.5126 0.0000 0.0939
3736 0.0176 0.0815 0.0176 0.0013 0.0956 0.0013 0.0760 1.1728 0.0760 3.7988 58.6408 3.7988 0.2069
3534 0.0441 0.3260 0.0441 0.0000 0.4781 0.0000 0.0003 1.4666 0.0003 0.0075 40.3313 0.0075 0.0741
3422 0.0607 0.2853 0.0607 0.0000 0.2395 0.0000 0.0007 0.8396 0.0007 0.0294 33.5848 0.0294 0.0857
3130 0.0232 0.1093 0.0232 0.0000 0.1478 0.0000 0.0005 1.3518 0.0005 0.0256 74.3500 0.0256 0.0683
3036 0.0310 0.1191 0.0310 0.0074 0.1970 0.0074 0.2398 1.6543 0.2398 4.3157 29.7778 4.3157 0.2620
2827 0.0000 0.9789 0.0000 0.0000 0.1701 0.0000 0.0000 0.1738 0.0000 0.0000 8.6880 0.0000 0.0723
2726 0.0341 0.1394 0.0341 0.0000 0.2474 0.0000 0.0010 1.7749 0.0010 0.0100 17.7495 0.0100 0.0896
2629 0.0474 0.3017 0.0474 0.0001 0.2249 0.0001 0.0020 0.7454 0.0020 0.0900 33.5412 0.0900 0.1511
2930 0.0770 0.5543 0.0770 0.0008 0.4743 0.0008 0.0097 0.8557 0.0097 0.4680 41.0746 0.4680 0.1646
L575 0.0000 0.4304 0.0000 0.0000 0.3024 0.0000 0.0000 0.7025 0.0000 0.0000 42.1515 0.0000 0.1191
2117 0.0357 0.1886 0.0357 0.0000 0.1574 0.0000 0.0006 0.8348 0.0006 0.0060 8.3476 0.0060 0.0852
1714B 0.0340 0.1868 0.0340 0.0035 0.1888 0.0008 0.1021 1.0105 0.0224 2.8586 28.2952 0.6272 0.1835
4514B 0.0490 0.3256 0.0278 0.0102 0.2641 0.0002 0.2073 0.8113 0.0056 4.9748 19.4722 0.1338 0.1592
14A13 0.1591 0.4597 0.0000 0.0142 1.2667 0.0000 0.0894 2.7552 0.0000 0.8943 27.5518 0.0000 0.8896
1312 0.0000 0.4329 0.0000 0.0000 1.2748 0.0000 0.0000 2.9450 0.0000 0.0000 41.2306 0.0000 0.6234
1211 0.0000 0.2475 0.0000 0.0000 1.2282 0.0000 0.0000 4.9616 0.0000 0.0000 183.5778 0.0000 0.6915
1103 0.1248 0.3540 0.0000 0.0565 1.3062 0.0000 0.4527 3.6896 0.0000 15.8438 129.1361 0.0000 0.7669
0912 0.0010 0.0077 0.0010 0.0000 0.0095 0.0000 0.0008 1.2345 0.0008 0.0436 67.8965 0.0436 0.1260
0811 0.0192 0.1418 0.0192 0.0000 0.0666 0.0000 0.0001 0.4694 0.0001 0.0063 25.8147 0.0063 0.0479
0201 0.0795 1.1736 0.0808 0.0273 3.5862 0.0094 0.3431 3.0558 0.1166 3.4312 30.5576 1.1655 0.7479
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.