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d20y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:49.
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 82.8000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
2 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
4 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
5 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
6 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
7 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
8 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
9 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
10 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
11 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
12 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
13 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
14 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
15 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
16 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
17 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
18 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
20 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
21 N52#1 N52 10.000 .28000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
22 N52#2 N52 10.000 .56000E-01 25.00 4.000 0.020 0.045 0.000 0.000 0.00
23 N44#1 N44 50.000 .12200 100.00 1.000 0.020 0.045 0.000 0.000 0.00
24 N44#2 N44 50.000 .15600 11.00 1.000 0.020 0.045 0.000 0.000 0.00
25 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
26 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
27 N42#1 N42 50.000 .10000 100.00 1.000 0.020 0.045 0.000 0.000 0.00
28 N42#2 N42 50.000 .90000E-01 10.00 1.000 0.020 0.045 0.000 0.000 0.00
29 N40#1 N40 15.000 .35000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
30 N40#2 N40 8.0000 .19000E-01 15.00 2.000 0.020 0.045 0.000 0.000 0.00
31 N39#1 N39 12.000 .58000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
32 N39#2 N39 13.000 .86000E-01 26.00 4.000 0.020 0.045 0.000 0.000 0.00
33 N38#1 N38 8.0000 .98000E-01100.00 0.900 0.020 0.045 0.000 0.000 0.00
34 N38#2 N38 27.000 .15500 26.00 0.900 0.020 0.045 0.000 0.000 0.00
35 N51B#1 N51B 23.000 .51000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
36 N51B#2 N51B 23.000 .10100 25.00 3.000 0.020 0.045 0.000 0.000 0.00
37 N50B#1 N50B 25.000 .84000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
38 N50B#2 N50B 25.000 .24000E-01 20.00 3.000 0.020 0.045 0.000 0.000 0.00
39 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
40 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
41 N49B#1 N49B 23.000 .53000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
42 N49B#2 N49B 23.000 .10500 25.00 4.000 0.020 0.045 0.000 0.000 0.00
43 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
44 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
45 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
46 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
47 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
50 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
51 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
52 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
53 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
54 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
55 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
56 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
57 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
58 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
59 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
60 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
62 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
63 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
64 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
65 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
66 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
67 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
68 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
69 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
70 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
71 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
72 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
73 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
74 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
75 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
76 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N21#1 0.0010 2.0000 2.0000
2 N21#2 0.0010 2.0000 2.0000
3 N37#1 0.0010 2.0000 2.0000
4 N37#2 0.0010 2.0000 2.0000
5 N31#1 0.0010 2.0000 2.0000
6 N31#2 0.0010 2.0000 2.0000
7 N28#1 0.0010 2.0000 2.0000
8 N28#2 0.0010 2.0000 2.0000
9 N27#1 0.0010 2.0000 2.0000
10 N27#2 0.0010 2.0000 2.0000
11 N26#1 0.0010 2.0000 2.0000
12 N26#2 0.0010 2.0000 2.0000
13 N29#1 0.0010 2.0000 2.0000
14 N29#2 0.0010 2.0000 2.0000
15 N30#1 0.0010 2.0000 2.0000
16 N30#2 0.0010 2.0000 2.0000
17 N54#1 0.0010 2.0000 2.0000
18 N54#2 0.0010 2.0000 2.0000
19 N53#1 0.0010 2.0000 2.0000
20 N53#2 0.0010 2.0000 2.0000
21 N52#1 0.0010 2.0000 2.0000
22 N52#2 0.0010 2.0000 2.0000
23 N44#1 0.0010 2.0000 2.0000
24 N44#2 0.0010 2.0000 2.0000
25 N43#1 0.0010 2.0000 2.0000
26 N43#2 0.0010 2.0000 2.0000
27 N42#1 0.0010 2.0000 2.0000
28 N42#2 0.0010 2.0000 2.0000
29 N40#1 0.0010 2.0000 2.0000
30 N40#2 0.0010 2.0000 2.0000
31 N39#1 0.0010 2.0000 2.0000
32 N39#2 0.0010 2.0000 2.0000
33 N38#1 0.0010 2.0000 2.0000
34 N38#2 0.0010 2.0000 2.0000
35 N51B#1 0.0010 2.0000 2.0000
36 N51B#2 0.0010 2.0000 2.0000
37 N50B#1 0.0010 2.0000 2.0000
38 N50B#2 0.0010 2.0000 2.0000
39 N47#1 0.0010 2.0000 2.0000
40 N47#2 0.0010 2.0000 2.0000
41 N49B#1 0.0010 2.0000 2.0000
42 N49B#2 0.0010 2.0000 2.0000
43 N45#1 0.0010 2.0000 2.0000
44 N45#2 0.0010 2.0000 2.0000
45 N10#1 0.0010 2.0000 2.0000
46 N10#2 0.0010 2.0000 2.0000
47 N8#1 0.0010 2.0000 2.0000
48 N8#2 0.0010 2.0000 2.0000
49 N11#1 0.0010 2.0000 2.0000
50 N11#2 0.0010 2.0000 2.0000
51 N7#1 0.0010 2.0000 2.0000
52 N7#2 0.0010 2.0000 2.0000
53 N6#1 0.0010 2.0000 2.0000
54 N6#2 0.0010 2.0000 2.0000
55 N5#1 0.0010 2.0000 2.0000
56 N5#2 0.0010 2.0000 2.0000
57 N4#1 0.0010 2.0000 2.0000
58 N4#2 0.0010 2.0000 2.0000
59 N2#1 0.0010 2.0000 2.0000
60 N2#2 0.0010 2.0000 2.0000
61 N36#1 0.0010 2.0000 2.0000
62 N36#2 0.0010 2.0000 2.0000
63 N35#1 0.0010 2.0000 2.0000
64 N35#2 0.0010 2.0000 2.0000
65 N23#1 0.0010 2.0000 2.0000
66 N23#2 0.0010 2.0000 2.0000
67 N22#1 0.0010 2.0000 2.0000
68 N22#2 0.0010 2.0000 2.0000
69 N20#1 0.0010 2.0000 2.0000
70 N20#2 0.0010 2.0000 2.0000
71 N19#1 0.0010 2.0000 2.0000
72 N19#2 0.0010 2.0000 2.0000
73 N18#1 0.0010 2.0000 2.0000
74 N18#2 0.0010 2.0000 2.0000
75 N17#1 0.0010 2.0000 2.0000
76 N17#2 0.0010 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N40#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N40#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N39#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N39#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N51B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N51B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N50B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N50B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N49B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N49B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
71 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
72 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
73 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
74 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
75 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
76 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 76
Total Tributary Area (hectares). 13.39
Impervious Area (hectares)...... 6.48
Pervious Area (hectares)........ 6.90
Total Width (hectares).......... 2033.70
Percent Imperviousness.......... 48.42
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N37 No Tributary Channel/Pipes
Tributary Subareas........ N37#1 N37#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N27 No Tributary Channel/Pipes
Tributary Subareas........ N27#1 N27#2
N26 No Tributary Channel/Pipes
Tributary Subareas........ N26#1 N26#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N54 No Tributary Channel/Pipes
Tributary Subareas........ N54#1 N54#2
N53 No Tributary Channel/Pipes
Tributary Subareas........ N53#1 N53#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N44 No Tributary Channel/Pipes
Tributary Subareas........ N44#1 N44#2
N43 No Tributary Channel/Pipes
Tributary Subareas........ N43#1 N43#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N40 No Tributary Channel/Pipes
Tributary Subareas........ N40#1 N40#2
N39 No Tributary Channel/Pipes
Tributary Subareas........ N39#1 N39#2
N38 No Tributary Channel/Pipes
Tributary Subareas........ N38#1 N38#2
N51B No Tributary Channel/Pipes
Tributary Subareas........ N51B#1 N51B#2
N50B No Tributary Channel/Pipes
Tributary Subareas........ N50B#1 N50B#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N49B No Tributary Channel/Pipes
Tributary Subareas........ N49B#1 N49B#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N10 No Tributary Channel/Pipes
Tributary Subareas........ N10#1 N10#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N7 No Tributary Channel/Pipes
Tributary Subareas........ N7#1 N7#2
N6 No Tributary Channel/Pipes
Tributary Subareas........ N6#1 N6#2
N5 No Tributary Channel/Pipes
Tributary Subareas........ N5#1 N5#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
***********************************************************
* Hydrographs will be stored for the following 38 INLETS *
***********************************************************
N21 N37 N31 N28 N27 N26
N29 N30 N54 N53 N52 N44
N43 N42 N40 N39 N38 N51B
N50B N47 N49B N45 N10 N8
N11 N7 N6 N5 N4 N2
N36 N35 N23 N22 N20 N19
N18 N17
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 540
Final Julian Date = 1903001
Final time of day = 32400. seconds.
Final time of day = 9.00 hours.
Final running time = 9.0000 hours.
Final running time = 0.3750 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N21#1 1888 540 N21#2 3800 1080 N37#1 1900 540
N37#2 3804 1080 N31#1 1900 540 N31#2 3808 1080
N28#1 1900 540 N28#2 3804 1080 N27#1 1892 540
N27#2 3752 1080 N26#1 1888 540 N26#2 1844 540
N29#1 1904 540 N29#2 3776 1080 N30#1 1908 540
N30#2 3816 1080 N54#1 1920 540 N54#2 1876 540
N53#1 1732 540 N53#2 1884 540 N52#1 1916 540
N52#2 3816 1080 N44#1 1908 540 N44#2 3916 1080
N43#1 1888 540 N43#2 1884 540 N42#1 1912 540
N42#2 4148 1080 N40#1 1912 540 N40#2 4032 1080
N39#1 1908 540 N39#2 3808 1080 N38#1 1844 540
N38#2 3772 1080 N51B#1 1916 540 N51B#2 3816 1080
N50B#1 1912 540 N50B#2 4284 1080 N47#1 1924 540
N47#2 3760 1080 N49B#1 1920 540 N49B#2 3820 1080
N45#1 1924 540 N45#2 3768 1080 N10#1 1896 540
N10#2 1872 540 N8#1 1896 540 N8#2 1860 540
N11#1 1808 540 N11#2 3780 1080 N7#1 1892 540
N7#2 1860 540 N6#1 1876 540 N6#2 1800 540
N5#1 1896 540 N5#2 1872 540 N4#1 1892 540
N4#2 1860 540 N2#1 1888 540 N2#2 3768 1080
N36#1 1900 540 N36#2 3804 1080 N35#1 1916 540
N35#2 1916 540 N23#1 1892 540 N23#2 3820 1080
N22#1 1892 540 N22#2 1884 540 N20#1 1844 540
N20#2 1740 540 N19#1 1904 540 N19#2 3736 1080
N18#1 1884 540 N18#2 3764 1080 N17#1 1908 540
N17#2 3840 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 82.8000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.108361E+04 82.800
Total Infiltration 1.358481E+02 1.015
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.095129E+04 81.811
Total Water remaining in Surface Storage 3.512572E+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......... 1.109065E+04 82.853
Total Precipitation + Initial Storage. 1.108361E+04 82.800
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0635
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 1.095129E+04 81.811
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 1.094663E+04 81.777
Initial Storage + Inflow.................... 1.095129E+04 81.811
Final Storage + Outflow + Diverted GW....... 1.094663E+04 81.777
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0426
##################################################
# 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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.87685 0.00000 80.86772 0.00000 80.86977
Total Losses (mm)...... 0.00000 1.91306 0.00000 1.91844 0.00000 1.91732
Remaining Depth (mm)... 0.00000 0.01009 0.00000 0.01384 0.00000 0.01292
Peak Runoff Rate (cms). 0.00000 0.09080 0.00000 0.05484 0.00000 0.08339
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.83494 82.86940 82.85624 82.90454 82.85621 82.90653
Peak Runoff Rate (cms). 0.00061 0.11495 0.05637 0.02495 0.08267 0.03782
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.83494 82.86940 82.85624 82.90454 82.85621 82.90653
Peak Runoff Rate (cms). 0.00061 0.11495 0.05637 0.02495 0.08267 0.03782
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) 82.83494 81.97275 82.85624 81.47877 82.85621 81.48080
Peak Runoff Rate (cms). 0.00061 0.20576 0.05637 0.07979 0.08267 0.12120
Unit Runoff (mm/hr).... 220.64196 226.33542 227.35722 222.79940 227.35000 223.33899
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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.86709 0.00000 80.83139 0.00000 80.81782
Total Losses (mm)...... 0.00000 1.91878 0.00000 1.93186 0.00000 1.93471
Remaining Depth (mm)... 0.00000 0.01413 0.00000 0.03675 0.00000 0.04747
Peak Runoff Rate (cms). 0.00000 0.10248 0.00000 0.17009 0.00000 0.01920
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.85657 82.91449 82.84049 82.86712 82.83513 0.00000
Peak Runoff Rate (cms). 0.09523 0.03633 0.12819 0.10292 0.01398 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.85657 82.91449 82.84049 82.86712 82.83513 0.00000
Peak Runoff Rate (cms). 0.09523 0.03633 0.12819 0.10292 0.01398 0.00040
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) 82.85657 81.37894 82.84049 81.54389 82.83513 80.81782
Peak Runoff Rate (cms). 0.09523 0.13881 0.12819 0.27301 0.01398 0.01920
Unit Runoff (mm/hr).... 227.43650 221.97874 222.64569 213.12917 220.70980 199.09316
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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.84473 0.00000 80.87890 0.00000 80.85207
Total Losses (mm)...... 0.00000 1.92815 0.00000 1.91173 0.00000 1.92558
Remaining Depth (mm)... 0.00000 0.02712 0.00000 0.00937 0.00000 0.02235
Peak Runoff Rate (cms). 0.00000 0.16746 0.00000 0.06671 0.00000 0.12415
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.86499 82.86351 82.87062 82.92136 82.90794 0.00000
Peak Runoff Rate (cms). 0.08334 0.13243 0.05831 0.02576 0.00064 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.86499 82.86351 82.87062 82.92136 82.90794 0.00000
Peak Runoff Rate (cms). 0.08334 0.13243 0.05831 0.02576 0.00064 0.00002
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) 82.86499 81.69262 82.87062 81.43037 82.90794 80.85207
Peak Runoff Rate (cms). 0.08334 0.29989 0.05831 0.09246 0.00064 0.12415
Unit Runoff (mm/hr).... 229.19354 217.72194 230.08241 225.26737 232.29755 212.58461
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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.86206 0.00000 80.87567 0.00000 80.86347
Total Losses (mm)...... 0.00000 1.92132 0.00000 1.91381 0.00000 1.92063
Remaining Depth (mm)... 0.00000 0.01663 0.00000 0.01052 0.00000 0.01590
Peak Runoff Rate (cms). 0.00000 0.13902 0.00000 0.02564 0.00000 0.08305
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.64930 0.00000 82.89354 82.92235 82.87030 82.93863
Peak Runoff Rate (cms). 0.00045 0.00000 0.01789 0.00896 0.07731 0.01099
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.64930 0.00000 82.89354 82.92235 82.87030 82.93863
Peak Runoff Rate (cms). 0.00045 0.00001 0.01789 0.00896 0.07731 0.01099
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) 82.64930 80.86206 82.89354 81.38734 82.87030 81.09174
Peak Runoff Rate (cms). 0.00045 0.13902 0.01789 0.03460 0.07731 0.09403
Unit Runoff (mm/hr).... 162.80314 216.58050 231.94639 224.28692 230.03801 218.81422
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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.86320 0.00000 80.88625 0.00000 80.89131
Total Losses (mm)...... 0.00000 1.92076 0.00000 1.90659 0.00000 1.90275
Remaining Depth (mm)... 0.00000 0.01603 0.00000 0.00716 0.00000 0.00594
Peak Runoff Rate (cms). 0.00000 0.12436 0.00000 0.05015 0.00000 0.01005
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.83494 0.00000 82.87847 82.92942 82.88654 82.93755
Peak Runoff Rate (cms). 0.00061 0.00000 0.06363 0.00576 0.02233 0.00182
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.83494 0.00000 82.87847 82.92942 82.88654 82.93755
Peak Runoff Rate (cms). 0.00061 0.00002 0.06363 0.00576 0.02233 0.00182
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) 82.83494 80.86320 82.87847 81.09056 82.88654 81.19825
Peak Runoff Rate (cms). 0.00061 0.12436 0.06363 0.05591 0.02233 0.01188
Unit Runoff (mm/hr).... 220.64196 217.02759 230.99111 225.51602 231.60573 226.94278
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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.86914 0.00000 80.83754 0.00000 80.87977
Total Losses (mm)...... 0.00000 1.91767 0.00000 1.93028 0.00000 1.91115
Remaining Depth (mm)... 0.00000 0.01319 0.00000 0.03217 0.00000 0.00908
Peak Runoff Rate (cms). 0.00000 0.03844 0.00000 0.06532 0.00000 0.04651
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.87069 82.91423 82.78701 82.88855 82.89738 82.92597
Peak Runoff Rate (cms). 0.03676 0.01431 0.05450 0.02573 0.03261 0.01617
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.87069 82.91423 82.78701 82.88855 82.89738 82.92597
Peak Runoff Rate (cms). 0.03676 0.01431 0.05450 0.02573 0.03261 0.01617
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) 82.87069 81.40086 82.78701 81.37081 82.89738 81.39132
Peak Runoff Rate (cms). 0.03676 0.05276 0.05450 0.09104 0.03261 0.06268
Unit Runoff (mm/hr).... 230.09265 222.67997 201.88669 213.21951 232.07721 225.27860
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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.94012 0.00000 80.81970 0.00000 80.88403
Total Losses (mm)...... 0.00000 1.85884 0.00000 1.93436 0.00000 1.90820
Remaining Depth (mm)... 0.00000 0.00104 0.00000 0.04594 0.00000 0.00777
Peak Runoff Rate (cms). 0.00000 0.01218 0.00000 0.14894 0.00000 0.04863
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.87974 82.90775 82.91924 82.89833 82.90190 82.92952
Peak Runoff Rate (cms). 0.05348 0.00307 0.02305 0.03798 0.03390 0.01681
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.87974 82.90775 82.91924 82.89833 82.90190 82.92952
Peak Runoff Rate (cms). 0.05348 0.00307 0.02305 0.03798 0.03390 0.01681
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) 82.87974 81.33365 82.91924 81.19385 82.90190 81.39540
Peak Runoff Rate (cms). 0.05348 0.01525 0.02305 0.18692 0.03390 0.06543
Unit Runoff (mm/hr).... 231.10684 230.70996 232.39616 205.61247 232.19277 226.21786
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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.82792 0.00000 80.84654 0.00000 80.83697
Total Losses (mm)...... 0.00000 1.93266 0.00000 1.92756 0.00000 1.93044
Remaining Depth (mm)... 0.00000 0.03941 0.00000 0.02590 0.00000 0.03259
Peak Runoff Rate (cms). 0.00000 0.13936 0.00000 0.06374 0.00000 0.05688
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.92340 82.90280 82.85220 0.00000 82.84702 0.00000
Peak Runoff Rate (cms). 0.02113 0.03500 0.14339 0.00000 0.13624 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.92340 82.90280 82.85220 0.00000 82.84702 0.00000
Peak Runoff Rate (cms). 0.02113 0.03500 0.14339 0.00406 0.13624 0.00386
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) 82.92340 81.20140 82.85220 80.84654 82.84702 80.83697
Peak Runoff Rate (cms). 0.02113 0.17436 0.14339 0.06374 0.13624 0.05688
Unit Runoff (mm/hr).... 232.41308 208.20441 226.31250 210.34399 224.80045 206.48959
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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.81412 0.00000 80.83802 0.00000 80.78475
Total Losses (mm)...... 0.00000 1.93536 0.00000 1.93015 0.00000 1.93937
Remaining Depth (mm)... 0.00000 0.05052 0.00000 0.03183 0.00000 0.07588
Peak Runoff Rate (cms). 0.00000 0.40189 0.00000 0.05586 0.00000 0.15245
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.75117 82.93186 82.84549 0.00000 82.81737 0.00000
Peak Runoff Rate (cms). 0.00052 0.04108 0.12977 0.00000 0.40451 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.75117 82.93186 82.84549 0.00000 82.81737 0.00000
Peak Runoff Rate (cms). 0.00052 0.04108 0.12977 0.00367 0.40451 0.01145
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) 82.75117 80.98354 82.84549 80.83802 82.81737 80.78475
Peak Runoff Rate (cms). 0.00052 0.44297 0.12977 0.05586 0.40451 0.15245
Unit Runoff (mm/hr).... 189.51291 200.49926 224.32011 206.90901 213.73932 187.58976
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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.84349 0.00000 80.83658 0.00000 80.81954
Total Losses (mm)...... 0.00000 1.92854 0.00000 1.93055 0.00000 1.93439
Remaining Depth (mm)... 0.00000 0.02796 0.00000 0.03288 0.00000 0.04607
Peak Runoff Rate (cms). 0.00000 0.05933 0.00000 0.11027 0.00000 0.16342
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.84976 0.00000 82.84508 0.00000 82.83494 82.92590
Peak Runoff Rate (cms). 0.13985 0.00000 0.28039 0.00000 0.00061 0.02113
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.84976 0.00000 82.84508 0.00000 82.83494 82.92590
Peak Runoff Rate (cms). 0.13985 0.00396 0.28039 0.00794 0.00061 0.02113
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) 82.84976 80.84349 82.84508 80.83658 82.83494 81.03017
Peak Runoff Rate (cms). 0.13985 0.05933 0.28039 0.11027 0.00061 0.18455
Unit Runoff (mm/hr).... 225.62410 209.10899 224.18687 206.33442 220.64196 203.00501
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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.86555 0.00000 80.93080 0.00000 80.89862
Total Losses (mm)...... 0.00000 1.91959 0.00000 1.86776 0.00000 1.89685
Remaining Depth (mm)... 0.00000 0.01487 0.00000 0.00144 0.00000 0.00453
Peak Runoff Rate (cms). 0.00000 0.07450 0.00000 0.01331 0.00000 0.16660
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.85734 82.90873 82.89632 0.00000 82.84586 82.89193
Peak Runoff Rate (cms). 0.06584 0.02937 0.03196 0.00000 0.00062 0.20764
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.85734 82.90873 82.89632 0.00000 82.84586 82.89193
Peak Runoff Rate (cms). 0.06584 0.02937 0.03196 0.00091 0.00062 0.20764
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) 82.85734 81.41721 82.89632 80.93080 82.84586 81.99494
Peak Runoff Rate (cms). 0.06584 0.10388 0.03196 0.01331 0.00062 0.37424
Unit Runoff (mm/hr).... 227.61970 221.81144 232.04445 230.09190 224.43751 229.86501
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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.86539 0.00000 80.70035 0.00000 80.80860
Total Losses (mm)...... 0.00000 1.91966 0.00000 1.94538 0.00000 1.93626
Remaining Depth (mm)... 0.00000 0.01494 0.00000 0.15427 0.00000 0.05514
Peak Runoff Rate (cms). 0.00000 0.12784 0.00000 0.14187 0.00000 0.24777
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.84120 0.00000 82.78632 0.00000 82.86751 82.85605
Peak Runoff Rate (cms). 0.00061 0.00000 0.40493 0.00000 0.07844 0.15495
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.84120 0.00000 82.78632 0.00000 82.86751 82.85605
Peak Runoff Rate (cms). 0.00061 0.00002 0.40493 0.01147 0.07844 0.15495
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) 82.84120 80.86539 82.78632 80.70035 82.86751 81.52521
Peak Runoff Rate (cms). 0.00061 0.12784 0.40493 0.14187 0.07844 0.40273
Unit Runoff (mm/hr).... 222.89122 217.87174 201.63236 164.53754 229.61816 206.77695
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).... 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.80971 0.00000 80.84618
Total Losses (mm)...... 0.00000 1.93609 0.00000 1.92768
Remaining Depth (mm)... 0.00000 0.05420 0.00000 0.02614
Peak Runoff Rate (cms). 0.00000 0.20908 0.00000 0.05733
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.82954 82.92185 82.87120 82.93565
Peak Runoff Rate (cms). 0.05419 0.02753 0.01712 0.00704
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.82954 82.92185 82.87120 82.93565
Peak Runoff Rate (cms). 0.05419 0.02753 0.01712 0.00704
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) 82.82954 81.02093 82.87120 81.05513
Peak Runoff Rate (cms). 0.05419 0.23661 0.01712 0.06437
Unit Runoff (mm/hr).... 218.57872 199.74855 230.16272 212.42264
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
250.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| |
| ##### |
| # # |
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200.000 = # # =
| # # |
| # # |
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| # # |
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| # # |
| ###### # # |
| # # # # |
| # # # # |
150.000 = # # # # =
| # # # # |
| # # # # |
RAINFALL | # # # # |
| # # # # |
IN | # # # # |
| # ##### # |
MM/HR | # # |
| # # |
| # # |
100.000 = # ##### =
| # # |
| # ##### |
| # # |
| # # |
| # # |
| ##### # |
| # # |
| # # |
| # ##### |
50.000 = # ###### =
| # # |
##### # |
# # |
# ##### |
# ##### |
# ##### |
# # |
# # |
# # |
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 115.0000
N53 2.5216 6.3039 85.0000
N52 1.3659 3.4147 5.0000
N38 1.0704 2.6761 65.0000
N51B 3.1299 7.8249 110.0000
N48 3.0064 7.5161 205.0000
N50B 3.4548 8.6371 200.0000
N49B 1.7382 4.3456 120.0000
N47 0.9410 2.3524 175.0000
N46 0.5304 1.3259 15.0000
N45 1.7868 4.4671 0.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 1.6426 4.1065 10.0000
N44 50.0000 50.0000 0.0000
N40 2.2020 5.5049 135.0000
N39 1.7293 4.3233 25.0000
N37 50.0000 50.0000 0.0000
N36 0.3484 0.8710 5.0000
N35 0.8792 2.1979 10.0000
N34 2.8251 7.0628 25.0000
N33 1.4360 3.5900 3790.0000
N31 50.0000 50.0000 0.0000
N30 0.1414 0.3535 85.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 1.4592 3.6480 15.0000
N26 43.2316 50.0000 0.0000
N25 1.7013 4.2532 0.0000
N24 0.6637 1.6591 115.0000
N23 29.2432 50.0000 0.0000
N22 0.3000 0.7501 25.0000
N21 2.1883 5.4709 105.0000
N20 0.6901 1.7252 130.0000
N19 0.4715 1.1787 290.0000
N18 1.7552 4.3881 50.0000
N17 2.4557 6.1393 115.0000
N16 3.3215 8.3038 0.0000
N15 8.6580 21.6449 0.0000
N14B 0.5966 1.4915 270.0000
N14A 13.6536 34.1340 0.0000
N13 30.9314 50.0000 0.0000
N12 22.0024 50.0000 0.0000
N11 43.2287 50.0000 0.0000
N10 1.2728 3.1819 55.0000
N9 1.7971 4.4927 230.0000
N8 1.2998 3.2494 10.0000
N7 1.0975 2.7437 150.0000
N6 1.2386 3.0965 20.0000
N5 1.8664 4.6659 435.0000
N4 0.8000 2.0000 5.0000
N3 29.3593 50.0000 0.0000
N2 35.3081 50.0000 0.0000
N1 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N51 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N33
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 32.2173 32.2173 50.0000 3.5000 0.0006 0.2289 Normal Soln
5047 50.0000 50.0000 50.0000 0.0000 -0.0006 0.0100 Normal Soln
4946 50.0000 50.0000 50.0000 0.0000 0.0012 0.0641 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0009 0.0644 Normal Soln
4440 25.8807 25.8807 38.3658 0.0000 0.0023 0.0387 Normal Soln
4342 15.2963 15.2963 26.8209 0.0000 -0.0013 0.0295 Normal Soln
4241 11.7969 11.7969 18.2339 0.0000 -0.0018 0.0667 Normal Soln
3736 36.9386 36.9386 50.0000 0.0000 -0.0013 0.0201 Normal Soln
3534 16.3027 16.3027 45.5639 0.0000 0.0184 0.1119 Normal Soln
3422 20.0198 20.0198 50.0000 0.0000 0.0114 1.0358 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0025 0.0355 Normal Soln
3024 7.7197 7.7197 18.9817 0.0000 -0.0178 2.1162 Normal Soln
3036 12.1425 12.1425 50.0000 0.0000 -0.0139 0.3888 Normal Soln
2827 29.8165 29.8165 47.8327 0.0000 -0.0015 0.0330 Normal Soln
2726 8.0735 8.0735 49.8976 0.0000 0.0078 0.0508 Normal Soln
2629 33.0793 33.0793 50.0000 0.0000 0.0022 0.3326 Normal Soln
2930 28.9084 28.9084 50.0000 0.0000 -0.0043 0.1301 Normal Soln
2725 4.9435 4.9435 12.3710 0.0000 0.0041 2.3868 Normal Soln
2524 14.4512 14.4512 32.9380 0.0000 0.0039 2.1618 Normal Soln
2422 6.2794 6.2794 18.2140 0.0000 0.0170 1.7759 Normal Soln
L575 49.8008 49.8008 50.0000 0.0000 -0.0039 0.2056 Normal Soln
2117 6.7933 6.7933 23.9547 0.0000 0.0033 0.0685 Normal Soln
1714B 16.9321 16.9321 50.0000 0.0000 0.0142 0.4153 Normal Soln
1716 4.5888 4.5888 12.5643 0.0000 -0.0195 1.5385 Normal Soln
1615 3.8881 3.8881 9.7985 0.0000 0.0068 3.6422 Normal Soln
1614A 1.7571 1.7571 5.2152 29.5000 0.0098 3.3400 Normal Soln
4514B 16.2884 16.2884 27.5419 0.0000 0.0029 0.0286 Normal Soln
4515 5.7966 5.7966 13.5817 0.0000 0.0018 2.0937 Normal Soln
1502 14.9977 14.9977 32.7517 0.0000 0.0082 4.7042 Normal Soln
14A13 4.0241 4.0241 18.3954 0.0000 -0.0110 0.3204 Normal Soln
1312 6.2565 6.2565 27.7222 0.0000 0.0103 0.3339 Normal Soln
1211 15.4095 15.4095 50.0000 0.0000 0.0087 0.2262 Normal Soln
1103 15.6787 15.6787 50.0000 0.0000 0.0085 0.1532 Normal Soln
0912 28.5738 28.5738 50.0000 0.0000 -0.0014 0.0153 Normal Soln
0908 11.4108 11.4108 41.7934 0.0000 0.0033 2.2464 Normal Soln
0811 33.0912 33.0912 50.0000 0.0000 0.0030 0.0589 Normal Soln
0804 10.7465 10.7465 33.1668 0.0000 -0.0041 2.9259 Normal Soln
0201 3.0583 3.0583 7.3193 0.0000 -0.0382 0.0756 Normal Soln
50b50 11.3420 11.3420 20.5881 0.0000 -0.0013 0.0025 Normal Soln
49b40 7.7375 7.7375 11.6461 0.0000 0.0031 0.0167 Normal Soln
51b50 6.8736 6.8736 10.0870 0.0000 0.0042 0.0178 Normal Soln
L610 7.8928 7.8928 22.8754 0.0000 0.0071 2.2887 Normal Soln
5352o 15.2906 15.2906 29.1454 0.0000 -0.0016 0.3832 Normal Soln
5352u 6.7120 6.7120 16.8936 0.0000 0.0014 3.6230 Normal Soln
5238o 16.4860 16.4860 33.5554 0.0000 -0.0020 0.2827 Normal Soln
5238u 8.0986 8.0986 22.4991 0.0000 0.0013 2.3782 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.1103 11.1103 36.8664 0.0000 -0.0078 2.5432 Normal Soln
5148u 4.1033 4.1033 12.4380 0.0000 0.0013 4.4623 Normal Soln
5049u 12.9680 12.9680 26.3069 0.0000 0.0010 2.3829 Normal Soln
4948u 3.8771 3.8771 11.7470 0.0000 0.0025 3.0779 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 -0.0003 0.0145 Normal Soln
4845u 12.7034 12.7034 37.5264 0.0000 0.0015 1.8884 Normal Soln
4746o 48.4914 48.4914 50.0000 0.0000 -0.0001 0.0001 Normal Soln
4746u 5.4642 5.4642 18.1724 0.0000 0.0025 1.8186 Normal Soln
4645o 36.3925 36.3925 50.0000 0.0000 -0.0013 0.0074 Normal Soln
4645u 7.1212 7.1212 24.6118 0.0000 -0.0049 2.4250 Normal Soln
4140o 31.5033 31.5033 50.0000 0.0000 -0.0014 0.0086 Normal Soln
4140u 6.3210 6.3210 16.9432 0.0000 0.0054 1.6866 Normal Soln
4038o 50.0000 50.0000 50.0000 0.0000 0.0024 0.0231 Normal Soln
4038u 14.2197 14.2197 46.6598 0.0000 -0.0051 2.4277 Normal Soln
3938o 38.8180 38.8180 50.0000 0.0000 0.0109 0.0279 Normal Soln
3938u 8.6016 8.6016 26.6646 0.0000 -0.0042 2.7377 Normal Soln
3836o 27.7578 27.7578 50.0000 0.0000 0.0031 0.1031 Normal Soln
3836u 7.9849 7.9849 23.9483 0.0000 0.0294 2.9576 Normal Soln
3635o 6.6009 6.6009 11.9249 0.0000 0.0227 0.0079 Normal Soln
3635u 1.7857 1.7857 4.6359 87.0000 -0.0218 1.3891 Normal Soln
3533u 5.9909 5.9909 14.9692 0.0000 0.0049 1.4282 Normal Soln
2217o 18.2157 18.2157 33.8453 0.0000 0.0086 0.1943 Normal Soln
2217u 5.2144 5.2144 12.6658 0.0000 -0.0454 4.8681 Normal Soln
2019o 23.3602 23.3602 38.5704 0.0000 -0.0057 0.0393 Normal Soln
2019u 5.1533 5.1533 11.4913 0.0000 0.0159 1.6368 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0020 0.0056 Normal Soln
1918u 16.0209 16.0209 37.0242 0.0000 0.0172 2.0699 Normal Soln
1817o 14.7449 14.7449 38.4603 0.0000 0.0051 0.1821 Normal Soln
1817u 4.2323 4.2323 11.7259 0.0000 -0.0160 3.6691 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 -0.0012 0.0042 Normal Soln
1009u 10.3995 10.3995 30.0651 0.0000 -0.0092 1.9110 Normal Soln
0706o 31.0165 31.0165 50.0000 0.0000 -0.0018 0.0313 Normal Soln
0706u 6.7927 6.7927 24.4281 0.0000 0.0019 1.9139 Normal Soln
0604o 32.0219 32.0219 50.0000 0.0000 -0.0052 0.0926 Normal Soln
0604u 9.6869 9.6869 20.7779 0.0000 0.0033 2.2702 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0016 0.0165 Normal Soln
0504u 12.4462 12.4462 34.4272 0.0000 0.0026 2.1754 Normal Soln
0403o 16.1266 16.1266 35.1945 0.0000 0.0034 0.0562 Normal Soln
0403u 3.4120 3.4120 7.8106 0.0000 -0.0227 1.2277 Normal Soln
0302o 6.0929 6.0929 16.5276 0.0000 -0.0104 1.1850 Normal Soln
0302u 2.7282 2.7282 11.9102 0.0000 -0.0045 0.6090 Normal Soln
14b14ao 6.8409 6.8409 30.7395 0.0000 0.0115 0.0470 Normal Soln
14b14au 1.9499 1.9499 6.0144 0.0000 -0.0148 3.2917 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/ 0.02 / 6.12/
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/ 0.05 / 0.98/
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/ 0.03 / 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/ 0.01*/ 1817o/ 0.00 /
1817u/ 0.01 / 1009o/ 0.00*/ 1009u/ 0.00*/
0706o/ 0.00*/ 0706u/ 0.00*/ 0604o/ 0.00 /
0604u/ 0.00*/ 0504o/ 0.00*/ 0504u/ 0.00*/
0403o/ 0.00 / 0403u/ 0.00 / 0302o/ 0.00 /
0302u/ 0.01 / 14b14ao/ 0.00*/ 14b14au/ 0.00*/
FREE # 1/ 0.03 /
Conduit/ Velocity
5453/ 0.09 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.18 / 4342/ 0.13 /
4241/ 0.19 / 3736/ 0.10 / 3534/ 0.00 /
3422/ 0.03 / 3130/ 0.03 / 3024/ 0.71 /
3036/ 0.00 / 2827/ 0.13 / 2726/ 0.00 /
2629/ 0.07 / 2930/ 0.23 / 2725/ 0.49 /
2524/ 0.61 / 2422/ 0.35 / L575/ 0.08 /
2117/ 0.03 / 1714B/ 0.00 / 1716/ 0.79 /
1615/ 0.47 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.20 / 1502/ 0.55 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.05 /
0912/ 0.00 / 0908/ 0.21 / 0811/ 0.00 /
0804/ 0.20 / 0201/ 0.31 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.19 /
5352o/ 0.00 / 5352u/ 0.64 / 5238o/ 0.00 /
5238u/ 0.50 / 3851o/ 0.00 / 3851u/ 0.43 /
5148u/ 0.44 / 5049u/ 0.16 / 4948u/ 0.08 /
4845o/ 0.00 / 4845u/ 0.52 / 4746o/ 0.00 /
4746u/ 0.37 / 4645o/ 0.00 / 4645u/ 0.19 /
4140o/ 0.00 / 4140u/ 0.29 / 4038o/ 0.00 /
4038u/ 0.28 / 3938o/ 0.00 / 3938u/ 0.10 /
3836o/ 0.00 / 3836u/ 0.44 / 3635o/ 0.00 /
3635u/ 0.73 / 3533u/ 0.63 / 2217o/ 0.00 /
2217u/ 0.46 / 2019o/ 0.00 / 2019u/ 0.88 /
1918o/ 0.00 / 1918u/ 0.64 / 1817o/ 0.00 /
1817u/ 0.60 / 1009o/ 0.00 / 1009u/ 0.29 /
0706o/ 0.00 / 0706u/ 0.20 / 0604o/ 0.00 /
0604u/ 0.64 / 0504o/ 0.00 / 0504u/ 0.14 /
0403o/ 0.00 / 0403u/ 0.82 / 0302o/ 0.00 /
0302u/ 0.06 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Width
5453/ 0.41 / 5047/ 0.01 / 4946/ 0.01 /
5114b/ 0.01 / 4440/ 0.13 / 4342/ 0.20 /
4241/ 0.19 / 3736/ 0.17 / 3534/ 8.91 /
3422/ 2.87 / 3130/ 0.59 / 3024/ 0.19 /
3036/ 3.16 / 2827/ 0.24 / 2726/ 8.93 /
2629/ 1.40 / 2930/ 0.94 / 2725/ 0.16 /
2524/ 0.16 / 2422/ 0.30 / L575/ 0.69 /
2117/ 0.29 / 1714B/ 1.66 / 1716/ 0.46 /
1615/ 0.48 / 1614A/ 0.33 / 4514B/ 0.06 /
4515/ 0.22 / 1502/ 0.51 / 14A13/ 0.19 /
1312/ 0.01 / 1211/ 0.24 / 1103/ 0.84 /
0912/ 0.25 / 0908/ 0.15 / 0811/ 0.01 /
0804/ 0.20 / 0201/ 1.66 / 50b50/ 0.00 /
49b40/ 0.45 / 51b50/ 0.49 / L610/ 0.24 /
5352o/ 0.05 / 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/ 0.74 / 4845u/ 0.15 / 4746o/ 0.01 /
4746u/ 0.12 / 4645o/ 0.04 / 4645u/ 0.14 /
4140o/ 0.00 / 4140u/ 0.15 / 4038o/ 0.00 /
4038u/ 0.18 / 3938o/ 0.02 / 3938u/ 0.08 /
3836o/ 0.07 / 3836u/ 0.18 / 3635o/ 0.01 /
3635u/ 0.18 / 3533u/ 0.18 / 2217o/ 0.30 /
2217u/ 0.39 / 2019o/ 0.27 / 2019u/ 0.21 /
1918o/ 0.09 / 1918u/ 0.29 / 1817o/ 0.12 /
1817u/ 0.33 / 1009o/ 0.04 / 1009u/ 0.15 /
0706o/ 0.14 / 0706u/ 0.14 / 0604o/ 0.21 /
0604u/ 0.19 / 0504o/ 0.16 / 0504u/ 0.15 /
0403o/ 0.34 / 0403u/ 0.30 / 0302o/ 0.02 /
0302u/ 1.50 / 14b14ao/ 0.01 / 14b14au/ 0.17 /
Junction/ EGL
N54/ 0.02 / N53/ 1.01 / N52/ 0.04 /
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/ 0.32 /
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/ 0.13 /
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/ 0.05 / N2/ 0.08 / N1/ 0.05 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Junction/ Freeboard
N54/ 1.08 / N53/ 2.58 / N52/ 3.88 /
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/ 9.02 /
N50/ 4.30 / N49/ 5.00 / N51/ 5.20 /
Junction/ Max Volume
N54/ 0.16 / N53/ 1.10 / N52/ 1.11 /
N38/ 1.13 / N51B/ 1.22 / N48/ 1.01 /
N50B/ 1.21 / N49B/ 1.22 / N47/ 1.01 /
N46/ 1.06 / N45/ 1.11 / N43/ 0.08 /
N42/ 0.11 / N41/ 1.05 / N44/ 0.09 /
N40/ 1.07 / N39/ 1.03 / N37/ 0.07 /
N36/ 1.38 / N35/ 1.29 / N34/ 0.48 /
N33/ 2.01 / N31/ 0.02 / N30/ 1.66 /
N29/ 0.14 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.22 / N25/ 0.84 / N24/ 1.62 /
N23/ 0.12 / N22/ 1.79 / N21/ 1.18 /
N20/ 1.03 / N19/ 1.55 / N18/ 1.33 /
N17/ 1.43 / N16/ 1.86 / N15/ 1.27 /
N14B/ 1.31 / N14A/ 1.23 / N13/ 0.80 /
N12/ 0.79 / N11/ 0.95 / N10/ 1.01 /
N9/ 1.02 / N8/ 1.05 / N7/ 1.03 /
N6/ 1.06 / N5/ 1.02 / N4/ 1.15 /
N3/ 0.88 / N2/ 0.88 / N1/ 0.88 /
N50/ 0.01 / 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/ 0.05 / 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/ 0.02 / 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/ 0.20 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.05 / 4342/ 0.04 /
4241/ 0.04 / 3736/ 0.07 / 3534/ 0.09 /
3422/ 1.83 / 3130/ 0.39 / 3024/ 0.15 /
3036/ 0.00 / 2827/ 0.10 / 2726/ 0.06 /
2629/ 0.73 / 2930/ 0.36 / 2725/ 0.06 /
2524/ 0.15 / 2422/ 0.37 / L575/ 0.25 /
2117/ 0.06 / 1714B/ 0.00 / 1716/ 0.54 /
1615/ 0.84 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.40 / 1502/ 3.01 / 14A13/ 0.08 /
1312/ 0.00 / 1211/ 0.30 / 1103/ 1.49 /
0912/ 0.00 / 0908/ 0.08 / 0811/ 0.00 /
0804/ 0.17 / 0201/ 0.85 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.36 /
5352o/ 0.00 / 5352u/ 0.04 / 5238o/ 0.00 /
5238u/ 0.06 / 3851o/ 0.00 / 3851u/ 0.13 /
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/ 0.14 / 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/ 0.53 / 2019o/ 0.00 / 2019u/ 0.12 /
1918o/ 0.00 / 1918u/ 0.87 / 1817o/ 0.00 /
1817u/ 0.24 / 1009o/ 0.00 / 1009u/ 0.05 /
0706o/ 0.00 / 0706u/ 0.05 / 0604o/ 0.00 /
0604u/ 0.20 / 0504o/ 0.00 / 0504u/ 0.14 /
0403o/ 0.00 / 0403u/ 0.10 / 0302o/ 0.00 /
0302u/ 1.62 / 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/ 0.04 /
1615/ 0.06 / 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/ 0.04 / 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/ 0.04 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/ 0.98 50b50/ 5.70/ 5.70/
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.62/ 1.92/
5352o/ 6.12/ 6.12 5352u/ 7.42/ 6.12 5238o/ 5.02/ 5.02/
5238u/ 6.12/ 5.02 3851o/ 3.83/ 3.83 3851u/ 5.02/ 3.83/
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........ 3390
Total number of time steps during simulation.... 3051
Ratio of actual # of time steps / NTCYC......... 2.119
Average number of iterations per time step...... 1.111
Average time step size(seconds)................ 2.360
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 3.428
Average minimum implicit time step (sec)........ 2.013
Average minimum junction time step (sec)........ 2.013
Average Courant Factor Tf....................... 2.013
Number of times omega reduced................... 54
*=========================================================*
| 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 1.17 3558 0 6 0 0 0
N53 0 1.34 4102 0 7 0 0 0
N52 0 1.54 4699 0 19 1 0 0
N38 0 2.14 6540 1 15 2 0 0
N51B 0 1.28 3907 0 6 0 0 0
N48 0 1.29 3942 1 6 0 0 0
N50B 0 1.08 3292 0 5 0 0 0
N49B 0 1.32 4015 0 13 1 0 0
N47 0 1.14 3472 0 5 0 0 0
N46 0 1.35 4117 0 8 0 0 0
N45 0 1.78 5426 1 8 0 0 0
N43 0 1.15 3521 0 7 0 0 0
N42 0 1.29 3931 2 7 0 0 0
N41 0 1.52 4624 0 8 0 0 0
N44 0 1.21 3682 0 5 0 0 0
N40 0 1.63 4963 0 9 0 0 0
N39 0 1.10 3370 0 23 1 0 0
N37 0 1.17 3583 0 5 0 0 0
N36 0 2.24 6846 2 20 4 0 0
N35 0 2.07 6317 0 9 0 0 0
N34 0 1.64 5012 1 26 1 1 0
N33 0 1.45 4409 0 6 0 0 0
N31 0 1.31 3989 0 14 1 0 0
N30 0 2.13 6490 1 15 5 0 0
N29 0 1.66 5056 0 6 0 0 0
N28 0 1.24 3788 1 7 0 0 0
N27 0 1.88 5725 1 11 1 0 0
N26 0 1.60 4890 0 6 0 0 0
N25 0 1.40 4269 0 6 0 0 0
N24 0 1.70 5172 0 9 0 0 0
N23 0 1.45 4415 0 7 0 0 0
N22 0 2.56 7811 18 13 2 0 0
N21 0 1.92 5851 1 19 1 0 0
N20 0 1.56 4745 2 24 2 0 0
N19 0 1.76 5375 3 15 2 0 0
N18 0 1.98 6056 0 8 0 0 0
N17 0 3.00 9146 1 13 4 0 0
N16 0 2.00 6110 0 15 2 0 0
N15 0 1.62 4953 0 6 0 0 0
N14B 0 2.26 6887 1 17 1 0 0
N14A 0 2.17 6619 2 13 2 0 0
N13 0 2.04 6216 0 7 0 0 0
N12 0 1.85 5649 0 7 0 0 0
N11 0 2.01 6139 0 17 2 0 0
N10 0 1.29 3938 0 10 1 0 0
N9 0 1.50 4591 5 14 2 0 0
N8 0 1.60 4878 0 6 0 0 0
N7 0 1.32 4032 1 15 1 0 0
N6 0 1.80 5504 2 17 1 0 0
N5 0 1.32 4027 2 21 1 0 0
N4 0 2.13 6512 1 9 0 0 0
N3 0 2.67 8139 1 10 1 0 0
N2 0 2.36 7194 0 6 0 0 0
N1 0 1.97 6022 3 10 1 0 0
N50 0 1.02 3103 0 7 0 0 0
N49 0 1.20 3676 0 5 0 0 0
N51 0 1.24 3792 0 8 0 0 0
Total number of iterations for all junctions.. 288087
Minimum number of possible iterations......... 173907
Efficiency of the simulation.................. 1.66
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 9.0646 0 25 0.0000 0.9354 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.5046 0 25 0.0000 1.4954 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.2138 0 25 0.0000 2.7862 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.1323 0 26 0.0000 3.8677 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0206 0 25 0.0000 4.9794 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6100 0 25 0.0000 5.3900 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.9066 0 22 0.0000 4.0934 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2180 0 25 0.0000 4.7820 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6103 0 25 0.0000 5.3897 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0551 0 26 0.0000 5.9449 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6060 0 26 0.0000 6.3940 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2780 0 25 0.0000 0.7220 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.4051 0 25 0.0000 1.5949 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 7.6506 0 25 0.0000 2.3494 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.0905 0 25 0.0000 1.9095 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.6738 0 27 0.0000 3.3262 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0255 0 25 0.0000 2.9745 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0680 0 25 0.0000 2.9320 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.9700 5.8528 0 26 0.0000 4.1472 1.0000 0.0000 0.0000 0.0000
N35 10.0000 6.4000 5.2874 0 26 0.0000 4.7126 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.8000 4.5780 0 28 0.0000 5.4220 1.0000 0.0000 0.0000 0.0000
N33 10.0000 3.0500 4.6101 0 27 1.5601 5.3899 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5236 0 25 0.0000 2.4764 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8578 0 25 0.0000 4.1422 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5417 0 25 0.0000 3.4583 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3813 0 25 0.0000 1.6187 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7303 0 25 0.0000 3.2697 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7173 0 25 0.0000 3.2827 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7090 0 27 0.4640 4.2910 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.2053 0 29 0.8953 5.7947 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8211 0 25 0.0000 5.1789 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.6519 0 29 0.0000 6.3481 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1844 0 29 0.0000 6.8156 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0280 0 25 0.0000 2.9720 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0474 0 26 0.0000 3.9526 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2280 0 29 0.0000 6.7720 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1844 0 29 0.0000 6.8156 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.2085 0 29 0.8085 6.7915 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.4804 0 29 0.4454 7.5196 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1060 0 29 0.0000 6.8940 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.8293 0 30 0.0000 7.1707 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6587 0 30 0.0000 7.3413 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.4674 0 32 0.0000 7.5326 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.2923 0 33 0.0000 7.7077 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6101 0 25 0.0000 5.3899 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5209 0 26 0.0000 6.4791 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0454 0 25 0.0000 6.9546 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0312 0 25 0.0000 4.9688 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5632 0 25 0.0000 5.4368 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3230 0 25 0.0000 5.6770 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8504 0 25 0.0000 7.1496 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.9783 0 33 0.0000 8.0217 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9327 0 33 0.0000 8.0673 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.8125 0 33 0.0000 8.1875 1.0000 0.0000 0.0000 0.0000
N50 10.0000 6.1000 5.7081 0 25 0.0000 4.2919 1.0000 0.0000 0.0000 0.0000
N49 10.0000 5.4000 5.0238 0 25 0.0000 4.9762 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8236 0 25 0.0000 5.1764 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 0.1159 0 25 0.4669 0 25 0.1131 9.0646 8.5051 .4116 .2627
5047 2.8812 1.4600 200.0000 0.0139 0 25 0.1741 0 24 0.0048 5.7081 4.6103 .0403 .0516
4946 2.8075 1.4227 200.0000 0.0821 0 25 0.3424 0 22 0.0293 5.0238 4.0551 .1191 .2754
5114b 3.5733 1.8108 200.0000 0.1028 0 25 0.3820 0 17 0.0288 4.8236 3.1060 .1179 .5302
4440 10.0429 4.8092 400.0000 0.1687 0 25 1.1757 0 12 0.0168 8.0905 6.6738 .2262 1.684 *
4342 9.2249 4.4176 400.0000 0.1243 0 25 0.8951 0 25 0.0135 9.2780 8.4051 .1950 .2628
4241 8.1356 3.8959 400.0000 0.2415 0 25 1.3163 0 25 0.0297 8.4051 7.7046 .2628 .2614
3736 14.9983 3.6090 400.0000 0.1326 0 25 0.7258 0 12 0.0088 7.0680 5.8528 .1699 .8320
3534 24.3602 2.4544 500.0000 1.3628 0 26 0.6060 0 22 0.0559 5.2874 4.5780 .1748 .5560
3422 2.2724 0.5750 400.0000 1.1774 0 28 0.5861 0 28 0.5181 4.5780 4.3136 .6950 .2840
3130 13.5508 2.2744 300.0000 0.1990 0 25 0.3728 0 16 0.0147 7.5236 5.8578 .0788 .5261
3024 0.4621 2.9058 450.0000 0.4364 0 53 2.6877 0 49 0.9442 5.8578 4.2049 3.684 2.988
3036 6.7857 1.4251 400.0000 0.6903 0 25 0.2748 0 25 0.1017 5.8578 5.8528 .5946 .8320
2827 15.5945 3.7524 400.0000 0.2293 0 25 1.0456 0 25 0.0147 8.3813 6.7811 .2032 .2027
2726 18.5574 3.1124 300.0000 0.4128 0 25 0.2020 0 13 0.0222 6.7303 6.7173 .1012 .7245
2629 2.4524 0.5150 400.0000 0.4070 0 25 0.3649 0 25 0.1659 6.7173 6.5417 .5434 .3542
2930 11.6053 2.4373 400.0000 0.7543 0 25 0.8901 0 16 0.0650 6.5417 5.8578 .3542 .5946
2725 0.2218 2.0080 375.0000 0.2605 0 12 2.4256 0 11 1.1746 6.7303 5.7090 3.680 2.237
2524 0.2779 2.5163 375.0000 0.2530 0 12 2.4328 0 12 0.9105 5.7090 4.2049 2.237 3.586
2422 0.8401 2.9711 600.0000 0.6103 0 46 2.1460 0 46 0.7265 4.2053 3.6519 2.692 2.986
L575 4.4056 1.1111 300.0000 0.3662 0 25 0.4720 0 16 0.0831 4.8211 3.6519 .4036 .8397
2117 10.3655 2.0976 500.0000 0.1944 0 24 0.4175 0 15 0.0188 3.1844 3.1844 .3688 .4688
1714B 8.1188 0.9553 500.0000 1.5108 0 29 0.5354 0 29 0.1861 3.1844 3.1060 .5688 .5121
1716 3.1532 3.6415 1050.000 2.0746 0 22 2.3891 0 22 0.6580 3.1844 3.2085 1.366 1.770
1615 0.7725 1.7486 750.0000 1.2251 0 23 2.7561 0 23 1.5860 3.2031 2.4804 2.484 1.693
1614A 0.7872 1.7819 750.0000 0.8513 0 22 1.9188 0 22 1.0814 3.2031 2.8293 2.070 1.639
4514B 28.0567 3.5017 450.0000 0.3702 0 26 0.8717 0 14 0.0132 3.6060 3.1060 .2355 .5690
4515 0.1942 2.7467 300.0000 0.1687 0 11 2.3563 0 11 0.8688 3.6060 2.4804 3.686 4.234
1502 0.6052 1.1322 825.0000 1.3736 0 23 2.7480 0 18 2.2695 2.4810 1.9327 1.540 1.069
14A13 16.6072 0.8411 1700.000 -2.5951 0 30 -0.5436 0 30 -0.1563 2.8293 2.6587 .5702 .6228
1312 15.7543 0.6101 1400.000 2.6024 0 30 0.5057 0 30 0.1652 2.6587 2.4674 .5705 .5624
1211 22.0747 0.6694 1700.000 2.4945 0 31 0.3221 0 31 0.1130 2.4674 2.2923 .4632 .5602
1103 34.9730 0.7240 2000.000 2.6655 0 32 0.3893 0 48 0.0762 2.2923 1.9783 .4761 .4391
0912 7.4604 1.8954 400.0000 0.0568 0 26 0.0352 0 25 0.0076 3.5209 2.4674 .0522 1.168 *
0908 0.1628 1.4741 375.0000 0.1335 0 16 1.1964 0 16 0.8203 3.5209 3.0454 2.722 2.787
0811 6.0914 1.5476 400.0000 0.1687 0 25 0.1861 0 23 0.0277 3.0454 2.2923 .1135 .7307
0804 0.2208 1.3886 450.0000 0.2414 0 14 1.5088 0 14 1.0932 3.0454 2.8504 2.323 2.556
0201 142.3584 2.9703 2000.000 4.9473 0 33 1.3704 0 46 0.0348 1.9327 1.8125 .4413 .4413
50b50 13.6470 6.9913 400.0000 0.0151 0 25 0.4857 0 25 0.0011 5.9066 5.7081 .0165 .0202
49b40 13.6470 6.9913 400.0000 0.0835 0 25 0.8587 0 21 0.0061 5.2180 5.0238 .0450 .0595
51b50 13.6470 6.9913 400.0000 0.1045 0 25 0.9914 0 25 0.0077 5.0206 4.8236 .0515 .0590
L610 0.3758 2.3626 450.0000 0.3502 0 55 2.1858 0 55 0.9320 4.6101 3.6519 4.467 3.982
5352o 1.1925 2.1371 300.0000 0.2241 0 25 1.1323 0 25 0.1879 8.5046 7.2138 .3485 .3793
5352u 0.0273 1.5423 150.0000 0.0365 0 10 2.0761 0 58 1.3400 8.5046 7.2138 7.363 7.425
5238o 1.6591 2.2063 400.0000 0.2294 0 25 1.0434 0 25 0.1383 7.2138 6.1323 .2845 .3308
5238u 0.0735 1.8497 225.0000 0.0735 0 12 1.8223 0 11 0.9994 7.2138 6.1323 4.950 5.032
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1323 5.0206 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0609 0 25 1.4919 0 25 0.9183 6.1323 5.0206 5.032 5.424
5148u 0.0407 1.0234 225.0000 0.0685 0 53 1.6888 0 53 1.6840 5.0206 4.6100 5.424 4.488
5049u 0.0573 1.4423 225.0000 0.0539 0 22 1.4065 0 26 0.9399 5.9066 5.2180 .9183 .9688
4948u 0.0590 1.4830 225.0000 0.0694 0 25 1.7026 0 25 1.1773 5.2180 4.6100 5.413 4.488
4845o 2.5500 1.2922 200.0000 0.0176 0 25 0.0437 0 11 0.0069 4.6100 3.6060 .0500 .5299
4845u 0.1309 1.8523 300.0000 0.1065 0 11 1.5989 0 7 0.8131 4.6100 3.6060 3.366 3.686
4746o 17.3588 2.8540 400.0000 0.0013 0 25 0.0283 0 25 0.0001 4.6103 4.0551 .0258 .1377
4746u 0.1498 2.1194 300.0000 0.0987 0 23 1.3758 0 23 0.6590 4.6103 4.0551 3.367 3.517
4645o 15.8729 2.3953 400.0000 0.0586 0 26 0.2536 0 26 0.0037 4.0551 3.6060 .1377 .2650
4645u 0.1105 1.5637 300.0000 0.0963 0 26 1.3411 0 26 0.8716 4.0551 3.6060 3.517 3.686
4140o 7.7278 3.7006 400.0000 0.0331 0 25 0.7254 0 25 0.0043 7.6506 6.6738 .1265 .1846
4140u 0.3099 2.8063 375.0000 0.2108 0 22 1.8887 0 22 0.6800 7.6506 6.6738 2.801 2.863
4038o 9.0986 2.1894 400.0000 0.1048 0 27 0.2931 0 27 0.0115 6.6738 6.1323 .1846 .3308
4038u 0.2678 1.6839 450.0000 0.2328 0 27 1.4574 0 10 0.8692 6.6738 6.1323 2.386 2.516
3938o 6.1031 3.1253 400.0000 0.0666 0 25 0.4430 0 11 0.0109 7.0255 6.1323 .0637 .3308
3938u 0.0261 1.4762 150.0000 0.0273 0 11 1.5001 0 11 1.0451 7.0255 6.1323 6.836 7.548
3836o 9.9729 2.0945 400.0000 0.5129 0 26 0.2749 0 26 0.0514 6.1323 5.8528 .3308 .8320
3836u 0.3282 2.0635 450.0000 0.2636 0 12 1.6829 0 58 0.8032 6.1323 5.8528 2.516 3.072
3635o 350.7969 7.2605 1200.000 1.3905 0 26 0.8389 0 23 0.0040 5.8528 5.2874 .0690 .0728
3635u 0.6696 4.2102 450.0000 0.3429 0 55 2.1581 0 11 0.5121 5.8528 5.2874 3.072 2.860
3533u 0.5928 3.7276 450.0000 0.3483 0 55 2.5385 0 8 0.5875 5.2874 4.6101 2.860 4.466
2217o 14.0423 2.7133 500.0000 1.3652 0 29 1.0350 0 42 0.0972 3.6519 3.1990 .5038 .4980
2217u 0.6241 1.4127 750.0000 1.2505 0 46 2.7644 0 46 2.0036 3.6519 3.1844 2.389 1.912
2019o 11.6942 3.9474 300.0000 0.2305 0 25 0.7778 0 24 0.0197 7.0280 6.0474 .0934 .1580
2019u 0.6375 4.0085 450.0000 0.4177 0 30 2.6107 0 30 0.6551 7.0280 6.0474 2.284 3.438
1918o 18.5045 3.0423 400.0000 0.0518 0 26 0.0606 0 25 0.0028 6.0474 3.2280 .1185 .5700
1918u 0.9440 3.3387 600.0000 0.8476 0 25 2.9710 0 25 0.8979 6.0474 3.2280 2.579 2.213
1817o 9.1593 1.0777 500.0000 0.8295 0 27 0.5721 0 24 0.0906 3.2280 3.1844 .4560 .4688
1817u 0.5070 1.7932 600.0000 0.5354 0 13 1.8851 0 13 1.0561 3.2280 3.1844 2.213 2.390
1009o 8.3091 3.0001 300.0000 0.0174 0 25 0.2211 0 25 0.0021 4.6101 3.5209 .0337 .0696
1009u 0.2415 2.1864 375.0000 0.1837 0 25 1.6640 0 12 0.7607 4.6101 3.5209 2.693 2.722
0706o 7.2322 2.5999 300.0000 0.0979 0 25 0.3453 0 25 0.0135 5.0312 4.5632 .1041 .2108
0706u 0.1248 1.7661 300.0000 0.0881 0 13 1.2287 0 13 0.7060 5.0312 4.5632 3.437 3.544
0604o 9.6606 3.5617 300.0000 0.4408 0 25 1.0714 0 25 0.0456 4.5632 2.8629 .2108 .2098
0604u 0.3116 2.8210 375.0000 0.3052 0 38 2.7433 0 38 0.9797 4.5632 2.8504 2.835 3.067
0504o 8.6316 3.1575 300.0000 0.0702 0 25 0.4157 0 23 0.0081 4.3230 2.8504 .0767 .1680
0504u 0.1541 2.1802 300.0000 0.1308 0 15 1.8301 0 15 0.8491 4.3230 2.8504 3.410 3.834
0403o 9.0589 2.2976 400.0000 0.2568 0 25 0.5683 0 25 0.0284 2.8504 2.0408 .1260 .1021
0403u 1.9283 4.3647 750.0000 1.1338 0 22 2.5606 0 22 0.5880 2.8504 1.9783 1.533 1.171
0302o 2.9365 0.3239 300.0000 1.7392 0 33 0.6050 0 33 0.5923 1.9783 1.9327 .5276 .4088
0302u 3.2556 3.6173 600.0000 0.7569 0 41 0.8396 0 41 0.2325 1.9783 1.9327 1.463 1.471
14b14ao 75.9084 3.3944 500.0000 1.7825 0 29 0.3254 0 22 0.0235 3.1060 2.8293 .2321 .6585
14b14au 0.1270 1.7965 300.0000 0.1195 0 17 1.6629 0 17 0.9412 3.1060 2.8293 4.353 4.097
FREE # 1 Undefnd Undefnd Undefn 4.9472 0 33
*==================================================*
| 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 0.0830 0.2483 0.0630
5047 87.7222 3.6667 0.0000 28.6111 0.0089 0.0870 0.0014
4946 69.7292 10.2986 0.0000 39.9722 0.0362 0.3584 0.0087
5114b 52.5278 26.0833 0.0000 41.3889 0.0560 0.5591 0.0111
4440 0.1667 43.7639 0.0000 76.0694 0.1429 1.0150 0.0763
4342 0.1667 119.8333 0.0000 0.0000 0.0444 0.1389 0.0819
4241 0.1667 0.0000 0.0000 119.8333 0.0516 0.1837 0.1378
3736 0.1667 45.9167 0.0000 73.9167 0.1117 1.4999 0.0376
3534 92.3889 26.6944 0.0000 0.9167 0.1665 3.3719 0.0723
3422 20.1667 0.0000 0.0000 99.8333 0.1954 2.0092 0.1147
3130 0.1667 37.7778 0.0000 82.0556 0.0827 1.6613 0.0108
3024 0.1667 42.7083 0.0000 77.1250 0.1346 0.1654 3.3899
3036 76.4167 40.2778 3.3056 0.0000 0.1434 2.5125 0.0784
2827 0.1667 0.0000 0.0000 119.8333 0.0400 0.2195 0.0848
2726 93.5556 26.4444 0.0000 0.0000 0.1120 2.2622 0.0225
2629 0.2500 119.7500 0.0000 0.0000 0.0962 1.1163 0.0654
2930 0.2500 37.0278 0.0000 82.7222 0.0970 1.1614 0.1233
2725 0.1667 119.8333 0.0000 0.0000 0.1090 0.1138 2.1306
2524 0.1667 42.6611 0.0000 77.1722 0.1118 0.1141 2.0788
2422 0.1667 119.8333 0.0000 0.0000 0.1679 0.2909 3.4383
L575 0.1667 31.7222 0.0000 88.1111 0.0949 1.6148 0.0519
2117 3.6111 27.9167 0.0000 88.4722 0.1990 2.0347 0.0201
1714B 86.2500 29.0278 4.7222 0.0000 0.1263 2.8225 0.1446
1716 0.1667 115.8333 0.0000 4.0000 0.2938 0.8902 3.7015
1615 0.1667 119.8333 0.0000 0.0000 0.2278 0.4522 4.1692
1614A 5.9583 63.7083 50.3333 0.0000 0.2282 0.4589 2.4053
4514B 78.8542 33.8889 0.0000 7.2569 0.0878 1.5682 0.0652
4515 0.1667 119.8333 0.0000 0.0000 0.0839 0.0728 2.3759
1502 0.1667 119.8333 0.0000 0.0000 0.2339 0.5433 2.6277
14A13 7.8333 112.1667 0.0000 0.0000 0.3666 4.7782 0.5508
1312 7.8333 112.1667 0.0000 0.0000 0.3204 5.2359 0.3956
1211 7.9167 112.0833 0.0000 0.0000 0.4321 7.7835 0.2789
1103 0.1667 119.8333 0.0000 0.0000 0.3504 6.9915 0.3487
0912 110.3056 9.6944 0.0000 0.0000 0.1727 1.8273 0.0063
0908 0.1667 119.8333 0.0000 0.0000 0.1049 0.1137 1.2207
0811 101.8611 14.0000 0.0000 4.1389 0.1298 1.3399 0.0182
0804 0.1667 119.8333 0.0000 0.0000 0.1278 0.1634 1.3309
0201 0.1667 119.8333 0.0000 0.0000 0.3533 5.7733 0.8735
50b50 115.5000 4.5000 0.0000 0.0000 0.0066 0.0319 0.0032
49b40 98.8819 21.1181 0.0000 0.0000 0.0204 0.0990 0.0176
51b50 77.6944 42.3056 0.0000 0.0000 0.0217 0.1054 0.0219
L610 0.1667 119.8333 0.0000 0.0000 0.1259 0.1656 3.5858
5352o 72.1111 15.6667 0.0000 32.2222 0.0979 0.1980 0.1235
5352u 0.1667 119.8333 0.0000 0.0000 0.0453 0.0184 1.6851
5238o 83.3194 33.2639 0.0000 3.4167 0.1077 0.2206 0.1266
5238u 0.1667 119.8333 0.0000 0.0000 0.0631 0.0411 1.9455
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 1.7525
5148u 0.1667 119.8333 0.0000 0.0000 0.0656 0.0409 1.5546
5049u 4.8333 25.3056 0.0000 89.8611 0.0667 0.0387 0.2950
4948u 0.2500 119.7500 0.0000 0.0000 0.0632 0.0410 1.8966
4845o 90.8403 29.1597 0.0000 0.0000 0.0523 0.5229 0.0020
4845u 1.1667 118.8333 0.0000 0.0000 0.0912 0.0728 1.5179
4746o 116.1944 3.8056 0.0000 0.0000 0.0147 0.0497 0.0009
4746u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.4056
4645o 109.2222 10.7778 0.0000 0.0000 0.0384 0.2310 0.0204
4645u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.4488
4140o 115.8333 2.1667 0.0000 2.0000 0.0279 0.0552 0.0361
4140u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1140 1.9380
4038o 107.0000 13.0000 0.0000 0.0000 0.0515 0.3592 0.0301
4038u 0.2500 119.7500 0.0000 0.0000 0.1259 0.1638 1.5995
3938o 88.4722 30.2222 0.0000 1.3056 0.0693 0.3482 0.0148
3938u 0.2500 119.7500 0.0000 0.0000 0.0428 0.0184 1.3385
3836o 79.2556 40.7444 0.0000 0.0000 0.1158 1.8672 0.0639
3836u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1653 1.7737
3635o 89.4167 6.6736 0.0000 23.9097 0.0454 1.7121 0.0692
3635u 0.1667 119.8333 0.0000 0.0000 0.1235 0.1666 2.2253
3533u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1640 3.1482
2217o 86.9722 0.0000 0.0000 33.0278 0.0952 1.4396 0.2380
2217u 0.1667 119.8333 0.0000 0.0000 0.2136 0.4527 3.4201
2019o 111.7014 4.7222 0.0000 3.5764 0.0354 0.3493 0.0240
2019u 0.1667 119.8333 0.0000 0.0000 0.1350 0.1658 2.4995
1918o 113.4960 6.5040 0.0000 0.0000 0.0540 0.8713 0.0082
1918u 0.1667 119.8333 0.0000 0.0000 0.1679 0.2912 4.2632
1817o 87.6667 16.3333 0.0000 16.0000 0.0957 1.9476 0.1082
1817u 0.1667 119.8333 0.0000 0.0000 0.1823 0.2964 1.9752
1009o 116.3889 3.6111 0.0000 0.0000 0.0135 0.0792 0.0033
1009u 0.1667 119.8333 0.0000 0.0000 0.1068 0.1139 1.6699
0706o 98.9028 20.9643 0.0000 0.1329 0.0381 0.2843 0.0162
0706u 0.1667 119.8333 0.0000 0.0000 0.0897 0.0727 1.2443
0604o 94.6875 0.0000 0.0000 25.3125 0.0511 0.4116 0.0675
0604u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1135 2.6694
0504o 111.9444 6.6389 0.0000 1.4167 0.0302 0.2096 0.0122
0504u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0730 1.8511
0403o 112.8056 0.0000 0.0000 7.1944 0.0457 0.4519 0.0259
0403u 0.1667 119.8333 0.0000 0.0000 0.2224 0.4629 2.4716
0302o 96.8056 8.0278 0.0000 15.1667 0.1090 2.8758 0.0849
0302u 0.1667 119.8333 0.0000 0.0000 0.3109 0.9868 0.6712
14b14ao 92.1389 27.8611 0.0000 0.0000 0.1305 6.8320 0.0582
14b14au 36.0417 83.9583 0.0000 0.0000 0.0839 0.0728 1.8247
*===========================================*
| 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 0.0239 172.1383 0.0005 0.9980 0.3735 0.0395 0.0987 3.8373
5047 0.0004 2.9640 0.0001 0.4022 0.3775 0.0006 0.0059 0.0350
4946 0.0062 44.9185 0.0004 0.6211 0.5171 0.0049 0.0482 0.0350
5114b 0.0162 116.6626 0.0005 0.7542 0.5724 0.0150 0.1491 0.0350
4440 0.0317 228.5699 0.0009 0.9980 0.6737 0.0690 0.4521 1.5349
4342 0.0234 168.4910 0.0006 0.9980 0.8956 0.0228 0.0474 1.5349
4241 0.0451 324.7658 0.0012 0.9980 1.1508 0.0264 0.0623 1.5349
3736 0.0252 181.7128 0.0006 0.9980 0.4868 0.0487 0.5777 1.7054
3534 0.1119 805.3884 0.0057 0.3448 0.1291 0.0399 0.6928 0.0450
3422 0.1123 808.8390 0.0050 0.7942 0.3746 0.0442 0.4461 0.0450
3130 0.0367 264.3077 0.0010 0.9980 0.7192 0.0285 0.5695 2.9845
3024 0.1533 1104.0610 0.0020 0.9980 1.1626 0.0849 0.0982 1.1085
3036 0.0291 209.7717 0.0056 0.5388 0.0252 0.0611 0.9047 0.0212
2827 0.0432 311.0637 0.0011 0.9980 1.0591 0.0203 0.0752 1.7054
2726 0.0367 264.2528 0.0020 0.3386 0.0904 0.0527 0.5072 0.0200
2629 0.0444 319.3766 0.0017 0.9980 0.1766 0.0370 0.2598 2.9845
2930 0.1158 833.4440 0.0034 0.9980 0.5836 0.0435 0.3713 1.7054
2725 0.0830 597.5594 0.0013 0.9980 1.0416 0.0753 0.0673 1.1085
2524 0.0826 594.4030 0.0013 0.9934 1.2214 0.0713 0.0643 0.0130
2422 0.2364 1702.2166 0.0029 0.9980 0.6653 0.1197 0.1896 1.1085
L575 0.0670 482.2528 0.0018 0.9980 0.3635 0.0386 0.4459 3.8373
2117 0.0373 268.6959 0.0015 0.9767 0.6857 0.0473 0.4765 0.0200
1714B 0.1261 907.7084 0.0072 0.4169 0.0618 0.0343 0.5756 0.0216
1716 0.7769 5593.6881 0.0102 0.9980 0.8514 0.2041 0.5319 1.1085
1615 0.5185 3732.9015 0.0073 0.9977 0.6849 0.1657 0.3346 1.0138
1614A 0.2586 1862.1927 0.0054 0.9577 0.2882 0.1399 0.2896 0.0130
4514B 0.0587 422.6314 0.0017 0.5188 0.2106 0.0275 0.4055 0.0217
4515 0.0798 574.7009 0.0010 0.9980 0.8090 0.0677 0.0575 1.1085
1502 0.5981 4306.2213 0.0081 0.9980 0.9310 0.1813 0.3575 1.1085
14A13 -0.4611 -3319.689 0.0110 0.9433 0.0034 0.2115 1.6243 0.1222
1312 0.4619 3325.3701 0.0109 0.9430 0.1130 0.1588 1.7084 0.1196
1211 0.4604 3314.6619 0.0102 0.9420 0.0770 0.1891 2.6974 0.1231
1103 0.5527 3979.4163 0.0108 0.9980 0.1237 0.2131 2.4533 10.6590
0912 0.0021 15.2170 0.0002 0.1232 0.0051 0.0665 0.6920 0.0450
0908 0.0367 264.1881 0.0007 0.9980 0.6276 0.0671 0.0547 1.1938
0811 0.0100 71.6840 0.0007 0.2284 0.0730 0.0316 0.3222 0.0450
0804 0.0636 457.5770 0.0012 0.9980 0.5639 0.0862 0.0886 1.1085
0201 1.5110 10879.534 0.0257 0.9980 0.4700 0.2241 2.1324 3.4109
50b50 0.0004 3.0179 0.0001 0.0551 0.1127 0.0005 0.0025 0.0100
49b40 0.0066 47.8000 0.0005 0.2753 0.4786 0.0037 0.0167 0.0100
51b50 0.0165 118.5019 0.0005 0.5333 1.0353 0.0073 0.0343 0.0100
L610 0.1430 1029.5365 0.0017 0.9980 0.5710 0.0937 0.1162 1.0233
5352o 0.0341 245.5839 0.0009 0.6024 0.6390 0.0305 0.0591 0.0350
5352u 0.0162 116.7952 0.0003 0.9980 1.0421 0.0334 0.0137 1.1938
5238o 0.0277 199.3708 0.0010 0.4628 0.3453 0.0317 0.0626 0.0350
5238u 0.0321 231.0324 0.0003 0.9980 0.9381 0.0469 0.0282 1.1085
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0029 0.0054 0.0350
3851u 0.0298 214.6638 0.0004 0.9980 0.6741 0.0491 0.0304 1.1085
5148u 0.0307 220.8942 0.0005 0.9980 0.6863 0.0499 0.0312 1.1938
5049u 0.0118 84.6920 0.0003 0.9669 1.1476 0.0371 0.0146 0.0140
4948u 0.0231 166.6074 0.0006 0.9980 0.5107 0.0451 0.0279 1.1938
4845o 0.0033 23.8166 0.0001 0.3710 0.0423 0.0176 0.1756 0.0350
4845u 0.0507 364.7997 0.0007 0.9944 0.7612 0.0624 0.0512 0.4485
4746o 0.0000 0.1519 0.0000 0.0456 0.0028 0.0011 0.0030 0.0224
4746u 0.0415 298.8008 0.0006 0.9980 0.8222 0.0514 0.0369 1.1085
4645o 0.0021 14.9197 0.0003 0.1377 0.0233 0.0092 0.0478 0.0224
4645u 0.0461 331.9146 0.0006 0.9980 0.3767 0.0586 0.0484 1.1938
4140o 0.0005 3.6819 0.0001 0.0498 0.0401 0.0021 0.0036 0.0189
4140u 0.0445 320.6617 0.0010 0.9980 0.9022 0.0649 0.0553 1.1085
4038o 0.0041 29.4334 0.0004 0.1655 0.0294 0.0115 0.0683 0.0184
4038u 0.0808 582.1041 0.0016 0.9980 0.6140 0.0835 0.1012 1.1085
3938o 0.0072 51.5238 0.0003 0.3982 0.1277 0.0215 0.1070 0.0250
3938u 0.0095 68.5645 0.0003 0.9980 0.5552 0.0313 0.0129 1.0233
3836o 0.0673 484.2782 0.0022 0.5113 0.0748 0.0450 0.6495 0.0208
3836u 0.0941 677.2804 0.0016 0.9980 0.6735 0.0860 0.1066 1.1085
3635o 0.1168 840.6667 0.0061 0.3818 0.3932 0.0100 0.2331 0.0350
3635u 0.1295 932.3966 0.0022 0.9980 1.0172 0.0860 0.1067 1.0233
3533u 0.1429 1028.8766 0.0019 0.9980 1.1212 0.0850 0.1054 1.0233
2217o 0.1521 1095.0501 0.0059 0.4048 0.2828 0.0277 0.2574 0.0218
2217u 0.4310 3103.4534 0.0073 0.9980 0.7635 0.1560 0.2930 1.1085
2019o 0.0093 67.1640 0.0010 0.1042 0.1413 0.0024 0.0234 0.0200
2019u 0.1079 776.6905 0.0021 0.9980 1.5790 0.0850 0.0709 1.1085
1918o 0.0012 8.8132 0.0002 0.0796 0.0035 0.0142 0.1959 0.0216
1918u 0.2101 1512.9949 0.0035 0.9980 1.1591 0.1138 0.1413 1.1085
1817o 0.1198 862.3447 0.0036 0.3966 0.1576 0.0288 0.3891 0.0213
1817u 0.1470 1058.1746 0.0042 0.9980 0.5713 0.1263 0.1846 1.1085
1009o 0.0003 1.9776 0.0001 0.0429 0.0216 0.0007 0.0042 0.0215
1009u 0.0385 276.8993 0.0010 0.9980 1.0871 0.0606 0.0435 1.1938
0706o 0.0065 46.6266 0.0005 0.2684 0.1414 0.0065 0.0430 0.0212
0706u 0.0287 206.6332 0.0005 0.9980 0.6923 0.0572 0.0385 1.1085
0604o 0.0380 273.3424 0.0019 0.3186 0.4325 0.0095 0.0663 0.0210
0604u 0.1084 780.5148 0.0013 0.9980 1.3774 0.0757 0.0658 1.1085
0504o 0.0024 17.2664 0.0003 0.0993 0.0786 0.0018 0.0118 0.0213
0504u 0.0349 251.3213 0.0006 0.9980 0.8065 0.0573 0.0387 1.1085
0403o 0.0076 54.6722 0.0011 0.0869 0.0771 0.0024 0.0239 0.0450
0403u 0.3136 2257.7470 0.0052 0.9980 1.1674 0.1419 0.2340 1.1085
0302o 0.1593 1147.1937 0.0075 0.2881 0.1494 0.0190 0.4730 0.0269
0302u 0.7169 5161.5208 0.0042 0.9980 0.2084 0.1901 0.6017 0.5969
14b14ao 0.1689 1216.1967 0.0077 0.3435 0.0954 0.0243 1.0631 0.0350
14b14au 0.0335 241.4102 0.0008 0.8338 0.2275 0.0560 0.0489 0.0140
FREE # 1 1.5112 10880.924
*===============================================================*
| 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 0.1159 0.0000 0.5482 0.1051 0.1402 9.0646 8.5051 Max Flow
5047 0.0138 0.0000 0.9029 0.0050 0.0080 5.7080 4.6091 Max Flow
4946 0.0821 0.0000 0.2722 0.0191 0.0238 5.0238 4.0492 Max Flow
5114b 0.1028 0.0000 0.1534 0.0223 0.0235 4.8236 3.0811 Max Flow
4440 0.1687 0.0000 0.0077 0.1154 0.0902 8.0905 6.6529 Max Flow
4342 0.1243 0.0000 0.3961 0.1022 0.0778 9.2780 8.4051 Max Flow
4241 0.2414 0.0000 0.6991 0.1322 0.1046 8.4051 7.7046 Max Flow
3736 0.1326 0.0000 0.0032 0.0798 0.0677 7.0680 5.8510 Max Flow
3534 1.3628 0.0000 0.1168 0.0784 0.0870 5.2874 4.5530 Max Flow
3422 1.1772 0.0000 0.2454 0.1136 0.2675 4.5779 4.3136 Max Flow
3130 0.1990 0.0000 0.0272 0.0215 0.0236 7.5236 5.8565 Max Flow
3024 0.4364 1.2365 1.1261 0.4262 0.3484 5.7147 3.3750 Max Flow
3036 0.6901 0.0000 0.0093 0.1518 0.1780 5.8577 5.8527 Max Flow
2827 0.2292 0.0000 1.5977 0.0991 0.0811 8.3813 6.7811 Max Flow
2726 0.4121 0.0000 0.0025 0.0353 0.0299 6.7303 6.7159 Max Flow
2629 0.4070 0.0000 0.1665 0.1226 0.2068 6.7173 6.5416 Max Flow
2930 0.7543 0.0000 0.1935 0.1584 0.1416 6.5417 5.8575 Max Flow
2725 0.2604 0.8503 0.6071 0.3506 0.3750 6.7059 5.2139 Max Flow
2524 0.2504 0.4924 1.5345 0.3478 0.2786 5.2380 3.2568 Max Flow
2422 0.5894 0.2261 0.3519 0.4989 0.3707 4.1111 3.5333 Max Flow
L575 0.3662 0.0000 0.3184 0.1020 0.1210 4.8211 3.5949 Max Flow
2117 0.1935 0.0000 0.0013 0.0334 0.0441 3.1124 3.1123 Max Flow
1714B 1.5107 0.0000 0.0724 0.2127 0.2872 3.1843 3.1060 Max Flow
1716 2.0734 -0.1845 0.1720 0.8189 0.6215 3.0834 3.0985 Max Flow
1615 1.2250 0.4329 0.3229 0.6668 0.7500 3.1092 2.3489 Max Flow
1614A 0.8488 0.4176 0.0576 0.5709 0.7500 3.0960 2.6194 Max Flow
4514B 0.3700 0.0000 0.0253 0.1181 0.1057 3.6058 3.0893 Max Flow
4515 0.1686 0.5975 0.9486 0.2895 0.2162 3.5195 1.9654 Max Flow
1502 1.3736 -0.2139 0.7680 0.7004 0.8250 2.3484 1.8176 Max Flow
14A13 0.0167 0.0000 0.0034 0.0723 0.1372 2.0539 2.0507 Max Flow
1312 2.6010 0.0000 0.2023 0.4797 0.7991 2.6580 2.4522 Max Flow
1211 2.4945 0.0000 0.1829 0.4669 0.7711 2.4672 2.2880 Max Flow
1103 2.6639 0.0000 0.3076 0.4474 0.9487 2.2923 1.9783 Max Flow
0912 0.0567 0.0000 0.0016 0.0146 0.0201 3.5209 2.3405 Max Flow
0908 0.1335 0.1591 0.3293 0.2695 0.2585 3.5007 3.0124 Max Flow
0811 0.1686 0.0000 0.0727 0.0310 0.0451 3.0454 2.1673 Max Flow
0804 0.2412 0.2025 0.3534 0.3455 0.4500 3.0085 2.4450 Max Flow
0201 4.9468 0.0000 0.1201 0.6846 0.8825 1.9326 1.8125 Max Flow
50b50 0.0151 0.0000 0.1969 0.0079 0.0035 5.9052 5.7080 Max Flow
49b40 0.0834 0.0000 0.1274 0.0312 0.0176 5.2180 5.0238 Max Flow
51b50 0.1043 0.0000 0.1623 0.0360 0.0198 5.0206 4.8235 Max Flow
L610 0.3502 0.6624 0.6335 0.4032 0.3441 3.8109 2.5102 Max Flow
5352o 0.2241 0.0000 1.1497 0.1159 0.1045 8.5046 7.2136 Max Flow
5352u 0.0365 0.0813 2.0926 1.0205 0.1500 8.4201 6.2399 Max Flow
5238o 0.2294 0.0000 0.9091 0.1177 0.1137 7.2138 6.1292 Max Flow
5238u 0.0734 0.1496 1.0507 0.2108 0.1843 7.1230 5.9302 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0609 0.1542 0.9599 0.2006 0.1698 6.1314 5.0180 Max Flow
5148u 0.0685 0.2092 0.5442 0.2078 0.2250 4.9938 4.2377 Max Flow
5049u 0.0539 0.1504 0.5407 0.1918 0.1734 5.9066 5.2169 Max Flow
4948u 0.0694 0.0794 0.5272 0.2084 0.2250 5.2180 4.6099 Max Flow
4845o 0.0176 0.0000 0.0043 0.0064 0.0097 4.6100 3.6057 Max Flow
4845u 0.1064 0.3757 0.7055 0.2519 0.2054 4.6047 3.5241 Max Flow
4746o 0.0013 0.0000 0.0022 0.0084 0.0077 4.6103 4.0526 Max Flow
4746u 0.0987 0.3162 0.2528 0.2436 0.1778 4.6019 4.0333 Max Flow
4645o 0.0586 0.0000 0.0655 0.0562 0.0546 4.0551 3.6060 Max Flow
4645u 0.0963 0.0817 0.3676 0.2410 0.2168 4.0551 3.6060 Max Flow
4140o 0.0331 0.0000 0.6142 0.0599 0.0503 7.6506 6.6610 Max Flow
4140u 0.2107 0.5972 0.4525 0.3306 0.2268 7.6103 6.5608 Max Flow
4038o 0.1048 0.0000 0.0988 0.0720 0.0734 6.6738 6.1317 Max Flow
4038u 0.2328 0.0971 0.4451 0.3397 0.3245 6.6738 6.1317 Max Flow
3938o 0.0665 0.0000 0.0328 0.0264 0.0246 7.0255 6.1283 Max Flow
3938u 0.0272 0.3849 1.0324 0.1412 0.1300 6.9737 5.5367 Max Flow
3836o 0.5129 0.0000 0.0248 0.1339 0.1321 6.1323 5.8526 Max Flow
3836u 0.2629 0.1029 0.3347 0.3600 0.3047 5.9730 5.5534 Max Flow
3635o 1.3904 0.0753 0.5018 0.0908 0.0795 5.8528 5.2871 Max Flow
3635u 0.3429 0.8551 0.1215 0.4005 0.2282 5.6554 4.6755 Max Flow
3533u 0.3482 0.4174 0.4769 0.4025 0.2480 4.6807 3.7874 Max Flow
2217o 1.3643 0.0000 0.4496 0.2489 0.2502 3.6519 3.1989 Max Flow
2217u 1.2499 0.3949 0.4209 0.6710 0.7500 3.4501 2.6339 Max Flow
2019o 0.2304 0.0000 0.5368 0.0382 0.0277 7.0280 6.0409 Max Flow
2019u 0.4157 1.1657 0.6304 0.4218 0.2649 7.0037 5.1989 Max Flow
1918o 0.0517 0.0000 0.0079 0.0535 0.0473 6.0474 3.2227 Max Flow
1918u 0.8476 0.7641 2.0589 0.5615 0.4445 6.0461 3.2213 Max Flow
1817o 0.8294 0.0000 0.0607 0.1680 0.2268 3.2252 3.1627 Max Flow
1817u 0.5305 0.1473 0.1628 0.4760 0.5224 3.0200 2.6683 Max Flow
1009o 0.0173 0.0000 0.3242 0.0098 0.0090 4.6101 3.5198 Max Flow
1009u 0.1837 0.4676 0.6229 0.3131 0.2448 4.6097 3.5194 Max Flow
0706o 0.0979 0.0000 0.1311 0.0318 0.0309 5.0312 4.5629 Max Flow
0706u 0.0881 0.2598 0.2418 0.2311 0.1861 5.0110 4.5099 Max Flow
0604o 0.4408 0.0000 1.6991 0.0806 0.0629 4.5632 2.8629 Max Flow
0604u 0.3052 0.5151 1.7023 1.0007 0.3007 4.5017 2.2810 Max Flow
0504o 0.0701 0.0000 0.3477 0.0258 0.0228 4.3230 2.8494 Max Flow
0504u 0.1308 0.5590 1.1270 0.2713 0.2124 4.1810 2.4924 Max Flow
0403o 0.2566 0.0000 0.8012 0.0408 0.0459 2.8504 2.0408 Max Flow
0403u 1.1337 0.7477 0.2063 0.6483 0.4135 2.8045 1.8531 Max Flow
0302o 1.7386 0.0000 0.0373 0.1084 0.2130 1.9783 1.9326 Max Flow
0302u 0.7564 0.0644 0.0027 0.2959 0.1783 1.8908 1.8239 Max Flow
14b14ao 1.7823 0.0000 0.0128 0.1247 0.1158 3.1060 2.8279 Max Flow
14b14au 0.1195 0.2963 0.1713 0.2636 0.2315 3.0151 2.5458 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 34.6667 85.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 8.6667 23.5000 87.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4946 14.5000 35.6667 69.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 7.3333 60.1667 52.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4440 0.6667 0.5000 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 0.6667 27.0000 92.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 72.8333 27.0000 20.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 63.1667 56.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 117.8333 0.0000 0.0000 0.0000 1.0000 0.0000 None
3036 0.0000 43.6667 76.3333 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 116.1667 0.0000 0.0000 0.0000 3.8333 0.0000 None
2629 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 1.8333 43.1667 75.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 90.0000 14.1667 0.5000 0.0000 14.1667 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 75.1667 0.8333 0.0000 33.5000 9.3333 0.0000 None
L575 49.5000 70.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 50.0000 66.5000 3.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 33.6667 86.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 58.6667 11.6667 0.0000 32.3333 16.1667 0.0000 None
1615 0.3333 19.8333 2.1667 1.6667 45.3333 0.0000 50.6667 0.0000 None
1614A 0.0000 56.6667 0.0000 26.1667 35.0000 1.8333 0.3333 0.0000 None
4514B 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.8333 0.3333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 90.1667 17.5000 0.1667 0.0000 12.1667 0.0000 0.0000 0.0000 None
14A13 0.0000 112.1667 7.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 4.0000 108.1667 7.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 112.0000 8.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.3333 119.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 7.8333 110.3333 0.0000 1.8333 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 93.5000 2.6667 0.0000 18.8333 3.8333 0.0000 None
0811 2.3333 15.8333 101.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 37.5000 43.6667 0.0000 23.3333 3.3333 12.1667 0.0000 None
0201 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
50b50 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
49b40 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
51b50 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L610 0.0000 1.1667 75.3333 0.3333 0.0000 34.5000 8.6667 0.0000 None
5352o 1.5000 10.1667 108.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.0000 1.1667 117.0000 0.0000 1.3333 0.0000 0.5000 0.0000 None
5238o 3.3333 17.8333 98.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.0000 1.1667 105.5000 0.0000 0.0000 0.0000 13.3333 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 76.5000 0.0000 0.0000 0.0000 42.3333 0.0000 None
5148u 4.0000 0.5000 58.3333 0.0000 52.1667 0.0000 5.0000 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 70.6667 2.6667 25.0000 18.0000 2.5000 0.0000 None
4845o 0.0000 29.1667 90.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 0.1667 114.3333 0.0000 0.0000 0.0000 5.5000 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 88.0000 6.5000 0.0000 11.5000 12.8333 0.0000 None
4645o 0.0000 5.3333 114.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 67.1667 4.8333 0.0000 45.3333 1.5000 0.0000 None
4140o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4140u 0.0000 1.1667 105.8333 0.0000 0.0000 0.0000 13.0000 0.0000 None
4038o 0.0000 13.0000 107.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038u 0.0000 1.1667 72.5000 9.3333 0.0000 34.0000 3.0000 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 78.1667 0.0000 0.0000 0.0000 40.6667 0.0000 None
3836o 0.0000 19.3333 100.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 70.5000 0.1667 0.0000 46.3333 1.8333 0.0000 None
3635o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635u 0.0000 1.0000 72.3333 2.6667 0.0000 35.3333 8.6667 0.0000 None
3533u 0.5000 0.3333 77.0000 2.5000 0.0000 30.0000 9.6667 0.0000 None
2217o 2.6667 6.5000 110.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 72.8333 12.0000 0.1667 0.0000 33.8333 0.0000 1.1667 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 112.5000 0.0000 0.0000 0.0000 6.5000 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 10.5000 21.8333 87.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.1667 50.3333 3.1667 2.1667 31.6667 31.5000 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 15.0000 105.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 92.0000 0.3333 0.0000 25.6667 0.8333 0.0000 None
0604o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 3.5000 3.6667 112.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.3333 0.8333 88.5000 0.0000 0.0000 0.0000 30.3333 0.0000 None
0302o 12.5000 10.6667 96.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 2.6667 88.1667 0.0000 27.5000 0.5000 0.0000 None
14b14ao 0.0000 2.0000 118.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
14b14au 0.0000 0.0000 61.6667 6.8333 0.0000 50.8333 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 1.9444 1.9444 22.7500 0.0000
4946 8.9444 8.9444 6.4028 0.0000
5114b 25.6667 25.6667 66.8528 0.0000
4440 43.9306 87.2639 74.7556 0.0000
4342 118.4167 118.4167 11.2778 0.0000
4241 0.1042 0.7708 117.7917 0.0000
3736 45.8958 45.9167 2.2806 0.0000
3534 97.1389 97.1389 0.8056 0.0000
3422 0.0000 0.0000 0.0000 0.0000
3130 36.9722 36.9722 67.5958 0.0000
3024 0.0000 0.6944 76.9500 0.0000
3036 2.3889 19.6667 0.0000 0.0000
2827 0.2917 1.8472 58.8750 0.0000
2726 108.2778 108.2778 0.0000 0.0000
2629 30.5556 30.7778 0.0000 0.0000
2930 36.8889 36.9444 0.0000 0.0000
2725 0.0000 0.0000 83.6389 0.0000
2524 5.8333 5.8944 81.9667 0.0000
2422 71.8750 74.0486 2.5208 0.0000
L575 29.5556 29.5556 0.0000 0.0000
2117 3.0278 27.4722 52.6250 0.0000
1714B 0.5000 14.9167 0.0000 0.0000
1716 72.7361 81.8472 44.5833 0.0000
1615 22.4722 56.8750 0.7500 0.0000
1614A 0.0000 10.1458 0.0000 0.0000
4514B 33.8056 33.8611 1.3472 0.0000
4515 56.3750 57.2500 9.8750 0.0000
1502 2.1667 2.5833 31.9306 0.0000
14A13 57.3333 58.8333 0.0000 0.0000
1312 70.5764 83.3611 0.2917 0.0000
1211 91.4333 107.7556 0.0000 0.0000
1103 27.8056 38.9722 1.5000 0.0000
0912 104.0833 104.0833 0.0000 0.0000
0908 90.2639 93.0486 0.0000 0.0000
0811 100.8611 100.8889 0.0000 0.0000
0804 75.0417 90.5722 0.0000 0.0000
0201 9.9537 20.4346 0.0000 0.0000
50b50 94.8889 94.8889 4.2500 0.0000
49b40 105.8611 105.8611 19.5417 0.0000
51b50 105.6389 105.6389 40.6111 0.0000
L610 64.4028 67.8333 1.2500 0.0000
5352o 14.5000 14.7778 100.0111 0.0000
5352u 3.4583 4.3333 62.4583 0.0000
5238o 104.4861 104.5417 0.0000 0.0000
5238u 67.7083 68.2083 70.4167 0.0000
3851o 0.0000 0.0000 0.0000 0.0000
3851u 61.2083 61.2083 55.8750 0.0000
5148u 0.0000 0.0000 45.8333 0.0000
5049u 13.8389 25.1389 106.1389 0.0000
4948u 65.2083 67.0000 6.7500 0.0000
4845o 108.8542 108.8542 0.0000 0.0000
4845u 48.6250 60.0417 65.1250 0.0000
4746o 96.7222 96.7222 0.0000 0.0000
4746u 53.3264 69.5764 68.2500 0.0000
4645o 98.8333 98.8333 0.0000 0.0000
4645u 66.8750 66.8750 0.0000 0.0000
4140o 95.0000 95.0556 1.2778 0.0000
4140u 77.7153 79.8194 73.3667 0.0000
4038o 96.3611 96.3611 0.0000 0.0000
4038u 63.1944 65.3611 14.9444 0.0000
3938o 106.9583 107.0139 1.3056 0.0000
3938u 63.5694 65.7778 6.8333 0.0000
3836o 108.0833 108.0833 0.0000 0.0000
3836u 33.8194 70.5833 59.5000 0.0000
3635o 0.0000 101.4722 0.0000 0.0000
3635u 0.4167 1.5694 70.8125 0.0000
3533u 62.8472 68.8056 70.6111 0.0000
2217o 79.1389 79.7500 73.5556 0.0000
2217u 0.0000 0.0000 5.7722 0.0000
2019o 4.6667 4.6667 98.2500 0.0000
2019u 59.6250 102.1528 108.2500 0.0000
1918o 97.1944 97.1944 0.0000 0.0000
1918u 84.1167 84.2833 83.9500 0.0000
1817o 0.1389 6.7778 0.0278 0.0000
1817u 0.0000 78.5764 2.1250 0.0000
1009o 97.2778 97.2778 0.0000 0.0000
1009u 75.2593 92.3139 94.4444 0.0000
0706o 106.6944 106.7222 0.0000 0.0000
0706u 69.1667 90.2778 6.8750 0.0000
0604o 0.2153 0.2153 107.2361 0.0000
0604u 82.7361 87.9444 88.6944 0.0000
0504o 97.3056 97.4167 2.1389 0.0000
0504u 88.3889 88.6944 5.3194 0.0000
0403o 0.0000 0.0000 91.1944 0.0000
0403u 36.2917 75.1806 76.0833 0.0000
0302o 0.0000 0.0000 75.6944 0.0000
0302u 2.5000 87.7500 0.0000 0.0000
14b14ao 103.8333 103.8333 0.0000 0.0000
14b14au 54.6667 57.8333 0.0000 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
5453 0.1349 0.4698 0.0657 0.0003 0.1157 0.0000 0.0019 0.2462 0.0002 0.0856 11.0786 0.0081 0.1379
5047 0.0466 0.1595 0.0466 0.0000 0.0139 0.0000 0.0000 0.0870 0.0000 0.0006 4.0879 0.0006 0.0089
4946 0.0671 0.2293 0.0671 0.0000 0.0821 0.0000 0.0002 0.3580 0.0002 0.0100 16.1088 0.0100 0.0365
5114b 0.0538 0.1841 0.0538 0.0000 0.1028 0.0000 0.0005 0.5580 0.0005 0.0270 27.9020 0.0270 0.0569
4440 0.0505 0.2000 0.0207 0.0115 0.1572 0.0001 0.2268 0.7858 0.0025 10.2060 35.3592 0.1106 0.2567
4342 0.0000 0.9008 0.0000 0.0000 0.1243 0.0000 0.0000 0.1380 0.0000 0.0000 3.3114 0.0000 0.0911
4241 0.0000 1.3223 0.0000 0.0000 0.2415 0.0000 0.0000 0.1826 0.0000 0.0000 4.3828 0.0000 0.1049
3736 0.0229 0.0997 0.0229 0.0025 0.1276 0.0025 0.1094 1.2796 0.1094 5.4678 63.9817 5.4678 0.2202
3534 0.0547 0.4045 0.0547 0.0001 1.3626 0.0001 0.0014 3.3690 0.0014 0.0398 92.6471 0.0398 0.1702
3422 0.1250 0.5879 0.1250 0.0005 1.1764 0.0005 0.0042 2.0008 0.0042 0.1667 80.0338 0.1667 0.2042
3130 0.0255 0.1198 0.0255 0.0000 0.1989 0.0000 0.0007 1.6598 0.0007 0.0387 91.2916 0.0387 0.0838
3036 0.0928 0.3415 0.0928 0.0312 0.6279 0.0312 0.3362 1.8386 0.3362 6.0521 33.0946 6.0521 0.2845
2827 0.0000 1.0477 0.0000 0.0000 0.2293 0.0000 0.0000 0.2189 0.0000 0.0000 10.9446 0.0000 0.0812
2726 0.0448 0.1827 0.0448 0.0001 0.4127 0.0001 0.0016 2.2589 0.0016 0.0163 22.5892 0.0163 0.1141
2629 0.1260 0.3817 0.1260 0.0046 0.3979 0.0046 0.0361 1.0423 0.0361 1.6259 46.9044 1.6259 0.1874
2930 0.1347 0.6904 0.1347 0.0057 0.7428 0.0057 0.0426 1.0758 0.0426 2.0464 51.6392 2.0464 0.1914
L575 0.0000 0.2268 0.0000 0.0000 0.3662 0.0000 0.0000 1.6145 0.0000 0.0000 96.8680 0.0000 0.1806
2117 0.0181 0.0958 0.0181 0.0001 0.1943 0.0001 0.0036 2.0276 0.0036 0.0357 20.2758 0.0357 0.2069
1714B 0.2247 0.7340 0.1949 0.1982 1.2725 0.0400 0.8822 1.7337 0.2054 24.7019 48.5442 5.7516 0.2717
4514B 0.0739 0.3209 0.0420 0.0370 0.3318 0.0014 0.5007 1.0339 0.0325 12.0158 24.8137 0.7799 0.1863
14A13 0.3285 0.5754 0.0000 0.2036 2.3915 0.0000 0.6197 4.1565 0.0000 6.1973 41.5647 0.0000 1.0849
1312 0.1701 0.5043 0.5340 0.0258 2.2965 0.2802 0.1515 4.5534 0.5247 2.1208 63.7474 7.3454 0.7900
1211 0.0000 0.3207 0.0000 0.0000 2.4945 0.0000 0.0000 7.7777 0.0000 0.0000 287.7749 0.0000 0.8628
1103 0.2177 0.4465 0.3971 0.4087 2.1622 0.0945 1.8774 4.8425 0.2380 65.7087 169.4866 8.3316 0.9192
0912 0.0042 0.0311 0.0042 0.0000 0.0567 0.0000 0.0017 1.8238 0.0017 0.0952 100.3092 0.0952 0.1861
0811 0.0170 0.1260 0.0170 0.0000 0.1686 0.0000 0.0009 1.3380 0.0009 0.0513 73.5889 0.0513 0.1365
0201 0.1159 1.2326 0.1010 0.1679 4.7308 0.0486 1.4482 3.8379 0.4815 14.4819 38.3790 4.8150 0.8827
50b50 0.1008 0.4742 0.1008 0.0000 0.0151 0.0000 0.0000 0.0319 0.0000 0.0000 0.3190 0.0000 The text continues on section 5.