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d10y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:56.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\eagill\Develop.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\Eagle\Flows.int
Input File to Layer # 2 C:\XPS\Eagle\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=5.0 5.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 76
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 91
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 91
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 649
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 52
Number of Storage junctions in Extran (NVSE)........ 0
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 0
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 76
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 91
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
EAGLE DRIVE
DEVELOPED CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 9.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 5
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 48.3000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
2 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
4 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
5 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
6 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
7 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
8 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
9 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
10 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
11 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
12 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
13 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
14 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
15 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
16 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
17 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
18 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
20 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
21 N52#1 N52 10.000 .28000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
22 N52#2 N52 10.000 .56000E-01 25.00 4.000 0.020 0.045 0.000 0.000 0.00
23 N44#1 N44 50.000 .12200 100.00 1.000 0.020 0.045 0.000 0.000 0.00
24 N44#2 N44 50.000 .15600 11.00 1.000 0.020 0.045 0.000 0.000 0.00
25 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
26 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
27 N42#1 N42 50.000 .10000 100.00 1.000 0.020 0.045 0.000 0.000 0.00
28 N42#2 N42 50.000 .90000E-01 10.00 1.000 0.020 0.045 0.000 0.000 0.00
29 N40#1 N40 15.000 .35000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
30 N40#2 N40 8.0000 .19000E-01 15.00 2.000 0.020 0.045 0.000 0.000 0.00
31 N39#1 N39 12.000 .58000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
32 N39#2 N39 13.000 .86000E-01 26.00 4.000 0.020 0.045 0.000 0.000 0.00
33 N38#1 N38 8.0000 .98000E-01100.00 0.900 0.020 0.045 0.000 0.000 0.00
34 N38#2 N38 27.000 .15500 26.00 0.900 0.020 0.045 0.000 0.000 0.00
35 N51B#1 N51B 23.000 .51000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
36 N51B#2 N51B 23.000 .10100 25.00 3.000 0.020 0.045 0.000 0.000 0.00
37 N50B#1 N50B 25.000 .84000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
38 N50B#2 N50B 25.000 .24000E-01 20.00 3.000 0.020 0.045 0.000 0.000 0.00
39 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
40 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
41 N49B#1 N49B 23.000 .53000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
42 N49B#2 N49B 23.000 .10500 25.00 4.000 0.020 0.045 0.000 0.000 0.00
43 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
44 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
45 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
46 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
47 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
50 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
51 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
52 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
53 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
54 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
55 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
56 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
57 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
58 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
59 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
60 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
62 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
63 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
64 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
65 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
66 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
67 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
68 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
69 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
70 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
71 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
72 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
73 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
74 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
75 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
76 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N21#1 0.0010 2.0000 2.0000
2 N21#2 0.0010 2.0000 2.0000
3 N37#1 0.0010 2.0000 2.0000
4 N37#2 0.0010 2.0000 2.0000
5 N31#1 0.0010 2.0000 2.0000
6 N31#2 0.0010 2.0000 2.0000
7 N28#1 0.0010 2.0000 2.0000
8 N28#2 0.0010 2.0000 2.0000
9 N27#1 0.0010 2.0000 2.0000
10 N27#2 0.0010 2.0000 2.0000
11 N26#1 0.0010 2.0000 2.0000
12 N26#2 0.0010 2.0000 2.0000
13 N29#1 0.0010 2.0000 2.0000
14 N29#2 0.0010 2.0000 2.0000
15 N30#1 0.0010 2.0000 2.0000
16 N30#2 0.0010 2.0000 2.0000
17 N54#1 0.0010 2.0000 2.0000
18 N54#2 0.0010 2.0000 2.0000
19 N53#1 0.0010 2.0000 2.0000
20 N53#2 0.0010 2.0000 2.0000
21 N52#1 0.0010 2.0000 2.0000
22 N52#2 0.0010 2.0000 2.0000
23 N44#1 0.0010 2.0000 2.0000
24 N44#2 0.0010 2.0000 2.0000
25 N43#1 0.0010 2.0000 2.0000
26 N43#2 0.0010 2.0000 2.0000
27 N42#1 0.0010 2.0000 2.0000
28 N42#2 0.0010 2.0000 2.0000
29 N40#1 0.0010 2.0000 2.0000
30 N40#2 0.0010 2.0000 2.0000
31 N39#1 0.0010 2.0000 2.0000
32 N39#2 0.0010 2.0000 2.0000
33 N38#1 0.0010 2.0000 2.0000
34 N38#2 0.0010 2.0000 2.0000
35 N51B#1 0.0010 2.0000 2.0000
36 N51B#2 0.0010 2.0000 2.0000
37 N50B#1 0.0010 2.0000 2.0000
38 N50B#2 0.0010 2.0000 2.0000
39 N47#1 0.0010 2.0000 2.0000
40 N47#2 0.0010 2.0000 2.0000
41 N49B#1 0.0010 2.0000 2.0000
42 N49B#2 0.0010 2.0000 2.0000
43 N45#1 0.0010 2.0000 2.0000
44 N45#2 0.0010 2.0000 2.0000
45 N10#1 0.0010 2.0000 2.0000
46 N10#2 0.0010 2.0000 2.0000
47 N8#1 0.0010 2.0000 2.0000
48 N8#2 0.0010 2.0000 2.0000
49 N11#1 0.0010 2.0000 2.0000
50 N11#2 0.0010 2.0000 2.0000
51 N7#1 0.0010 2.0000 2.0000
52 N7#2 0.0010 2.0000 2.0000
53 N6#1 0.0010 2.0000 2.0000
54 N6#2 0.0010 2.0000 2.0000
55 N5#1 0.0010 2.0000 2.0000
56 N5#2 0.0010 2.0000 2.0000
57 N4#1 0.0010 2.0000 2.0000
58 N4#2 0.0010 2.0000 2.0000
59 N2#1 0.0010 2.0000 2.0000
60 N2#2 0.0010 2.0000 2.0000
61 N36#1 0.0010 2.0000 2.0000
62 N36#2 0.0010 2.0000 2.0000
63 N35#1 0.0010 2.0000 2.0000
64 N35#2 0.0010 2.0000 2.0000
65 N23#1 0.0010 2.0000 2.0000
66 N23#2 0.0010 2.0000 2.0000
67 N22#1 0.0010 2.0000 2.0000
68 N22#2 0.0010 2.0000 2.0000
69 N20#1 0.0010 2.0000 2.0000
70 N20#2 0.0010 2.0000 2.0000
71 N19#1 0.0010 2.0000 2.0000
72 N19#2 0.0010 2.0000 2.0000
73 N18#1 0.0010 2.0000 2.0000
74 N18#2 0.0010 2.0000 2.0000
75 N17#1 0.0010 2.0000 2.0000
76 N17#2 0.0010 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N40#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N40#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N39#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N39#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N51B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N51B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N50B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N50B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N49B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N49B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
71 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
72 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
73 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
74 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
75 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
76 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 76
Total Tributary Area (hectares). 13.39
Impervious Area (hectares)...... 6.48
Pervious Area (hectares)........ 6.90
Total Width (hectares).......... 2033.70
Percent Imperviousness.......... 48.42
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N37 No Tributary Channel/Pipes
Tributary Subareas........ N37#1 N37#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N27 No Tributary Channel/Pipes
Tributary Subareas........ N27#1 N27#2
N26 No Tributary Channel/Pipes
Tributary Subareas........ N26#1 N26#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N54 No Tributary Channel/Pipes
Tributary Subareas........ N54#1 N54#2
N53 No Tributary Channel/Pipes
Tributary Subareas........ N53#1 N53#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N44 No Tributary Channel/Pipes
Tributary Subareas........ N44#1 N44#2
N43 No Tributary Channel/Pipes
Tributary Subareas........ N43#1 N43#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N40 No Tributary Channel/Pipes
Tributary Subareas........ N40#1 N40#2
N39 No Tributary Channel/Pipes
Tributary Subareas........ N39#1 N39#2
N38 No Tributary Channel/Pipes
Tributary Subareas........ N38#1 N38#2
N51B No Tributary Channel/Pipes
Tributary Subareas........ N51B#1 N51B#2
N50B No Tributary Channel/Pipes
Tributary Subareas........ N50B#1 N50B#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N49B No Tributary Channel/Pipes
Tributary Subareas........ N49B#1 N49B#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N10 No Tributary Channel/Pipes
Tributary Subareas........ N10#1 N10#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N7 No Tributary Channel/Pipes
Tributary Subareas........ N7#1 N7#2
N6 No Tributary Channel/Pipes
Tributary Subareas........ N6#1 N6#2
N5 No Tributary Channel/Pipes
Tributary Subareas........ N5#1 N5#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
***********************************************************
* Hydrographs will be stored for the following 38 INLETS *
***********************************************************
N21 N37 N31 N28 N27 N26
N29 N30 N54 N53 N52 N44
N43 N42 N40 N39 N38 N51B
N50B N47 N49B N45 N10 N8
N11 N7 N6 N5 N4 N2
N36 N35 N23 N22 N20 N19
N18 N17
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 540
Final Julian Date = 1903001
Final time of day = 32400. seconds.
Final time of day = 9.00 hours.
Final running time = 9.0000 hours.
Final running time = 0.3750 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N21#1 1760 540 N21#2 3540 1080 N37#1 1768 540
N37#2 3544 1080 N31#1 1768 540 N31#2 3544 1080
N28#1 1772 540 N28#2 3548 1080 N27#1 1764 540
N27#2 3520 1080 N26#1 1760 540 N26#2 1740 540
N29#1 1772 540 N29#2 3524 1080 N30#1 1776 540
N30#2 3552 1080 N54#1 1784 540 N54#2 1756 540
N53#1 1672 540 N53#2 1760 540 N52#1 1780 540
N52#2 3552 1080 N44#1 1776 540 N44#2 3632 1080
N43#1 1760 540 N43#2 1760 540 N42#1 1776 540
N42#2 3724 1080 N40#1 1780 540 N40#2 3684 1080
N39#1 1776 540 N39#2 3548 1080 N38#1 1744 540
N38#2 3528 1080 N51B#1 1784 540 N51B#2 3552 1080
N50B#1 1780 540 N50B#2 3780 1080 N47#1 1788 540
N47#2 3528 1080 N49B#1 1784 540 N49B#2 3556 1080
N45#1 1788 540 N45#2 3528 1080 N10#1 1768 540
N10#2 1752 540 N8#1 1768 540 N8#2 1748 540
N11#1 1732 540 N11#2 3528 1080 N7#1 1764 540
N7#2 1748 540 N6#1 1752 540 N6#2 1732 540
N5#1 1768 540 N5#2 1752 540 N4#1 1764 540
N4#2 1748 540 N2#1 1760 540 N2#2 3528 1080
N36#1 1772 540 N36#2 3544 1080 N35#1 1784 540
N35#2 1784 540 N23#1 1764 540 N23#2 3552 1080
N22#1 1764 540 N22#2 1760 540 N20#1 1744 540
N20#2 1684 540 N19#1 1776 540 N19#2 3508 1080
N18#1 1760 540 N18#2 3528 1080 N17#1 1776 540
N17#2 3584 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 48.3000 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 6.465438E+03 48.300
Total Infiltration 5.530120E+01 0.413
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 6.417020E+03 47.938
Total Water remaining in Surface Storage 3.225231E+00 0.024
Infiltration over the Pervious Area... 5.530120E+01 0.801
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 6.475546E+03 48.376
Total Precipitation + Initial Storage. 6.465438E+03 48.300
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.1563
****************************************************
* 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.............. 6.417020E+03 47.938
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.................. 6.396334E+03 47.784
Initial Storage + Inflow.................... 6.417020E+03 47.938
Final Storage + Outflow + Diverted GW....... 6.396334E+03 47.784
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.3234
##################################################
# 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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.56777 0.00000 47.55681 0.00000 47.55923
Total Losses (mm)...... 0.00000 0.72304 0.00000 0.73057 0.00000 0.72899
Remaining Depth (mm)... 0.00000 0.00918 0.00000 0.01262 0.00000 0.01177
Peak Runoff Rate (cms). 0.00000 0.09012 0.00000 0.05453 0.00000 0.08289
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.35765 48.40136 48.38387 48.45389 48.38384 48.45717
Peak Runoff Rate (cms). 0.00060 0.11324 0.05574 0.02448 0.08176 0.03709
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.35765 48.40136 48.38387 48.45389 48.38384 48.45717
Peak Runoff Rate (cms). 0.00060 0.11324 0.05574 0.02448 0.08176 0.03709
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) 48.35765 48.02625 48.38387 47.82593 48.38384 47.82861
Peak Runoff Rate (cms). 0.00060 0.20337 0.05574 0.07900 0.08176 0.11999
Unit Runoff (mm/hr).... 219.39647 223.70494 224.83873 220.60546 224.83377 221.09473
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.55607 0.00000 47.51616 0.00000 47.50182
Total Losses (mm)...... 0.00000 0.73105 0.00000 0.75012 0.00000 0.75455
Remaining Depth (mm)... 0.00000 0.01289 0.00000 0.03372 0.00000 0.04363
Peak Runoff Rate (cms). 0.00000 0.10191 0.00000 0.16724 0.00000 0.01869
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.38430 48.47076 48.36426 48.39826 48.35786 0.00000
Peak Runoff Rate (cms). 0.09417 0.03563 0.12735 0.10145 0.01391 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.38430 48.47076 48.36426 48.39826 48.35786 0.00000
Peak Runoff Rate (cms). 0.09417 0.03563 0.12735 0.10145 0.01391 0.00039
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) 48.38430 47.78474 48.36426 47.82490 48.35786 47.50182
Peak Runoff Rate (cms). 0.09417 0.13754 0.12735 0.26869 0.01391 0.01869
Unit Runoff (mm/hr).... 224.89322 219.94202 221.19549 209.75511 219.45982 193.85690
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.53064 0.00000 47.57029 0.00000 47.53880
Total Losses (mm)...... 0.00000 0.74453 0.00000 0.72118 0.00000 0.74076
Remaining Depth (mm)... 0.00000 0.02483 0.00000 0.00853 0.00000 0.02044
Peak Runoff Rate (cms). 0.00000 0.16588 0.00000 0.06617 0.00000 0.12330
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.39538 48.39340 48.40304 48.48324 48.45953 0.00000
Peak Runoff Rate (cms). 0.08220 0.13067 0.05743 0.02526 0.00063 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.39538 48.39340 48.40304 48.48324 48.45953 0.00000
Peak Runoff Rate (cms). 0.08220 0.13067 0.05743 0.02526 0.00063 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) 48.39538 47.89300 48.40304 47.81679 48.45953 47.53880
Peak Runoff Rate (cms). 0.08220 0.29655 0.05743 0.09143 0.00063 0.12330
Unit Runoff (mm/hr).... 226.04646 215.29453 226.59201 222.74104 227.85219 211.13041
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.55019 0.00000 47.56634 0.00000 47.55182
Total Losses (mm)...... 0.00000 0.73463 0.00000 0.72408 0.00000 0.73366
Remaining Depth (mm)... 0.00000 0.01518 0.00000 0.00958 0.00000 0.01451
Peak Runoff Rate (cms). 0.00000 0.13827 0.00000 0.02545 0.00000 0.08260
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.16849 0.00000 48.43643 48.48510 48.40260 48.52646
Peak Runoff Rate (cms). 0.00040 0.00000 0.01756 0.00879 0.07615 0.01077
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.16849 0.00000 48.43643 48.48510 48.40260 48.52646
Peak Runoff Rate (cms). 0.00040 0.00001 0.01756 0.00879 0.07615 0.01077
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) 48.16849 47.55019 48.43643 47.79603 48.40260 47.65904
Peak Runoff Rate (cms). 0.00040 0.13827 0.01756 0.03424 0.07615 0.09337
Unit Runoff (mm/hr).... 144.05875 215.41358 227.66082 221.96849 226.56533 217.27757
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.55152 0.00000 47.57950 0.00000 47.58602
Total Losses (mm)...... 0.00000 0.73385 0.00000 0.71399 0.00000 0.70858
Remaining Depth (mm)... 0.00000 0.01463 0.00000 0.00651 0.00000 0.00539
Peak Runoff Rate (cms). 0.00000 0.12369 0.00000 0.04963 0.00000 0.00993
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.35765 0.00000 48.41406 48.52770 48.42583 48.53417
Peak Runoff Rate (cms). 0.00060 0.00000 0.06257 0.00565 0.02193 0.00179
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.35765 0.00000 48.41406 48.52770 48.42583 48.53417
Peak Runoff Rate (cms). 0.00060 0.00002 0.06257 0.00565 0.02193 0.00179
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) 48.35765 47.55152 48.41406 47.67432 48.42583 47.72825
Peak Runoff Rate (cms). 0.00060 0.12369 0.06257 0.05528 0.02193 0.01172
Unit Runoff (mm/hr).... 219.39647 215.85950 227.12515 222.96209 227.47253 223.95420
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.55848 0.00000 47.52279 0.00000 47.57137
Total Losses (mm)...... 0.00000 0.72949 0.00000 0.74772 0.00000 0.72037
Remaining Depth (mm)... 0.00000 0.01203 0.00000 0.02949 0.00000 0.00826
Peak Runoff Rate (cms). 0.00000 0.03822 0.00000 0.06447 0.00000 0.04613
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.40314 48.47030 48.30476 48.42884 48.44240 48.49214
Peak Runoff Rate (cms). 0.03621 0.01404 0.05313 0.02526 0.03200 0.01585
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.40314 48.47030 48.30476 48.42884 48.44240 48.49214
Peak Runoff Rate (cms). 0.03621 0.01404 0.05313 0.02526 0.03200 0.01585
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) 48.40314 47.79556 48.30476 47.75836 48.44240 47.80156
Peak Runoff Rate (cms). 0.03621 0.05226 0.05313 0.08973 0.03200 0.06198
Unit Runoff (mm/hr).... 226.59815 220.56704 196.78848 210.13785 227.73239 222.75971
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.65783 0.00000 47.50379 0.00000 47.57669
Total Losses (mm)...... 0.00000 0.64122 0.00000 0.75399 0.00000 0.71624
Remaining Depth (mm)... 0.00000 0.00094 0.00000 0.04222 0.00000 0.00707
Peak Runoff Rate (cms). 0.00000 0.01194 0.00000 0.14523 0.00000 0.04816
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.41588 48.49165 48.47930 48.44389 48.44960 48.49942
Peak Runoff Rate (cms). 0.05257 0.00301 0.02260 0.03727 0.03326 0.01648
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.41588 48.49165 48.47930 48.44389 48.44960 48.49942
Peak Runoff Rate (cms). 0.05257 0.00301 0.02260 0.03727 0.03326 0.01648
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) 48.41588 47.82460 48.47930 47.67301 48.44960 47.80737
Peak Runoff Rate (cms). 0.05257 0.01496 0.02260 0.18250 0.03326 0.06464
Unit Runoff (mm/hr).... 227.19135 226.25291 227.90569 200.74861 227.79532 223.46549
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.51247 0.00000 47.53264 0.00000 47.52217
Total Losses (mm)...... 0.00000 0.75135 0.00000 0.74365 0.00000 0.74795
Remaining Depth (mm)... 0.00000 0.03618 0.00000 0.02371 0.00000 0.02988
Peak Runoff Rate (cms). 0.00000 0.13670 0.00000 0.06319 0.00000 0.05612
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.48712 48.45105 48.37871 0.00000 48.37223 0.00000
Peak Runoff Rate (cms). 0.02072 0.03434 0.14199 0.00000 0.13513 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.48712 48.45105 48.37871 0.00000 48.37223 0.00000
Peak Runoff Rate (cms). 0.02072 0.03434 0.14199 0.00402 0.13513 0.00383
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) 48.48712 47.68141 48.37871 47.53264 48.37223 47.52217
Peak Runoff Rate (cms). 0.02072 0.17104 0.14199 0.06319 0.13513 0.05612
Unit Runoff (mm/hr).... 227.91489 204.24201 224.10034 208.51656 222.96257 203.73082
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.49796 0.00000 47.52330 0.00000 47.46795
Total Losses (mm)...... 0.00000 0.75559 0.00000 0.74752 0.00000 0.76208
Remaining Depth (mm)... 0.00000 0.04646 0.00000 0.02918 0.00000 0.06997
Peak Runoff Rate (cms). 0.00000 0.39019 0.00000 0.05515 0.00000 0.14455
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.26804 48.50449 48.37035 0.00000 48.33750 0.00000
Peak Runoff Rate (cms). 0.00049 0.04029 0.12877 0.00000 0.40143 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.26804 48.50449 48.37035 0.00000 48.33750 0.00000
Peak Runoff Rate (cms). 0.00049 0.04029 0.12877 0.00365 0.40143 0.01137
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) 48.26804 47.57848 48.37035 47.52330 48.33750 47.46795
Peak Runoff Rate (cms). 0.00049 0.43048 0.12877 0.05515 0.40143 0.14455
Unit Runoff (mm/hr).... 179.48167 194.84493 222.58361 204.26683 212.10958 177.86662
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.52928 0.00000 47.52174 0.00000 47.50362
Total Losses (mm)...... 0.00000 0.74511 0.00000 0.74811 0.00000 0.75404
Remaining Depth (mm)... 0.00000 0.02561 0.00000 0.03014 0.00000 0.04234
Peak Runoff Rate (cms). 0.00000 0.05874 0.00000 0.10877 0.00000 0.15933
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.37564 0.00000 48.36984 0.00000 48.35765 48.49200
Peak Runoff Rate (cms). 0.13859 0.00000 0.27825 0.00000 0.00060 0.02072
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.37564 0.00000 48.36984 0.00000 48.35765 48.49200
Peak Runoff Rate (cms). 0.13859 0.00392 0.27825 0.00788 0.00060 0.02072
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) 48.37564 47.52928 48.36984 47.52174 48.35765 47.60246
Peak Runoff Rate (cms). 0.13859 0.05874 0.27825 0.10877 0.00060 0.18005
Unit Runoff (mm/hr).... 223.59262 207.01958 222.47699 203.53168 219.39647 198.05724
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.55425 0.00000 47.64269 0.00000 47.59572
Total Losses (mm)...... 0.00000 0.73219 0.00000 0.65600 0.00000 0.70017
Remaining Depth (mm)... 0.00000 0.01357 0.00000 0.00130 0.00000 0.00411
Peak Runoff Rate (cms). 0.00000 0.07410 0.00000 0.01306 0.00000 0.16424
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.38529 48.46085 48.44074 0.00000 48.37080 48.43396
Peak Runoff Rate (cms). 0.06509 0.02881 0.03137 0.00000 0.00061 0.20383
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.38529 48.46085 48.44074 0.00000 48.37080 48.43396
Peak Runoff Rate (cms). 0.06509 0.02881 0.03137 0.00089 0.00061 0.20383
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) 48.38529 47.79903 48.44074 47.64269 48.37080 48.05675
Peak Runoff Rate (cms). 0.06509 0.10291 0.03137 0.01306 0.00061 0.36806
Unit Runoff (mm/hr).... 225.01829 219.73972 227.71450 225.73297 222.67702 226.07062
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.55407 0.00000 47.38512 0.00000 47.49224
Total Losses (mm)...... 0.00000 0.73230 0.00000 0.77205 0.00000 0.75703
Remaining Depth (mm)... 0.00000 0.01363 0.00000 0.14282 0.00000 0.05073
Peak Runoff Rate (cms). 0.00000 0.12714 0.00000 0.12692 0.00000 0.23951
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.36511 0.00000 48.30404 0.00000 48.39878 48.38363
Peak Runoff Rate (cms). 0.00061 0.00000 0.39450 0.00000 0.07731 0.15325
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.36511 0.00000 48.30404 0.00000 48.39878 48.38363
Peak Runoff Rate (cms). 0.00061 0.00002 0.39450 0.01117 0.07731 0.15325
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) 48.36511 47.55407 48.30404 47.38512 48.39878 47.80423
Peak Runoff Rate (cms). 0.00061 0.12714 0.39450 0.12692 0.07731 0.39276
Unit Runoff (mm/hr).... 221.40560 216.68209 196.43784 147.19760 226.31013 201.65735
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).... 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.49339 0.00000 47.53225
Total Losses (mm)...... 0.00000 0.75675 0.00000 0.74383
Remaining Depth (mm)... 0.00000 0.04986 0.00000 0.02393
Peak Runoff Rate (cms). 0.00000 0.20229 0.00000 0.05682
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.35133 48.48415 48.40385 48.51624
Peak Runoff Rate (cms). 0.05390 0.02700 0.01686 0.00691
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.35133 48.48415 48.40385 48.51624
Peak Runoff Rate (cms). 0.05390 0.02700 0.01686 0.00691
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) 48.35133 47.59246 48.40385 47.63065
Peak Runoff Rate (cms). 0.05390 0.22929 0.01686 0.06373
Unit Runoff (mm/hr).... 217.38921 193.56404 226.64011 210.30128
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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150.000 = # # =
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RAINFALL | # # |
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IN | # # |
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50.000 # ################## =
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0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE
DEVELOPED CASE
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 1440
Length of integration step is...... 5.00 seconds
Simulation length.................. 2.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
50b50 Positive Flap Gate
49b40 Positive Flap Gate
51b50 Positive Flap Gate
3635o Positive Flap Gate
3533u Positive Flap Gate
0302o Positive Flap Gate
14b14au Positive Flap Gate
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 45.0 meters. Maximum Elevation : 9.30 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 1.01 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 2.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+00 m
" " : 0.045 Beyond Station 2.9 Max left bank area : 0.02 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.98 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4946
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 45.0 meters. Maximum Elevation : 5.20 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4440
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 45.0 meters. Maximum Elevation : 8.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 24.0 meters. Maximum Elevation : 9.60 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4241
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 24.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 27.5 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 27.5 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 27.5 meters. Maximum Section Area : 9.92 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.08E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.90 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 50b50
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.80 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 49b40
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 51b50
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 10.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 5352o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 0.56 m^2.
Maximum hydraulic radius : 0.23 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.41E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.54 m^2
Natural Cross-Section information for Channel 5238o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 35.0 meters. Maximum Elevation : 7.50 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 3851o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 55.0 meters. Maximum Elevation : 6.70 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 4845o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4140o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 38.0 meters. Maximum Elevation : 8.00 meters.
Main Channel Length : 38.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 38.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4038o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 68.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 68.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 68.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3938o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 40.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.025 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.035 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 10.0 meters. Maximum Elevation : 6.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.20 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 48.32 m^2.
Maximum hydraulic radius : 1.10 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.40E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 16.50 m^2
Max right bank area : 18.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.66 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14b14ao
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 45.0000 Natural 1.0073 0.0450 2.9550 0.4000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 4946 45.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
5 4440 45.0000 Natural 2.0882 0.0180 7.5352 0.4000
6 4342 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
7 4241 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
8 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
9 3534 27.5000 Natural 9.9250 0.0450 19.9000 0.5000
10 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
11 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
12 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
13 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
14 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
15 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
16 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
17 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
18 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
19 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
20 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
21 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
22 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
23 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
24 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
25 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
26 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
27 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
28 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
29 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
30 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
31 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
32 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
33 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
34 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
35 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
36 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
37 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
38 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
39 50b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
40 49b40 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
41 51b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
42 L610 50.0000 Circular 0.1590 0.0120 0.4500 0.4500
43 5352o 33.0000 Natural 0.5580 0.0350 1.9200 0.3000
44 5352u 35.0000 Circular 0.0177 0.0140 0.1500 0.1500
45 5238o 35.0000 Natural 0.7520 0.0350 1.9600 0.4000
46 5238u 41.0000 Circular 0.0398 0.0130 0.2250 0.2250
47 3851o 55.0000 Natural 0.7520 0.0350 1.9600 0.4000
48 3851u 55.0000 Circular 0.0398 0.0130 0.2250 0.2250
49 5148u 21.0000 Circular 0.0398 0.0140 0.2250 0.2250
50 5049u 37.0000 Circular 0.0398 0.0140 0.2250 0.2250
51 4948u 20.0000 Circular 0.0398 0.0140 0.2250 0.2250
52 4845o 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
53 4845u 60.0000 Circular 0.0707 0.0130 0.3000 0.3000
54 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
55 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
56 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
57 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
58 4140o 38.0000 Natural 2.0882 0.0180 7.5352 0.4000
59 4140u 32.0000 Circular 0.1104 0.0130 0.3750 0.3750
60 4038o 68.0000 Natural 4.1558 0.0180 14.9231 0.4000
61 4038u 68.0000 Circular 0.1590 0.0130 0.4500 0.4500
62 3938o 40.0000 Natural 1.9520 0.0250 4.9600 0.4000
63 3938u 40.0000 Circular 0.0177 0.0120 0.1500 0.1500
64 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
65 3836u 40.0000 Circular 0.1590 0.0130 0.4500 0.4500
66 3635o 10.0000 Natural 48.3161 0.0350 41.8949 1.2000
67 3635u 10.0000 Circular 0.1590 0.0120 0.4500 0.4500
68 3533u 38.0000 Circular 0.1590 0.0120 0.4500 0.4500
69 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
70 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
71 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
72 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
73 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
74 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
75 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
76 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
77 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
78 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
79 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
80 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
81 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
82 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
83 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
84 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
85 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
86 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
87 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
88 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
89 14b14ao 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
90 14b14au 10.0000 Circular 0.0707 0.0140 0.3000 0.3000
Total length of all conduits .... 3396.5000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1714B 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
L610 1.0000 1.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5238u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5148u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5049u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4948u 1.0000 0.2500 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4845u 1.0000 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4140u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4038u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3938u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3836u 1.0000 0.4000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3635o 1.0000 2.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Kinematic Wave
3635u 1.0000 2.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3533u 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14b14au 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.20
5047 0.15
4946 0.16
5114b 0.14
4440 0.18
4342 0.34
4241 0.34
3736 0.17
3534 0.40
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
50b50 0.98
49b40 0.98
51b50 0.98
L610 0.21
5352o 0.26
5352u 0.17
5238o 0.28
5238u 0.18
3851o 0.18
3851u 0.14
5148u 0.35
5049u 0.20
4948u 0.37
4845o 0.12
4845u 0.14
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
4140o 0.22
4140u 0.30
4038o 0.12
4038u 0.15
3938o 0.25
3938u 0.15
3836o 0.19
3836u 0.26
3635o 1.68 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3635u 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3533u 0.28
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14b14ao 0.98
14b14au 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.1475E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.3000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.8000 7.4000 0.0000 0.0000 100.0000
3 N52 10.0000 7.5000 6.1000 0.0000 0.0000 100.0000
4 N38 10.0000 6.7000 5.0000 0.0000 0.0000 100.0000
5 N51B 10.0000 5.4000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 4.8000 3.6000 0.0000 0.0000 100.0000
7 N50B 10.0000 6.3000 4.7000 0.0000 0.0000 100.0000
8 N49B 10.0000 5.6000 4.0000 0.0000 0.0000 100.0000
9 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
10 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
11 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
12 N43 10.0000 9.6000 9.2000 0.0000 0.0000 100.0000
13 N42 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
14 N41 10.0000 8.0000 6.6000 0.0000 0.0000 100.0000
15 N44 10.0000 8.4000 8.0000 0.0000 0.0000 100.0000
16 N40 10.0000 7.0000 5.6000 0.0000 0.0000 100.0000
17 N39 10.0000 7.4000 6.0000 0.0000 0.0000 100.0000
18 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
19 N36 10.0000 6.9700 4.4700 0.0000 0.0000 100.0000
20 N35 10.0000 6.4000 4.0000 0.0000 0.0000 100.0000
21 N34 10.0000 4.8000 4.1000 0.0000 0.0000 100.0000
22 N33 10.0000 3.0500 2.6000 0.0000 0.0000 100.0000
23 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
24 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
25 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
26 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
27 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
28 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
29 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
30 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
31 N23 10.0000 5.0000 4.7000 0.0000 0.0000 Section 3
100.0000
32 N22 10.0000 4.6000 1.8600 0.0000 0.0000 100.0000
33 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
34 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
35 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
36 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
37 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
38 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
39 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
40 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
41 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
42 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
43 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
44 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
45 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
46 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
47 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
48 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
49 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
50 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
51 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
52 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
53 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
54 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
55 N50 10.0000 6.1000 5.7000 0.0000 0.0000 100.0000
56 N49 10.0000 5.4000 5.0000 0.0000 0.0000 100.0000
57 N51 10.0000 5.2000 4.8000 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160872.3200 17772.6800 No Ponding Normal 0 0.0000
2 N53 -160580.0050 12711.2450 No Ponding Normal 0 0.0000
3 N52 -166206.7250 12636.2550 No Ponding Normal 0 0.0000
4 N38 -171833.4400 12853.3400 No Ponding Normal 0 0.0000
5 N51B -176819.5150 14749.0650 No Ponding Normal 0 0.0000
6 N48 -176977.5250 20615.6450 No Ponding Normal 0 0.0000
7 N50B -176738.5150 28838.2450 No Ponding Normal 0 0.0000
8 N49B -176841.2250 25550.3700 No Ponding Normal 0 0.0000
9 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
10 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
11 N45 -183719.9500 18191.7850 No Ponding Normal 0 0.0000
12 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
13 N42 -165291.9300 30668.6650 No Ponding Normal 0 0.0000
14 N41 -170380.0400 30590.2250 No Ponding Normal 0 0.0000
15 N44 -166055.6050 26690.4250 No Ponding Normal 0 0.0000
16 N40 -171689.2050 27152.6450 No Ponding Normal 0 0.0000
17 N39 -169210.8050 17901.7100 No Ponding Normal 0 0.0000
18 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
19 N36 -171862.5500 8815.4800 No Ponding Normal 0 0.0000
20 N35 -175494.0450 7855.2280 No Ponding Normal 0 0.0000
21 N34 -180931.2000 8787.5770 No Ponding Normal 0 0.0000
22 N33 -180375.0150 6166.6680 No Ponding Normal 0 0.0000
23 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
24 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
25 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
26 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
27 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
28 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
29 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
30 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
31 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
32 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
33 N21 -185518.7450 11528.0300 No Ponding Normal 0 0.0000
34 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
35 N19 -189538.9050 -2208.3699 No Ponding Normal 0 0.0000
36 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
37 N17 -189306.1300 11452.3900 No Ponding Normal 0 0.0000
38 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
39 N15 -194758.4350 18301.8800 No Ponding Normal 0 0.0000
40 N14B -191661.4300 13346.4450 No Ponding Normal 0 0.0000
41 N14A -195792.5400 13900.6050 No Ponding Normal 0 0.0000
42 N13 -199667.0250 14032.5300 No Ponding Normal 0 0.0000
43 N12 -202825.1500 14195.2450 No Ponding Normal 0 0.0000
44 N11 -206840.8500 15119.2750 No Ponding Normal 0 0.0000
45 N10 -202446.6200 -2736.1661 No Ponding Normal 0 0.0000
46 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
47 N8 -207698.0100 6065.0360 No Ponding Normal 0 0.0000
48 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
49 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
50 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
51 N4 -211172.2100 11068.6850 No Ponding Normal 0 0.0000
52 N3 -210589.2150 16923.5400 No Ponding Normal 0 0.0000
53 N2 -211862.4350 20866.5750 No Ponding Normal 0 0.0000
54 N1 -212673.2100 25464.4650 No Ponding Normal 0 0.0000
55 N50 -179020.4400 28627.8600 No Ponding Normal 0 0.0000
56 N49 -178928.3200 24844.1900 No Ponding Normal 0 0.0000
57 N51 -178437.5100 14849.0750 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N53 8.9000 8.4000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 4946 N49 N46 5.0000 4.0000 No Design
4 5114b N51 N14B 4.8000 3.0000 No Design
5 4440 N44 N40 8.0000 6.0000 No Design
6 4342 N43 N42 9.2000 8.3000 No Design
7 4241 N42 N41 8.3000 7.6000 No Design
8 3736 N37 N36 7.0000 5.5200 No Design
9 3534 N35 N34 5.2000 4.3000 No Design
10 3422 N34 N22 4.3000 4.2000 No Design
11 3130 N31 N30 7.5000 5.7000 No Design
12 3024 N30 N24 4.2000 2.8600 No Design
13 3036 N30 N36 5.6200 5.5200 No Design
14 2827 N28 N27 8.3000 6.7000 No Design
15 2726 N27 N26 6.7000 6.5000 No Design
16 2629 N26 N29 6.5000 6.4000 No Design
17 2930 N29 N30 6.4000 5.6200 No Design
18 2725 N27 N25 5.3500 4.8700 No Design
19 2524 N25 N24 4.8700 2.8600 No Design
20 2422 N24 N22 2.5900 1.8600 No Design
21 L575 N23 N22 4.7000 3.4000 No Design
22 2117 N21 N17 3.0000 2.9500 No Design
23 1714B N17 N14B 2.9000 2.8500 No Design
24 1716 N17 N16 1.7500 1.3500 No Design
25 1615 N16 N15 1.3400 1.2100 No Design
26 1614A N16 N14A 1.6500 1.6000 No Design
27 4514B N45 N14B 3.5000 2.8500 No Design
28 4515 N45 N15 2.5000 1.2100 No Design
29 1502 N15 N2 1.2100 1.0500 No Design
30 14A13 N13 N14A 1.8600 1.6000 No Design
31 1312 N13 N12 1.8600 1.6800 No Design
32 1211 N12 N11 1.6800 1.3400 No Design
33 1103 N11 N3 1.3400 1.1000 No Design
34 0912 N9 N12 3.5000 2.0000 No Design
35 0908 N9 N8 2.5000 2.0000 No Design
36 0811 N8 N11 3.0000 2.0000 No Design
37 0804 N8 N4 2.0000 1.7000 No Design
38 0201 N2 N1 1.0500 0.9300 No Design
39 50b50 N50B N50 5.9000 5.7000 No Design
40 49b40 N49B N49 5.2000 5.0000 No Design
41 51b50 N51B N51 5.0000 4.8000 No Design
42 L610 N33 N22 2.6000 1.8600 No Design
43 5352o N53 N52 8.4000 7.1000 No Design
44 5352u N53 N52 7.4000 6.1000 No Design
45 5238o N52 N38 7.1000 6.0000 No Design
46 5238u N52 N38 6.1000 5.0000 No Design
47 3851o N38 N51B 6.3000 5.0000 No Design
48 3851u N38 N51B 5.0000 3.8000 No Design
49 5148u N51B N48 3.8000 3.6000 No Design
50 5049u N50B N49B 5.7000 5.0000 No Design
51 4948u N49B N48 4.0000 3.6000 No Design
52 4845o N48 N45 4.6000 3.5000 No Design
53 4845u N48 N45 3.6000 2.5000 No Design
54 4746o N47 N46 4.6000 4.0000 No Design
55 4746u N47 N46 3.6000 3.0000 No Design
56 4645o N46 N45 4.0000 3.5000 No Design
57 4645u N46 N45 3.0000 2.5000 No Design
58 4140o N41 N40 7.6000 6.6000 No Design
59 4140u N41 N40 6.6000 5.6000 No Design
60 4038o N40 N38 6.6000 6.0000 No Design
61 4038u N40 N38 5.6000 5.0000 No Design
62 3938o N39 N38 7.0000 6.0000 No Design
63 3938u N39 N38 6.0000 5.0000 No Design
64 3836o N38 N36 6.0000 5.5200 No Design
65 3836u N38 N36 5.0000 4.4700 No Design
66 3635o N36 N35 5.7700 5.2000 No Design
67 3635u N36 N35 4.4700 4.0000 No Design
68 3533u N35 N33 4.0000 2.6000 No Design
69 2217o N22 N17 3.4000 2.9500 No Design
70 2217u N22 N17 1.8600 1.7500 No Design
71 2019o N20 N19 7.0000 6.0000 No Design
72 2019u N20 N19 6.0000 4.5000 No Design
73 1918o N19 N18 6.0000 3.0000 No Design
74 1918u N19 N18 4.5000 1.9000 No Design
75 1817o N18 N17 3.0000 2.9500 No Design
76 1817u N18 N17 1.9000 1.7500 No Design
77 1009o N10 N9 4.6000 3.5000 No Design
78 1009u N10 N9 3.6000 2.5000 No Design
79 0706o N7 N6 5.0000 4.5000 No Design
80 0706u N7 N6 4.0000 3.5000 No Design
81 0604o N6 N4 4.5000 2.8000 No Design
82 0604u N6 N4 3.5000 1.7000 No Design
83 0504o N5 N4 4.3000 2.8000 No Design
84 0504u N5 N4 3.3000 1.7000 No Design
85 0403o N4 N3 2.8000 2.0000 No Design
86 0403u N4 N3 1.7000 1.1000 No Design
87 0302o N3 N2 1.8200 1.8100 No Design
88 0302u N3 N2 1.1000 1.0500 No Design
89 14b14ao N14B N14A 2.9900 2.5000 No Design
90 14b14au N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE
DEVELOPED CASE
Title from immediately preceding computational layer
EAGLE DRIVE
DEVELOPED CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 38
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.08
#################################################
# Element numbers of interface inlet locations: #
#################################################
N21 N37 N31 N28 N27 N26 N29
N30 N54 N53 N52 N44 N43 N42
N40 N39 N38 N51B N50B N47 N49B
N45 N10 N8 N11 N7 N6 N5
N4 N2 N36 N35 N23 N22 N20
N19 N18 N17
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 1.0248 0.0111
5047 2.8812 0.0234
4946 2.8075 0.0222
5114b 3.5733 0.0360
4440 10.0429 0.0444
4342 9.2249 0.0375
4241 8.1356 0.0292
3736 14.9983 0.0296
3534 24.3602 0.0327
3422 2.2724 0.0025
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
50b50 13.6470 0.0200
49b40 13.6470 0.0200
51b50 13.6470 0.0200
L610 0.3758 0.0148
5352o 1.1925 0.0394
5352u 0.0273 0.0371
5238o 1.6591 0.0314
5238u 0.0735 0.0268
3851o 1.4388 0.0236
3851u 0.0663 0.0218
5148u 0.0407 0.0095
5049u 0.0573 0.0189
4948u 0.0590 0.0200
4845o 2.5500 0.0183
4845u 0.1309 0.0183
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
4140o 7.7278 0.0263
4140u 0.3099 0.0313
4038o 9.0986 0.0088
4038u 0.2678 0.0088
3938o 6.1031 0.0250
3938u 0.0261 0.0250
3836o 9.9729 0.0120
3836u 0.3282 0.0133
3635o 350.7969 0.0570
3635u 0.6696 0.0470
3533u 0.5928 0.0368
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14b14ao 75.9084 0.0490
14b14au 0.1270 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 7.40 N52/ 0.00 / 6.10
N38/ 0.00 / 5.00 N51B/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50B/ 0.00 / 4.70 N49B/ 0.00 / 4.00 N47/ 0.00 / 3.60
N46/ 0.00 / 3.00 N45/ 0.00 / 2.50 N43/ 0.00 / 9.20
N42/ 0.00 / 8.30 N41/ 0.00 / 6.60 N44/ 0.00 / 8.00
N40/ 0.00 / 5.60 N39/ 0.00 / 6.00 N37/ 0.00 / 7.00
N36/ 0.00 / 4.47 N35/ 0.00 / 4.00 N34/ 0.00 / 4.10
N33/ 0.00 / 2.60 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
N50/ 0.00 / 5.70 N49/ 0.00 / 5.00 N51/ 0.00 / 4.80
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.40/ 7.40 5047/ 3.60/ 3.60 4946/ 3.00/ 3.00
5114b/ 1.80/ 1.80 4440/ 5.60/ 5.60 4342/ 8.30/ 8.30
4241/ 6.60/ 6.60 3736/ 4.47/ 4.47 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 50b50/ 5.70/ 5.70
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 1.86/ 1.86
5352o/ 6.10/ 6.10 5352u/ 6.10/ 6.10 5238o/ 5.00/ 5.00
5238u/ 5.00/ 5.00 3851o/ 3.80/ 3.80 3851u/ 3.80/ 3.80
5148u/ 3.60/ 3.60 5049u/ 4.00/ 4.00 4948u/ 3.60/ 3.60
4845o/ 2.50/ 2.50 4845u/ 2.50/ 2.50 4746o/ 3.00/ 3.00
4746u/ 3.00/ 3.00 4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50
4140o/ 5.60/ 5.60 4140u/ 5.60/ 5.60 4038o/ 5.00/ 5.00
4038u/ 5.00/ 5.00 3938o/ 5.00/ 5.00 3938u/ 5.00/ 5.00
3836o/ 4.47/ 4.47 3836u/ 4.47/ 4.47 3635o/ 4.00/ 4.00
3635u/ 4.00/ 4.00 3533u/ 2.60/ 2.60 2217o/ 1.75/ 1.75
2217u/ 1.75/ 1.75 2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50
1918o/ 1.90/ 1.90 1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75
1817u/ 1.75/ 1.75 1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50
0706o/ 3.50/ 3.50 0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70
0604u/ 1.70/ 1.70 0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70
0403o/ 1.10/ 1.10 0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05
0302u/ 1.05/ 1.05 14b14ao/ 1.65/ 1.65 14b14au/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 40.0000
N53 1.5435 3.8589 140.0000
N52 1.4237 3.5592 35.0000
N38 1.3790 3.4476 5070.0000
N51B 1.6729 4.1824 65.0000
N48 2.1662 5.4155 5.0000
N50B 1.6874 4.2184 90.0000
N49B 2.1451 5.3628 55.0000
N47 0.8834 2.2086 20.0000
N46 0.6415 1.6039 20.0000
N45 1.5016 3.7541 60.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 1.1410 2.8525 110.0000
N44 22.4183 50.0000 0.0000
N40 3.3084 8.2711 105.0000
N39 1.8639 4.6597 5.0000
N37 28.9530 50.0000 0.0000
N36 1.7075 4.2689 0.0000
N35 1.2034 3.0085 15.0000
N34 2.6177 6.5441 180.0000
N33 0.8111 2.0278 40.0000
N31 18.4590 46.1476 0.0000
N30 0.7201 1.8002 60.0000
N29 32.9717 50.0000 0.0000
N28 16.4081 41.0202 0.0000
N27 2.0356 5.0889 310.0000
N26 44.6690 50.0000 0.0000
N25 1.9648 4.9119 0.0000
N24 0.9805 2.4514 25.0000
N23 6.9493 17.3733 0.0000
N22 0.1860 0.4651 15.0000
N21 1.2012 3.0031 75.0000
N20 0.3874 0.9685 45.0000
N19 0.1981 0.4954 70.0000
N18 1.5541 3.8852 10.0000
N17 1.9548 4.8870 80.0000
N16 4.0716 10.1790 0.0000
N15 8.1848 20.4621 0.0000
N14B 0.3489 0.8723 115.0000
N14A 11.2764 28.1910 0.0000
N13 9.4277 23.5692 0.0000
N12 19.1702 47.9255 0.0000
N11 17.8623 44.6558 0.0000
N10 0.9466 2.3665 50.0000
N9 0.9273 2.3181 45.0000
N8 0.6488 1.6221 55.0000
N7 1.1655 2.9138 70.0000
N6 0.7498 1.8746 15.0000
N5 0.9917 2.4792 105.0000
N4 1.8690 4.6725 0.0000
N3 24.7623 50.0000 0.0000
N2 15.9546 39.8866 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...N38
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 32.2571 32.2571 50.0000 1.5000 -0.0006 0.2262 Normal Soln
5047 50.0000 50.0000 50.0000 0.0000 -0.0006 0.0102 Normal Soln
4946 50.0000 50.0000 50.0000 0.0000 -0.0013 0.0586 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0022 0.0574 Normal Soln
4440 25.9121 25.9121 38.3818 0.0000 -0.0028 0.0353 Normal Soln
4342 15.2959 15.2959 26.8001 0.0000 -0.0020 0.0269 Normal Soln
4241 11.8106 11.8106 18.2604 0.0000 -0.0023 0.0591 Normal Soln
3736 37.2274 37.2274 50.0000 0.0000 -0.0018 0.0179 Normal Soln
3534 17.2753 17.2753 40.8333 0.0000 0.0261 0.0989 Normal Soln
3422 22.4880 22.4880 50.0000 0.0000 0.0109 0.7232 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 -0.0046 0.0304 Normal Soln
3024 7.6117 7.6117 17.8334 0.0000 -0.0177 2.1095 Normal Soln
3036 12.3124 12.3124 50.0000 0.0000 -0.0162 0.3694 Normal Soln
2827 29.8381 29.8381 47.8545 0.0000 -0.0020 0.0294 Normal Soln
2726 8.0966 8.0966 49.7487 0.0000 -0.0065 0.0439 Normal Soln
2629 33.1530 33.1530 50.0000 0.0000 -0.0026 0.3285 Normal Soln
2930 28.0378 28.0378 50.0000 0.0000 0.0062 0.1289 Normal Soln
2725 4.9517 4.9517 12.4008 0.0000 0.0031 2.3663 Normal Soln
2524 14.5347 14.5347 32.9036 0.0000 0.0029 2.0673 Normal Soln
2422 6.3102 6.3102 18.4242 0.0000 0.0261 1.8091 Normal Soln
L575 47.7889 47.7889 50.0000 0.0000 -0.0053 0.1668 Normal Soln
2117 7.8285 7.8285 23.3248 0.0000 0.0055 0.0565 Normal Soln
1714B 20.6517 20.6517 50.0000 0.0000 0.0151 0.2139 Normal Soln
1716 4.5842 4.5842 12.4247 0.0000 -0.0264 1.4427 Normal Soln
1615 3.8907 3.8907 9.7343 0.0000 0.0148 3.4379 Normal Soln
1614A 1.7556 1.7556 5.1331 17.5833 -0.0129 2.9140 Normal Soln
4514B 16.5982 16.5982 28.0717 0.0000 0.0035 0.0276 Normal Soln
4515 5.8361 5.8361 13.7066 0.0000 0.0044 1.9944 Normal Soln
1502 14.9758 14.9758 32.8549 0.0000 0.0176 4.6141 Normal Soln
14A13 4.1166 4.1166 20.7761 0.0000 -0.0102 0.2272 Normal Soln
1312 6.2513 6.2513 30.0861 0.0000 0.0080 0.2353 Normal Soln
1211 16.6259 16.6259 50.0000 0.0000 0.0088 0.1607 Normal Soln
1103 15.7372 15.7372 50.0000 0.0000 -0.0071 0.1092 Normal Soln
0912 30.2483 30.2483 50.0000 0.0000 -0.0018 0.0153 Normal Soln
0908 11.4098 11.4098 41.7040 0.0000 0.0057 2.3010 Normal Soln
0811 42.0846 42.0846 50.0000 0.0000 0.0038 0.0550 Normal Soln
0804 10.7475 10.7475 33.0228 0.0000 -0.0094 3.1324 Normal Soln
0201 3.0570 3.0570 7.3147 2.5000 0.1383 0.0825 Normal Soln
50b50 11.6168 11.6168 21.5162 0.0000 -0.0017 0.0022 Normal Soln
49b40 7.7900 7.7900 11.8094 0.0000 0.0037 0.0121 Normal Soln
51b50 6.9108 6.9108 10.1528 0.0000 0.0043 0.0152 Normal Soln
L610 7.8428 7.8428 22.1842 0.0000 0.0105 2.3783 Normal Soln
5352o 15.2993 15.2993 29.1653 0.0000 0.0040 0.3755 Normal Soln
5352u 6.8335 6.8335 17.7891 0.0000 0.0008 3.6932 Normal Soln
5238o 16.4488 16.4488 33.1537 0.0000 -0.0028 0.2755 Normal Soln
5238u 8.1035 8.1035 22.6419 0.0000 -0.0154 2.6388 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.1152 11.1152 33.9725 0.0000 -0.0094 2.6705 Normal Soln
5148u 4.1166 4.1166 11.7175 0.0000 0.0022 4.7051 Normal Soln
5049u 12.9561 12.9561 26.2690 0.0000 -0.0017 1.9108 Normal Soln
4948u 3.8775 3.8775 11.7491 0.0000 -0.0040 2.8737 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 0.0018 0.0136 Normal Soln
4845u 12.7066 12.7066 38.3866 0.0000 0.0023 1.9967 Normal Soln
4746o 48.5534 48.5534 50.0000 0.0000 -0.0001 0.0001 Normal Soln
4746u 5.4677 5.4677 18.2565 0.0000 0.0026 1.8585 Normal Soln
4645o 36.5031 36.5031 50.0000 0.0000 -0.0013 0.0072 Normal Soln
4645u 7.1213 7.1213 24.5605 0.0000 -0.0086 2.6062 Normal Soln
4140o 31.7844 31.7844 50.0000 0.0000 -0.0020 0.0065 Normal Soln
4140u 6.2668 6.2668 16.3353 0.0000 -0.0027 1.5237 Normal Soln
4038o 50.0000 50.0000 50.0000 0.0000 0.0016 0.0106 Normal Soln
4038u 14.3040 14.3040 45.3609 0.0000 -0.0114 2.3462 Normal Soln
3938o 39.1067 39.1067 50.0000 0.0000 0.0037 0.0216 Normal Soln
3938u 8.5368 8.5368 26.0717 0.0000 0.0004 2.5460 Normal Soln
3836o 28.5690 28.5690 50.0000 0.0000 0.0042 0.0912 Normal Soln
3836u 7.9615 7.9615 22.0021 0.0000 0.0370 3.3227 Normal Soln
3635o 6.5450 6.5450 11.7674 0.0000 0.0482 0.0071 Normal Soln
3635u 1.7757 1.7757 4.5551 98.4167 -0.0223 1.3671 Normal Soln
3533u 5.9923 5.9923 14.8066 0.0000 -0.0111 1.4099 Normal Soln
2217o 18.3022 18.3022 33.8394 0.0000 -0.0120 0.1234 Normal Soln
2217u 5.1566 5.1566 12.3125 0.0000 -0.0675 5.0106 Normal Soln
2019o 24.1098 24.1098 40.0890 0.0000 0.0165 0.0350 Normal Soln
2019u 5.0904 5.0904 11.2658 0.0000 0.0071 1.6073 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0015 0.0033 Normal Soln
1918u 16.0495 16.0495 37.0323 0.0000 -0.1589 2.0592 Normal Soln
1817o 14.7271 14.7271 38.4605 0.0000 -0.0052 0.1655 Normal Soln
1817u 4.2595 4.2595 11.9391 0.0000 -0.0193 3.5653 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 -0.0015 0.0040 Normal Soln
1009u 10.3995 10.3995 30.2364 0.0000 -0.0021 1.7071 Normal Soln
0706o 31.1033 31.1033 50.0000 0.0000 -0.0026 0.0269 Normal Soln
0706u 6.7934 6.7934 24.5080 0.0000 -0.0017 1.9563 Normal Soln
0604o 32.2250 32.2250 50.0000 0.0000 -0.0032 0.0890 Normal Soln
0604u 9.6616 9.6616 20.6550 0.0000 0.0028 2.2247 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0023 0.0163 Normal Soln
0504u 12.4530 12.4530 33.6448 0.0000 0.0028 1.9756 Normal Soln
0403o 16.8088 16.8088 36.9084 0.0000 -0.0037 0.0501 Normal Soln
0403u 3.3110 3.3110 7.2647 0.0000 -0.0148 1.2375 Normal Soln
0302o 8.7566 8.7566 25.4970 0.0000 0.0069 0.3887 Normal Soln
0302u 2.7338 2.7338 11.9589 0.0000 -0.0078 0.5362 Normal Soln
14b14ao 8.0642 8.0642 27.0556 0.0000 -0.0150 0.0262 Normal Soln
14b14au 1.9458 1.9458 6.0048 0.0000 -0.0135 2.8057 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...................................1918u
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 2.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.02 / 8.92/ N53/ 0.01 / 7.41/ N52/ 0.01 / 6.11/
N38/ 0.01 / 5.01/ N51B/ 0.02 / 3.82/ N48/ 0.01 / 3.61/
N50B/ 1.00 / 5.70/ N49B/ 0.00 / 4.00/ N47/ 0.01 / 3.61/
N46/ 0.01 / 3.01/ N45/ 0.02 / 2.52/ N43/ 0.00 / 9.20/
N42/ 0.01 / 8.31/ N41/ 0.00 / 6.60/ N44/ 0.00 / 8.00/
N40/ 0.01 / 5.61/ N39/ 0.00 / 6.00/ N37/ 0.00 / 7.00/
N36/ 0.01 / 4.48/ N35/ 0.01 / 4.01/ N34/ 0.21 / 4.31/
N33/ 0.01 / 2.61/ N31/ 0.00 / 7.50/ N30/ 0.02 / 4.22/
N29/ 0.01 / 6.41/ N28/ 0.00 / 8.30/ N27/ 0.01 / 5.36/
N26/ 0.02 / 6.52/ N25/ 0.01 / 4.88/ N24/ 0.02 / 2.61/
N23/ 0.01 / 4.71/ N22/ 0.05 / 1.91/ N21/ 1.00 / 3.00/
N20/ 0.02 / 6.02/ N19/ 0.02 / 4.52/ N18/ 0.03 / 1.93/
N17/ 0.04 / 1.79/ N16/ 0.05 / 1.39/ N15/ 0.08 / 1.29/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.03 / 1.37/ N10/ 0.00 / 3.60/
N9/ 0.01 / 2.51/ N8/ 0.01 / 2.01/ N7/ 0.01 / 4.01/
N6/ 0.02 / 3.52/ N5/ 0.01 / 3.31/ N4/ 0.02 / 1.72/
N3/ 0.00 / 1.10/ N2/ 0.05 / 1.10/ N1/ 0.02 / 0.95/
N50/ 0.00 / 5.70/ N49/ 0.00 / 5.00/ N51/ 0.00 / 4.80/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00*/
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01*/
1615/ 0.01*/ 1614A/ 0.00 / 4514B/ 0.00*/
4515/ 0.00*/ 1502/ 0.01 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.01 / 50b50/ 0.00*/
49b40/ 0.00*/ 51b50/ 0.00*/ L610/ 0.00*/
5352o/ 0.00 / 5352u/ 0.00 / 5238o/ 0.00*/
5238u/ 0.00*/ 3851o/ 0.00 / 3851u/ 0.00*/
5148u/ 0.00 / 5049u/ 0.00 / 4948u/ 0.00*/
4845o/ 0.00*/ 4845u/ 0.00*/ 4746o/ 0.00*/
4746u/ 0.00*/ 4645o/ 0.00*/ 4645u/ 0.00*/
4140o/ 0.00*/ 4140u/ 0.00*/ 4038o/ 0.00*/
4038u/ 0.00*/ 3938o/ 0.00*/ 3938u/ 0.00*/
3836o/ 0.00*/ 3836u/ 0.00 / 3635o/ 0.00 /
3635u/ 0.00 / 3533u/ 0.00*/ 2217o/ 0.00*/
2217u/ 0.00 / 2019o/ 0.00 / 2019u/ 0.00*/
1918o/ 0.00*/ 1918u/ 0.00*/ 1817o/ 0.00 /
1817u/ 0.00*/ 1009o/ 0.00*/ 1009u/ 0.00*/
0706o/ 0.00*/ 0706u/ 0.00*/ 0604o/ 0.00 /
0604u/ 0.00*/ 0504o/ 0.00*/ 0504u/ 0.00*/
0403o/ 0.00 / 0403u/ 0.00 / 0302o/ 0.00 /
0302u/ 0.00*/ 14b14ao/ 0.00*/ 14b14au/ 0.00*/
FREE # 1/ 0.01 /
Conduit/ Velocity
5453/ 0.07 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.12 / 4342/ 0.09 /
4241/ 0.13 / 3736/ 0.07 / 3534/ 0.00 /
3422/ 0.03 / 3130/ 0.02 / 3024/ 0.62 /
3036/ 0.00 / 2827/ 0.09 / 2726/ 0.00 /
2629/ 0.06 / 2930/ 0.20 / 2725/ 0.38 /
2524/ 0.46 / 2422/ 0.29 / L575/ 0.05 /
2117/ 0.02 / 1714B/ 0.00 / 1716/ 0.69 /
1615/ 0.38 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.13 / 1502/ 0.43 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.04 /
0912/ 0.00 / 0908/ 0.16 / 0811/ 0.00 /
0804/ 0.13 / 0201/ 0.24 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.12 /
5352o/ 0.00 / 5352u/ 0.48 / 5238o/ 0.00 /
5238u/ 0.38 / 3851o/ 0.00 / 3851u/ 0.32 /
5148u/ 0.33 / 5049u/ 0.12 / 4948u/ 0.06 /
4845o/ 0.00 / 4845u/ 0.38 / 4746o/ 0.00 /
4746u/ 0.28 / 4645o/ 0.00 / 4645u/ 0.16 /
4140o/ 0.00 / 4140u/ 0.21 / 4038o/ 0.00 /
4038u/ 0.19 / 3938o/ 0.00 / 3938u/ 0.08 /
3836o/ 0.00 / 3836u/ 0.33 / 3635o/ 0.00 /
3635u/ 0.55 / 3533u/ 0.46 / 2217o/ 0.00 /
2217u/ 0.39 / 2019o/ 0.00 / 2019u/ 0.71 /
1918o/ 0.00 / 1918u/ 0.52 / 1817o/ 0.00 /
1817u/ 0.46 / 1009o/ 0.00 / 1009u/ 0.21 /
0706o/ 0.00 / 0706u/ 0.14 / 0604o/ 0.00 /
0604u/ 0.45 / 0504o/ 0.00 / 0504u/ 0.09 /
0403o/ 0.00 / 0403u/ 0.64 / 0302o/ 0.00 /
0302u/ 0.03 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Width
5453/ 0.28 / 5047/ 0.01 / 4946/ 0.01 /
5114b/ 0.01 / 4440/ 0.07 / 4342/ 0.12 /
4241/ 0.11 / 3736/ 0.10 / 3534/ 8.91 /
3422/ 2.29 / 3130/ 0.33 / 3024/ 0.18 /
3036/ 3.16 / 2827/ 0.13 / 2726/ 8.94 /
2629/ 1.23 / 2930/ 0.75 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.27 / L575/ 0.39 /
2117/ 0.17 / 1714B/ 1.76 / 1716/ 0.41 /
1615/ 0.42 / 1614A/ 0.33 / 4514B/ 0.06 /
4515/ 0.19 / 1502/ 0.44 / 14A13/ 0.19 /
1312/ 0.00 / 1211/ 0.17 / 1103/ 0.55 /
0912/ 0.38 / 0908/ 0.15 / 0811/ 0.06 /
0804/ 0.19 / 0201/ 1.05 / 50b50/ 0.00 /
49b40/ 0.89 / 51b50/ 0.53 / L610/ 0.22 /
5352o/ 0.04 / 5352u/ 0.07 / 5238o/ 0.01 /
5238u/ 0.10 / 3851o/ 0.01 / 3851u/ 0.11 /
5148u/ 0.12 / 5049u/ 0.09 / 4948u/ 0.10 /
4845o/ 0.14 / 4845u/ 0.13 / 4746o/ 0.02 /
4746u/ 0.12 / 4645o/ 0.01 / 4645u/ 0.12 /
4140o/ 0.01 / 4140u/ 0.15 / 4038o/ 0.01 /
4038u/ 0.18 / 3938o/ 0.03 / 3938u/ 0.07 /
3836o/ 0.04 / 3836u/ 0.18 / 3635o/ 0.00 /
3635u/ 0.18 / 3533u/ 0.18 / 2217o/ 0.59 /
2217u/ 0.34 / 2019o/ 0.27 / 2019u/ 0.18 /
1918o/ 0.05 / 1918u/ 0.25 / 1817o/ 0.12 /
1817u/ 0.27 / 1009o/ 0.01 / 1009u/ 0.15 /
0706o/ 0.01 / 0706u/ 0.12 / 0604o/ 0.05 /
0604u/ 0.16 / 0504o/ 0.25 / 0504u/ 0.14 /
0403o/ 0.55 / 0403u/ 0.29 / 0302o/ 0.16 /
0302u/ 1.50 / 14b14ao/ 0.11 / 14b14au/ 0.17 /
Junction/ EGL
N54/ 0.02 / N53/ 1.00 / N52/ 0.02 /
N38/ 0.02 / N51B/ 0.02 / N48/ 0.02 /
N50B/ 1.00 / N49B/ 1.00 / N47/ 0.01 /
N46/ 0.01 / N45/ 0.02 / N43/ 0.00 /
N42/ 0.01 / N41/ 1.00 / N44/ 0.00 /
N40/ 0.40 / N39/ 0.00 / N37/ 0.00 /
N36/ 1.05 / N35/ 0.02 / N34/ 0.21 /
N33/ 0.02 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.01 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.02 / N25/ 0.02 / N24/ 0.31 /
N23/ 0.01 / N22/ 2.34 / N21/ 1.00 /
N20/ 0.02 / N19/ 0.05 / N18/ 0.05 /
N17/ 1.20 / N16/ 0.08 / N15/ 0.09 /
N14B/ 0.00 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.03 / N10/ 0.00 /
N9/ 0.01 / N8/ 0.01 / N7/ 0.01 /
N6/ 0.02 / N5/ 0.01 / N4/ 0.03 /
N3/ 0.02 / N2/ 0.06 / N1/ 0.03 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Junction/ Freeboard
N54/ 1.08 / N53/ 2.59 / N52/ 3.89 /
N38/ 4.99 / N51B/ 6.18 / N48/ 6.39 /
N50B/ 4.30 / N49B/ 6.00 / N47/ 6.39 /
N46/ 6.99 / N45/ 7.48 / N43/ 0.80 /
N42/ 1.69 / N41/ 3.40 / N44/ 2.00 /
N40/ 4.39 / N39/ 4.00 / N37/ 3.00 /
N36/ 5.52 / N35/ 5.99 / N34/ 5.69 /
N33/ 7.39 / N31/ 2.50 / N30/ 5.78 /
N29/ 3.59 / N28/ 1.70 / N27/ 4.64 /
N26/ 3.48 / N25/ 5.12 / N24/ 7.39 /
N23/ 5.29 / N22/ 8.09 / N21/ 7.00 /
N20/ 3.98 / N19/ 5.48 / N18/ 8.07 /
N17/ 8.21 / N16/ 8.61 / N15/ 8.71 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.63 / N10/ 6.40 /
N9/ 7.49 / N8/ 7.99 / N7/ 5.99 /
N6/ 6.48 / N5/ 6.69 / N4/ 8.28 /
N3/ 8.90 / N2/ 8.90 / N1/ 9.05 /
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/ 1.05 / N45/ 1.10 / N43/ 0.08 /
N42/ 0.10 / N41/ 1.05 / N44/ 0.09 /
N40/ 1.05 / N39/ 1.03 / N37/ 0.07 /
N36/ 1.38 / N35/ 1.28 / N34/ 0.43 /
N33/ 1.99 / N31/ 0.02 / N30/ 1.65 /
N29/ 0.14 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.22 / N25/ 0.82 / N24/ 1.59 /
N23/ 0.12 / N22/ 1.76 / N21/ 1.13 /
N20/ 1.03 / N19/ 1.54 / N18/ 1.32 /
N17/ 1.38 / N16/ 1.81 / N15/ 1.20 /
N14B/ 1.28 / N14A/ 1.13 / N13/ 0.74 /
N12/ 0.69 / N11/ 0.88 / N10/ 1.01 /
N9/ 1.02 / N8/ 1.05 / N7/ 1.03 /
N6/ 1.06 / N5/ 1.02 / N4/ 1.15 /
N3/ 0.82 / N2/ 0.81 / N1/ 0.81 /
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/ 0.04 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.01 / 2930/ 0.01 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.02 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.03 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.05 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.00 /
5352o/ 0.00 / 5352u/ 0.00 / 5238o/ 0.00 /
5238u/ 0.00 / 3851o/ 0.00 / 3851u/ 0.00 /
5148u/ 0.00 / 5049u/ 0.00 / 4948u/ 0.00 /
4845o/ 0.00 / 4845u/ 0.00 / 4746o/ 0.00 /
4746u/ 0.00 / 4645o/ 0.00 / 4645u/ 0.00 /
4140o/ 0.00 / 4140u/ 0.00 / 4038o/ 0.00 /
4038u/ 0.00 / 3938o/ 0.00 / 3938u/ 0.00 /
3836o/ 0.00 / 3836u/ 0.00 / 3635o/ 0.00 /
3635u/ 0.00 / 3533u/ 0.00 / 2217o/ 0.00 /
2217u/ 0.01 / 2019o/ 0.00 / 2019u/ 0.00 /
1918o/ 0.00 / 1918u/ 0.00 / 1817o/ 0.00 /
1817u/ 0.01 / 1009o/ 0.00 / 1009u/ 0.00 /
0706o/ 0.00 / 0706u/ 0.00 / 0604o/ 0.00 /
0604u/ 0.00 / 0504o/ 0.00 / 0504u/ 0.00 /
0403o/ 0.00 / 0403u/ 0.00 / 0302o/ 0.00 /
0302u/ 0.03 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Final Volume
5453/ 0.10 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.03 / 4342/ 0.02 /
4241/ 0.02 / 3736/ 0.04 / 3534/ 0.08 /
3422/ 1.46 / 3130/ 0.22 / 3024/ 0.11 /
3036/ 0.00 / 2827/ 0.05 / 2726/ 0.05 /
2629/ 0.60 / 2930/ 0.29 / 2725/ 0.04 /
2524/ 0.09 / 2422/ 0.24 / L575/ 0.14 /
2117/ 0.03 / 1714B/ 0.00 / 1716/ 0.32 /
1615/ 0.53 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.26 / 1502/ 1.90 / 14A13/ 0.08 /
1312/ 0.00 / 1211/ 0.22 / 1103/ 0.97 /
0912/ 0.00 / 0908/ 0.04 / 0811/ 0.00 /
0804/ 0.11 / 0201/ 0.54 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.23 /
5352o/ 0.00 / 5352u/ 0.02 / 5238o/ 0.00 /
5238u/ 0.03 / 3851o/ 0.00 / 3851u/ 0.07 /
5148u/ 0.03 / 5049u/ 0.00 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.08 / 4746o/ 0.00 /
4746u/ 0.03 / 4645o/ 0.00 / 4645u/ 0.07 /
4140o/ 0.00 / 4140u/ 0.02 / 4038o/ 0.00 /
4038u/ 0.08 / 3938o/ 0.00 / 3938u/ 0.01 /
3836o/ 0.00 / 3836u/ 0.05 / 3635o/ 0.00 /
3635u/ 0.01 / 3533u/ 0.05 / 2217o/ 0.00 /
2217u/ 0.35 / 2019o/ 0.00 / 2019u/ 0.07 /
1918o/ 0.00 / 1918u/ 0.52 / 1817o/ 0.00 /
1817u/ 0.15 / 1009o/ 0.00 / 1009u/ 0.03 /
0706o/ 0.00 / 0706u/ 0.03 / 0604o/ 0.00 /
0604u/ 0.13 / 0504o/ 0.00 / 0504u/ 0.09 /
0403o/ 0.00 / 0403u/ 0.06 / 0302o/ 0.00 /
0302u/ 1.01 / 14b14ao/ 0.00 / 14b14au/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.01 /
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/ 0.02 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.03 /
1615/ 0.04 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.03 / 1502/ 0.04 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.02 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.02 /
5352o/ 0.00 / 5352u/ 0.01 / 5238o/ 0.00 /
5238u/ 0.01 / 3851o/ 0.00 / 3851u/ 0.01 /
5148u/ 0.01 / 5049u/ 0.00 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.01 / 4746o/ 0.00 /
4746u/ 0.00 / 4645o/ 0.00 / 4645u/ 0.01 /
4140o/ 0.00 / 4140u/ 0.00 / 4038o/ 0.00 /
4038u/ 0.01 / 3938o/ 0.00 / 3938u/ 0.00 /
3836o/ 0.00 / 3836u/ 0.01 / 3635o/ 0.00 /
3635u/ 0.01 / 3533u/ 0.01 / 2217o/ 0.00 /
2217u/ 0.03 Section 4
/ 2019o/ 0.00 / 2019u/ 0.01 /
1918o/ 0.00 / 1918u/ 0.02 / 1817o/ 0.00 /
1817u/ 0.02 / 1009o/ 0.00 / 1009u/ 0.00 /
0706o/ 0.00 / 0706u/ 0.01 / 0604o/ 0.00 /
0604u/ 0.01 / 0504o/ 0.00 / 0504u/ 0.01 /
0403o/ 0.00 / 0403u/ 0.01 / 0302o/ 0.00 /
0302u/ 0.02 / 14b14ao/ 0.00 / 14b14au/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.92/ 8.40 5047/ 3.61/ 3.61 4946/ 3.01/ 3.01/
5114b/ 1.80/ 1.80 4440/ 8.00/ 6.00 4342/ 9.20/ 8.31/
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/ 8.30/ 6.70 2726/ 6.52/ 6.52/
2629/ 6.52/ 6.41 2930/ 6.41/ 5.63 2725/ 5.36/ 4.88/
2524/ 4.88/ 2.87 2422/ 2.61/ 1.91 L575/ 4.71/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.79/ 1.39/
1615/ 1.39/ 1.29 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.52/ 1.29 1502/ 1.29/ 1.10 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.37 1103/ 1.37/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.51/ 2.01 0811/ 1.37/ 1.37/
0804/ 2.01/ 1.72 0201/ 1.10/ 0.95 50b50/ 5.70/ 5.70/
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.61/ 1.91/
5352o/ 6.11/ 6.11 5352u/ 7.41/ 6.11 5238o/ 5.01/ 5.01/
5238u/ 6.11/ 5.01 3851o/ 3.82/ 3.82 3851u/ 5.01/ 3.82/
5148u/ 3.82/ 3.61 5049u/ 5.70/ 5.00 4948u/ 4.00/ 3.61/
4845o/ 2.52/ 2.52 4845u/ 3.61/ 2.52 4746o/ 3.01/ 3.01/
4746u/ 3.61/ 3.01 4645o/ 2.52/ 2.52 4645u/ 3.01/ 2.52/
4140o/ 5.61/ 5.61 4140u/ 6.60/ 5.61 4038o/ 5.01/ 5.01/
4038u/ 5.61/ 5.01 3938o/ 5.01/ 5.01 3938u/ 6.00/ 5.01/
3836o/ 4.48/ 4.48 3836u/ 5.01/ 4.48 3635o/ 4.01/ 4.01/
3635u/ 4.48/ 4.01 3533u/ 4.01/ 2.61 2217o/ 1.79/ 1.79/
2217u/ 1.91/ 1.79 2019o/ 4.52/ 4.52 2019u/ 6.02/ 4.52/
1918o/ 1.93/ 1.93 1918u/ 4.52/ 1.93 1817o/ 1.79/ 1.79/
1817u/ 1.93/ 1.79 1009o/ 2.51/ 2.51 1009u/ 3.60/ 2.51/
0706o/ 3.52/ 3.52 0706u/ 4.01/ 3.52 0604o/ 1.72/ 1.72/
0604u/ 3.52/ 1.72 0504o/ 1.72/ 1.72 0504u/ 3.31/ 1.72/
0403o/ 1.10/ 1.10 0403u/ 1.72/ 1.10 0302o/ 1.10/ 1.10/
0302u/ 1.10/ 1.10 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........ 2844
Total number of time steps during simulation.... 2533
Ratio of actual # of time steps / NTCYC......... 1.759
Average number of iterations per time step...... 1.123
Average time step size(seconds)................ 2.842
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.008
Average minimum implicit time step (sec)........ 1.684
Average minimum junction time step (sec)........ 1.684
Average Courant Factor Tf....................... 1.684
Number of times omega reduced................... 90
*=========================================================*
| 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 1.25 3168 0 6 0 0 0
N53 0 1.51 3829 0 7 0 0 0
N52 0 1.77 4476 1 7 0 0 0
N38 0 2.15 5450 1 10 1 0 0
N51B 0 1.35 3413 1 13 1 0 0
N48 0 1.33 3381 0 10 1 0 0
N50B 0 1.09 2767 0 10 1 0 0
N49B 0 1.28 3254 0 9 0 0 0
N47 0 1.19 3010 0 7 0 0 0
N46 0 1.44 3649 0 6 0 0 0
N45 0 1.89 4783 0 6 0 0 0
N43 0 1.21 3062 0 7 0 0 0
N42 0 1.37 3473 7 7 0 0 0
N41 0 1.68 4251 2 9 0 0 0
N44 0 1.27 3218 0 5 0 0 0
N40 0 1.62 4099 0 15 1 0 0
N39 0 1.13 2860 0 17 1 0 0
N37 0 1.22 3080 0 6 0 0 0
N36 0 2.20 5579 3 32 2 1 0
N35 0 1.88 4771 3 12 3 0 0
N34 0 1.61 4073 2 13 2 0 0
N33 0 1.40 3552 0 7 0 0 0
N31 0 1.29 3274 1 8 0 0 0
N30 0 2.13 5390 4 15 5 0 0
N29 0 1.86 4702 0 6 0 0 0
N28 0 1.31 3328 4 7 0 0 0
N27 0 1.96 4967 1 19 2 0 0
N26 0 1.65 4180 0 6 0 0 0
N25 0 1.46 3699 0 6 0 0 0
N24 0 1.62 4112 0 9 0 0 0
N23 0 1.51 3832 0 7 0 0 0
N22 0 2.48 6291 26 19 3 0 0
N21 0 1.64 4164 1 20 1 0 0
N20 0 1.62 4102 2 24 2 0 0
N19 0 1.93 4892 0 8 0 0 0
N18 0 2.23 5650 1 8 0 0 0
N17 0 2.79 7074 3 12 2 0 0
N16 0 1.98 5019 0 11 1 0 0
N15 0 1.69 4279 0 7 0 0 0
N14B 0 2.10 5326 1 18 3 0 0
N14A 0 2.17 5488 5 15 6 0 0
N13 0 2.03 5144 0 7 0 0 0
N12 0 1.93 4897 0 7 0 0 0
N11 0 2.15 5454 0 11 1 0 0
N10 0 1.30 3302 0 6 0 0 0
N9 0 1.60 4062 0 5 0 0 0
N8 0 1.76 4468 0 8 0 0 0
N7 0 1.40 3547 1 15 1 0 0
N6 0 1.94 4926 10 17 1 0 0
N5 0 1.38 3494 1 19 1 0 0
N4 0 2.34 5934 2 9 0 0 0
N3 0 2.85 7219 0 7 0 0 0
N2 0 2.47 6251 0 6 0 0 0
N1 0 2.07 5250 7 20 6 0 0
N50 0 1.03 2603 0 8 0 0 0
N49 0 1.21 3075 0 14 1 0 0
N51 0 1.27 3205 0 5 0 0 0
Total number of iterations for all junctions.. 245798
Minimum number of possible iterations......... 144381
Efficiency of the simulation.................. 1.70
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 9.0644 0 15 0.0000 0.9356 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.5045 0 15 0.0000 1.4955 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.2136 0 15 0.0000 2.7864 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.1262 0 15 0.0000 3.8738 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0204 0 15 0.0000 4.9796 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6099 0 15 0.0000 5.3901 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.9064 0 12 0.0000 4.0936 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2178 0 15 0.0000 4.7822 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6079 0 15 0.0000 5.3921 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0547 0 16 0.0000 5.9453 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6043 0 15 0.0000 6.3957 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2779 0 15 0.0000 0.7221 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.4049 0 15 0.0000 1.5951 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 7.6461 0 15 0.0000 2.3539 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.0900 0 15 0.0000 1.9100 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.6550 0 16 0.0000 3.3450 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0253 0 15 0.0000 2.9747 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0677 0 15 0.0000 2.9323 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.9700 5.8498 0 16 0.0000 4.1502 1.0000 0.0000 0.0000 0.0000
N35 10.0000 6.4000 5.2811 0 16 0.0000 4.7189 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.8000 4.5320 0 18 0.0000 5.4680 1.0000 0.0000 0.0000 0.0000
N33 10.0000 3.0500 4.5883 0 18 1.5383 5.4117 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5236 0 15 0.0000 2.4764 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8544 0 15 0.0000 4.1456 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5411 0 15 0.0000 3.4589 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3812 0 15 0.0000 1.6188 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7301 0 15 0.0000 3.2699 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7167 0 15 0.0000 3.2833 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6933 0 18 0.4483 4.3067 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1769 0 20 0.8669 5.8231 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8209 0 15 0.0000 5.1791 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.6189 0 19 0.0000 6.3811 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1313 0 18 0.0000 6.8687 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0261 0 15 0.0000 2.9739 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0382 0 15 0.0000 3.9618 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2172 0 16 0.0000 6.7828 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1312 0 18 0.0000 6.8688 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1479 0 18 0.7479 6.8521 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.4100 0 18 0.3750 7.5900 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.0840 0 18 0.0000 6.9160 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.7345 0 19 0.0000 7.2655 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6007 0 20 0.0000 7.3993 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.3750 0 21 0.0000 7.6250 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.2153 0 22 0.0000 7.7847 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6098 0 15 0.0000 5.3902 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5210 0 15 0.0000 6.4790 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0452 0 15 0.0000 6.9548 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0310 0 15 0.0000 4.9690 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5623 0 15 0.0000 5.4377 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3228 0 15 0.0000 5.6772 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8471 0 15 0.0000 7.1529 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.9241 0 17 0.0000 8.0759 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.8601 0 17 0.0000 8.1399 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.7402 0 18 0.0000 8.2598 1.0000 0.0000 0.0000 0.0000
N50 10.0000 6.1000 5.7082 0 15 0.0000 4.2918 1.0000 0.0000 0.0000 0.0000
N49 10.0000 5.4000 5.0237 0 15 0.0000 4.9763 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8235 0 15 0.0000 5.1765 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 0.1155 0 15 0.4662 0 15 0.1127 9.0644 8.5049 .4110 .2624
5047 2.8812 1.4600 200.0000 0.0136 0 15 0.1744 0 15 0.0047 5.7082 4.6079 .0412 .0395
4946 2.8075 1.4227 200.0000 0.0814 0 15 0.3466 0 12 0.0290 5.0237 4.0547 .1185 .2733
5114b 3.5733 1.8108 200.0000 0.1020 0 15 0.4180 0 11 0.0285 4.8235 3.0840 .1173 .4201
4440 10.0429 4.8092 400.0000 0.1671 0 15 1.1761 0 6 0.0166 8.0900 6.6550 .2249 1.637 *
4342 9.2249 4.4176 400.0000 0.1240 0 15 0.8957 0 15 0.0134 9.2779 8.4049 .1948 .2622
4241 8.1356 3.8959 400.0000 0.2400 0 15 1.3148 0 15 0.0295 8.4049 7.7043 .2622 .2608
3736 14.9983 3.6090 400.0000 0.1318 0 15 0.7236 0 6 0.0088 7.0677 5.8498 .1693 .8244
3534 24.3602 2.4544 500.0000 1.2043 0 16 0.6735 0 15 0.0494 5.2811 4.5320 .1622 .4640
3422 2.2724 0.5750 400.0000 0.8221 0 18 0.4980 0 18 0.3618 4.5320 4.2893 .5800 .2234
3130 13.5508 2.2744 300.0000 0.1985 0 15 0.3929 0 11 0.0147 7.5236 5.8544 .0787 .5147
3024 0.4621 2.9058 450.0000 0.4447 0 31 2.8600 0 32 0.9622 5.8544 4.1769 3.676 2.926
3036 6.7857 1.4251 400.0000 0.6468 0 16 0.2633 0 16 0.0953 5.8544 5.8498 .5860 .8244
2827 15.5945 3.7524 400.0000 0.2285 0 15 1.0449 0 15 0.0147 8.3812 6.7810 .2029 .2025
2726 18.5574 3.1124 300.0000 0.4071 0 15 0.2025 0 8 0.0219 6.7301 6.7167 .1003 .7222
2629 2.4524 0.5150 400.0000 0.4031 0 15 0.3639 0 15 0.1644 6.7167 6.5411 .5416 .3527
2930 11.6053 2.4373 400.0000 0.7474 0 15 0.9322 0 11 0.0644 6.5411 5.8544 .3527 .5860
2725 0.2218 2.0080 375.0000 0.2604 0 6 2.4192 0 6 1.1741 6.7301 5.6933 3.680 2.195
2524 0.2779 2.5163 375.0000 0.2530 0 7 2.4342 0 6 0.9105 5.6933 4.1769 2.195 3.511
2422 0.8401 2.9711 600.0000 0.6024 0 28 2.1216 0 28 0.7171 4.1774 3.6189 2.645 2.931
L575 4.4056 1.1111 300.0000 0.3650 0 15 0.4945 0 11 0.0829 4.8209 3.6189 .4031 .7297
2117 10.3655 2.0976 500.0000 0.1947 0 15 0.4291 0 11 0.0188 3.1313 3.1312 .2625 .3624
1714B 8.1188 0.9553 500.0000 0.7513 0 18 0.3797 0 18 0.0925 3.1312 3.0840 .4624 .4680
1716 3.1532 3.6415 1050.000 2.0974 0 12 2.4155 0 12 0.6652 3.1312 3.1479 1.315 1.712
1615 0.7725 1.7486 750.0000 1.2327 0 13 2.7737 0 13 1.5958 3.1500 2.4099 2.413 1.599
1614A 0.7872 1.7819 750.0000 0.8643 0 12 1.9486 0 12 1.0979 3.1500 2.7345 2.000 1.512
4514B 28.0567 3.5017 450.0000 0.3636 0 15 0.8619 0 9 0.0130 3.6043 3.0840 .2317 .5200
4515 0.1942 2.7467 300.0000 0.1671 0 6 2.3346 0 6 0.8607 3.6043 2.4099 3.680 3.999
1502 0.6052 1.1322 825.0000 1.3811 0 13 2.7407 0 12 2.2820 2.4100 1.8601 1.454 .9820
14A13 16.6072 0.8411 1700.000 -1.8300 0 19 -0.4815 0 16 -0.1102 2.7345 2.6008 .5144 .5887
1312 15.7543 0.6101 1400.000 1.8254 0 19 0.4653 0 15 0.1159 2.6008 2.3750 .5291 .4964
1211 22.0747 0.6694 1700.000 1.7730 0 20 0.2869 0 10 0.0803 2.3750 2.2153 .4088 .5149
1103 34.9730 0.7240 2000.000 1.8917 0 21 0.3997 0 31 0.0541 2.2153 1.9241 .4377 .4120
0912 7.4604 1.8954 400.0000 0.0571 0 15 0.0379 0 15 0.0077 3.5210 2.3750 .0524 .9374
0908 0.1628 1.4741 375.0000 0.1338 0 10 1.1990 0 10 0.8221 3.5210 3.0452 2.722 2.787
0811 6.0914 1.5476 400.0000 0.1675 0 15 0.3529 0 13 0.0275 3.0452 2.2153 .1130 .5383
0804 0.2208 1.3886 450.0000 0.2424 0 9 1.5147 0 9 1.0976 3.0452 2.8471 2.322 2.549
0201 142.3584 2.9703 2000.000 4.2295 0 18 1.3671 0 28 0.0297 1.8601 1.7402 .4051 .4051
50b50 13.6470 6.9913 400.0000 0.0138 0 15 0.4648 0 13 0.0010 5.9064 5.7082 .0161 .0206
49b40 13.6470 6.9913 400.0000 0.0822 0 15 0.8470 0 11 0.0060 5.2178 5.0237 .0445 .0592
51b50 13.6470 6.9913 400.0000 0.1031 0 15 0.9850 0 15 0.0076 5.0204 4.8235 .0511 .0587
L610 0.3758 2.3626 450.0000 0.3634 0 28 2.2539 0 28 0.9670 4.5884 3.6189 4.418 3.908
5352o 1.1925 2.1371 300.0000 0.2237 0 15 1.1319 0 15 0.1876 8.5044 7.2136 .3481 .3785
5352u 0.0273 1.5423 150.0000 0.0358 0 5 1.9734 0 5 1.3129 8.5044 7.2136 7.363 7.423
5238o 1.6591 2.2063 400.0000 0.2286 0 15 1.0560 0 15 0.1378 7.2135 6.1262 .2838 .3154
5238u 0.0735 1.8497 225.0000 0.0735 0 6 1.8108 0 6 0.9994 7.2135 6.1262 4.949 5.005
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1262 5.0204 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0656 0 31 1.6190 0 31 0.9887 6.1262 5.0204 5.005 5.424
5148u 0.0407 1.0234 225.0000 0.0711 0 31 1.7926 0 34 1.7468 5.0204 4.6099 5.424 4.488
5049u 0.0573 1.4423 225.0000 0.0539 0 11 1.4106 0 15 0.9400 5.9064 5.2178 .9175 .9681
4948u 0.0590 1.4830 225.0000 0.0694 0 15 1.7023 0 14 1.1771 5.2178 4.6099 5.412 4.488
4845o 2.5500 1.2922 200.0000 0.0173 0 15 0.1120 0 6 0.0068 4.6099 3.6043 .0496 .5213
4845u 0.1309 1.8523 300.0000 0.1120 0 5 1.5655 0 5 0.8557 4.6099 3.6043 3.366 3.680
4746o 17.3588 2.8540 400.0000 0.0008 0 15 0.0184 0 15 0.0000 4.6079 4.0547 .0197 .1367
4746u 0.1498 2.1194 300.0000 0.0983 0 13 1.3694 0 13 0.6560 4.6079 4.0547 3.359 3.515
4645o 15.8729 2.3953 400.0000 0.0574 0 16 0.2564 0 16 0.0036 4.0547 3.6043 .1367 .2606
4645u 0.1105 1.5637 300.0000 0.0966 0 16 1.3443 0 16 0.8736 4.0547 3.6043 3.515 3.680
4140o 7.7278 3.7006 400.0000 0.0253 0 15 0.7195 0 15 0.0033 7.6461 6.6550 .1153 .1374
4140u 0.3099 2.8063 375.0000 0.2185 0 13 1.9589 0 13 0.7049 7.6461 6.6550 2.789 2.813
4038o 9.0986 2.1894 400.0000 0.0482 0 16 0.1692 0 17 0.0053 6.6550 6.1262 .1374 .3154
4038u 0.2678 1.6839 450.0000 0.2302 0 17 1.4996 0 5 0.8596 6.6550 6.1262 2.344 2.502
3938o 6.1031 3.1251 400.0000 0.0658 0 15 0.3944 0 8 0.0108 7.0253 6.1262 .0633 .3154
3938u 0.0261 1.4762 150.0000 0.0279 0 6 1.5350 0 6 1.0679 7.0253 6.1262 6.835 7.507
3836o 9.9729 2.0945 400.0000 0.4497 0 15 0.2554 0 12 0.0451 6.1262 5.8498 .3154 .8244
3836u 0.3282 2.0635 450.0000 0.2566 0 8 1.8180 0 36 0.7817 6.1262 5.8498 2.502 3.066
3635o 350.7969 7.2605 1200.000 1.2500 0 16 0.8498 0 15 0.0036 5.8498 5.2811 .0665 .0676
3635u 0.6696 4.2102 450.0000 0.3514 0 34 2.1954 0 34 0.5249 5.8498 5.2811 3.066 2.846
3533u 0.5928 3.7276 450.0000 0.3533 0 34 2.5673 0 4 0.5960 5.2811 4.5882 2.846 4.418
2217o 14.0423 2.7133 500.0000 0.8679 0 19 1.0343 0 26 0.0618 3.6189 3.1689 .4378 .4378
2217u 0.6241 1.4127 750.0000 1.2855 0 28 2.8432 0 28 2.0597 3.6189 3.1312 2.345 1.841
2019o 11.6942 3.9474 300.0000 0.2051 0 15 0.7498 0 14 0.0175 7.0261 6.0382 .0871 .1273
2019u 0.6375 4.0085 450.0000 0.4267 0 18 2.6692 0 18 0.6693 7.0261 6.0382 2.280 3.418
1918o 18.5045 3.0423 400.0000 0.0302 0 15 0.0387 0 15 0.0016 6.0382 3.2172 .0955 .5429
1918u 0.9440 3.3387 600.0000 0.8473 0 15 2.9704 0 15 0.8976 6.0382 3.2172 2.563 2.195
1817o 9.1593 1.0777 500.0000 0.7574 0 16 0.5721 0 15 0.0827 3.2172 3.1312 .4343 .3624
1817u 0.5070 1.7932 600.0000 0.5265 0 8 1.8533 0 8 1.0384 3.2172 3.1312 2.195 2.302
1009o 8.3091 2.9992 300.0000 0.0166 0 15 0.2098 0 15 0.0020 4.6098 3.5210 .0328 .0698
1009u 0.2415 2.1864 375.0000 0.1836 0 15 1.6537 0 7 0.7604 4.6098 3.5210 2.692 2.722
0706o 7.2322 2.5853 300.0000 0.0967 0 15 0.3468 0 14 0.0134 5.0310 4.5623 .1034 .2078
0706u 0.1248 1.7661 300.0000 0.0878 0 8 1.2241 0 8 0.7035 5.0310 4.5623 3.436 3.541
0604o 9.6606 3.5639 300.0000 0.4303 0 15 1.0645 0 15 0.0445 4.5623 2.8621 .2078 .2070
0604u 0.3116 2.8210 375.0000 0.3071 0 21 2.7601 0 21 0.9855 4.5623 2.8471 2.832 3.059
0504o 8.6316 3.1491 300.0000 0.0695 0 15 0.4642 0 13 0.0080 4.3228 2.8471 .0761 .1571
0504u 0.1541 2.1802 300.0000 0.1341 0 10 1.8726 0 10 0.8703 4.3228 2.8471 3.409 3.823
0403o 9.0589 2.2976 400.0000 0.2279 0 15 0.5420 0 15 0.0252 2.8471 2.0377 .1178 .0942
0403u 1.9283 4.3647 750.0000 1.1759 0 12 2.7537 0 12 0.6098 2.8471 1.9241 1.529 1.098
0302o 2.9365 0.3240 300.0000 0.5708 0 17 0.3923 0 18 0.1944 1.9241 1.8767 .3469 .2222
0302u 3.2556 3.6173 600.0000 0.7537 0 23 0.8362 0 23 0.2315 1.9241 1.8601 1.373 1.350
14b14ao 75.9084 3.3944 500.0000 0.9801 0 18 0.3696 0 12 0.0129 3.0840 2.7345 .1880 .4689
14b14au 0.1270 1.7965 300.0000 0.1197 0 11 1.6659 0 11 0.9430 3.0840 2.7345 4.280 3.781
FREE # 1 Undefnd Undefnd Undefn 4.2289 0 18
*==================================================*
| 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 0.0829 0.2477 0.0628
5047 85.8472 2.6056 0.0000 31.5472 0.0080 0.0784 0.0014
4946 78.0556 8.3056 0.0000 33.6389 0.0363 0.3586 0.0086
5114b 73.4722 15.0833 0.0000 31.4444 0.0470 0.4667 0.0110
4440 0.1667 26.9444 0.0000 92.8889 0.1428 1.0142 0.0759
4342 0.1667 119.8333 0.0000 0.0000 0.0443 0.1384 0.0818
4241 0.1667 0.0000 0.0000 119.8333 0.0515 0.1828 0.1373
3736 0.1667 28.6944 0.0000 91.1389 0.1099 1.4748 0.0371
3534 104.1667 14.9444 0.0000 0.8889 0.1391 2.8068 0.0631
3422 13.4167 0.0000 0.0000 106.5833 0.1620 1.6525 0.0800
3130 0.1667 22.1389 0.0000 97.6944 0.0810 1.6255 0.0108
3024 0.1667 26.9167 0.0000 92.9167 0.1363 0.1639 3.3770
3036 93.3333 24.6667 2.0000 0.0000 0.1411 2.4573 0.0742
2827 0.1667 0.0000 0.0000 119.8333 0.0399 0.2189 0.0846
2726 105.4583 14.5417 0.0000 0.0000 0.1117 2.2559 0.0222
2629 0.2500 119.7500 0.0000 0.0000 0.0958 1.1091 0.0650
2930 0.2500 21.3333 0.0000 98.4167 0.0959 1.1347 0.1241
2725 0.1667 119.8333 0.0000 0.0000 0.1107 0.1139 2.1302
2524 0.1667 26.9167 0.0000 92.9167 0.1120 0.1141 2.0456
2422 0.1667 119.8333 0.0000 0.0000 0.1679 0.2908 3.3919
L575 0.1667 18.8889 0.0000 100.9444 0.0761 1.2444 0.0583
2117 1.8833 16.0278 0.0000 102.0889 0.1492 1.5099 0.0202
1714B 99.7500 17.2500 3.0000 0.0000 0.0963 1.9800 0.0882
1716 0.1667 117.4722 0.0000 2.3611 0.2938 0.8902 3.7050
1615 0.1667 119.8333 0.0000 0.0000 0.2280 0.4522 4.0588
1614A 3.2500 36.1667 80.5833 0.0000 0.2281 0.4615 2.3762
4514B 97.2708 19.0000 0.0000 3.7292 0.0792 1.3344 0.0631
4515 0.1667 119.8333 0.0000 0.0000 0.0909 0.0729 2.3717
1502 0.1667 119.8333 0.0000 0.0000 0.2343 0.5340 2.5387
14A13 4.3333 115.6667 0.0000 0.0000 0.3655 3.8242 0.4487
1312 4.3333 115.6667 0.0000 0.0000 0.3214 4.0377 0.3244
1211 4.5000 115.5000 0.0000 0.0000 0.3770 6.3450 0.2195
1103 0.1667 119.8333 0.0000 0.0000 0.3492 5.4224 0.2944
0912 112.0000 8.0000 0.0000 0.0000 0.1518 1.5897 0.0064
0908 0.1667 119.8333 0.0000 0.0000 0.1049 0.1137 1.2212
0811 109.8889 6.5833 0.0000 3.5278 0.0970 0.9813 0.0178
0804 0.1667 119.8333 0.0000 0.0000 0.1285 0.1638 1.3266
0201 0.1667 119.8333 0.0000 0.0000 0.3533 4.4382 0.8724
50b50 115.2222 4.7778 0.0000 0.0000 0.0070 0.0339 0.0029
49b40 108.8333 11.1667 0.0000 0.0000 0.0203 0.0983 0.0173
51b50 98.2222 21.7778 0.0000 0.0000 0.0216 0.1047 0.0216
L610 0.1667 119.8333 0.0000 0.0000 0.1278 0.1657 3.5629
5352o 94.0694 8.5278 0.0000 17.4028 0.0978 0.1977 0.1233
5352u 0.1667 119.8333 0.0000 0.0000 0.0456 0.0184 1.6849
5238o 99.3542 17.0556 0.0000 3.5903 0.1061 0.2167 0.1260
5238u 0.1667 119.8333 0.0000 0.0000 0.0639 0.0412 1.9452
3851o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3851u 0.1667 119.8333 0.0000 0.0000 0.0629 0.0413 1.7460
5148u 0.1667 119.8333 0.0000 0.0000 0.0650 0.0410 1.5481
5049u 2.5278 12.9028 0.0000 104.5694 0.0667 0.0387 0.2946
4948u 0.2500 119.7500 0.0000 0.0000 0.0680 0.0410 1.8960
4845o 103.8958 16.0625 0.0000 0.0417 0.0515 0.5148 0.0019
4845u 0.1667 119.8333 0.0000 0.0000 0.0912 0.0729 1.5200
4746o 117.2500 2.7500 0.0000 0.0000 0.0139 0.0481 0.0006
4746u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.4009
4645o 111.1563 8.8438 0.0000 0.0000 0.0379 0.2242 0.0203
4645u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.4503
4140o 116.3611 0.6111 0.0000 3.0278 0.0225 0.0353 0.0328
4140u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1139 1.9309
4038o 113.5556 6.4444 0.0000 0.0000 0.0437 0.2878 0.0151
4038u 0.1667 119.8333 0.0000 0.0000 0.1270 0.1638 1.5623
3938o 102.9028 15.3681 0.0000 1.7292 0.0675 0.3383 0.0146
3938u 0.2500 119.7500 0.0000 0.0000 0.0456 0.0184 1.2914
3836o 96.2569 23.7431 0.0000 0.0000 0.1118 1.8117 0.0567
3836u 0.1667 119.8333 0.0000 0.0000 0.1354 0.1642 1.7629
3635o 102.9722 3.8333 0.0000 13.1944 0.0427 1.5259 0.0661
3635u 0.1667 119.8333 0.0000 0.0000 0.1362 0.1664 2.2317
3533u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1639 3.1539
2217o 99.7500 0.0000 0.0000 20.2500 0.0780 0.9931 0.1921
2217u 0.1667 119.8333 0.0000 0.0000 0.2120 0.4532 3.4724
2019o 114.0337 3.0833 0.0000 2.8829 0.0306 0.3016 0.0212
2019u 0.1667 119.8333 0.0000 0.0000 0.1351 0.1660 2.6176
1918o 114.5794 5.4206 0.0000 0.0000 0.0503 0.7875 0.0049
1918u 0.1667 119.8333 0.0000 0.0000 0.1679 0.2912 4.2376
1817o 100.6389 9.4722 0.0000 9.8889 0.0855 1.3903 0.1083
1817u 0.1667 119.8333 0.0000 0.0000 0.1825 0.2962 1.9450
1009o 116.2778 3.7222 0.0000 0.0000 0.0135 0.0794 0.0032
1009u 0.1667 119.8333 0.0000 0.0000 0.1061 0.1139 1.6695
0706o 108.4722 11.5278 0.0000 0.0000 0.0378 0.2805 0.0161
0706u 0.1667 119.8333 0.0000 0.0000 0.0901 0.0727 1.2454
0604o 105.8681 0.0000 0.0000 14.1319 0.0505 0.4046 0.0662
0604u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1135 2.6665
0504o 112.7806 4.9694 0.0000 2.2500 0.0291 0.1984 0.0122
0504u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.8503
0403o 114.2976 0.0000 0.0000 5.7024 0.0425 0.4205 0.0230
0403u 0.1667 119.8333 0.0000 0.0000 0.2226 0.4618 2.4704
0302o 106.2778 0.0000 0.0000 13.7222 0.0572 1.4589 0.0335
0302u 0.1667 119.8333 0.0000 0.0000 0.3109 0.9868 0.6663
14b14ao 103.8333 16.1667 0.0000 0.0000 0.0878 4.0864 0.0397
14b14au 59.2917 60.7083 0.0000 0.0000 0.0839 0.0729 1.8342
*===========================================*
| 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 0.0141 101.8707 0.0006 0.9976 0.3692 0.0319 0.0758 4.5787
5047 0.0004 3.0354 0.0001 0.4876 0.4821 0.0008 0.0081 0.0350
4946 0.0046 32.8214 0.0004 0.5827 0.4986 0.0047 0.0458 0.0350
5114b 0.0090 64.8664 0.0005 0.6139 0.5023 0.0106 0.1051 0.0350
4440 0.0188 135.4557 0.0009 0.9976 0.8367 0.0530 0.3453 1.8315
4342 0.0138 99.3045 0.0006 0.9976 0.8375 0.0178 0.0360 1.8315
4241 0.0265 191.0839 0.0011 0.9976 1.1331 0.0203 0.0471 1.8315
3736 0.0151 108.4548 0.0006 0.9976 0.6268 0.0372 0.4360 2.0350
3534 0.0553 398.3194 0.0059 0.2523 0.0960 0.0335 0.5047 0.0450
3422 0.0573 412.9146 0.0040 0.8030 0.3762 0.0349 0.3512 0.0450
3130 0.0218 157.2583 0.0009 0.9976 0.9164 0.0213 0.4253 3.5612
3024 0.0964 694.3214 0.0023 0.9976 1.2508 0.0705 0.0787 1.3227
3036 0.0145 104.4807 0.0063 0.4232 0.0216 0.0469 0.6772 0.0210
2827 0.0254 182.8294 0.0011 0.9976 1.0668 0.0156 0.0569 2.0350
2726 0.0237 170.9138 0.0019 0.2467 0.0731 0.0520 0.3784 0.0200
2629 0.0292 210.2105 0.0020 0.9976 0.1829 0.0322 0.2192 3.5612
2930 0.0708 510.0421 0.0038 0.9976 0.6070 0.0352 0.2823 2.0350
2725 0.0465 334.7928 0.0014 0.9976 1.0988 0.0582 0.0491 1.3227
2524 0.0459 330.2618 0.0014 0.9933 1.2442 0.0558 0.0489 0.0319
2422 0.1430 1029.3704 0.0034 0.9976 0.6298 0.1003 0.1524 1.3227
L575 0.0389 280.3353 0.0017 0.9976 0.3910 0.0286 0.3161 4.5787
2117 0.0218 157.2312 0.0014 0.9775 0.8550 0.0326 0.3267 0.0200
1714B 0.0487 350.9830 0.0044 0.3257 0.0460 0.0246 0.3812 0.0213
1716 0.4799 3455.2535 0.0117 0.9976 0.9127 0.1679 0.4188 1.3227
1615 0.3246 2337.1152 0.0082 0.9976 0.6695 0.1420 0.2674 1.3227
1614A 0.1555 1119.6545 0.0056 0.9605 0.2285 0.1136 0.2265 0.0130
4514B 0.0331 238.6467 0.0019 0.3715 0.1488 0.0201 0.2949 0.0214
4515 0.0478 343.9897 0.0011 0.9976 0.7709 0.0608 0.0476 1.3227
1502 0.3723 2680.2701 0.0091 0.9976 0.8779 0.1560 0.2846 1.3227
14A13 -0.2475 -1781.782 0.0091 0.9495 0.0054 0.1676 1.1896 0.1226
1312 0.2480 1785.7793 0.0088 0.9495 0.0945 0.1270 1.2262 0.1219
1211 0.2472 1779.9431 0.0085 0.9475 0.0645 0.1467 1.9756 0.1232
1103 0.2998 2158.2107 0.0100 0.9976 0.1325 0.1729 1.7756 12.7185
0912 0.0020 14.5785 0.0003 0.1382 0.0073 0.0502 0.5210 0.0450
0908 0.0207 149.1642 0.0009 0.9976 0.6205 0.0516 0.0404 1.4245
0811 0.0069 49.5161 0.0008 0.1694 0.0727 0.0217 0.2197 0.0450
0804 0.0347 249.6289 0.0016 0.9976 0.5400 0.0671 0.0659 1.3227
0201 0.8805 6339.8662 0.0315 0.9976 0.4749 0.1841 1.5286 4.0699
50b50 0.0004 3.1416 0.0001 0.0742 0.1451 0.0008 0.0038 0.0100
49b40 0.0051 36.4686 0.0004 0.1808 0.3709 0.0035 0.0140 0.0100
51b50 0.0095 68.7444 0.0005 0.3553 0.7323 0.0054 0.0245 0.0100
L610 0.0896 644.8941 0.0021 0.9976 0.5064 0.0790 0.0936 1.2210
5352o 0.0201 144.4581 0.0011 0.4232 0.4506 0.0227 0.0442 0.0350
5352u 0.0097 70.0428 0.0003 0.9976 1.2086 0.0284 0.0107 1.4245
5238o 0.0166 119.2866 0.0011 0.3356 0.2635 0.0238 0.0471 0.0350
5238u 0.0186 133.9875 0.0006 0.9976 1.0158 0.0385 0.0219 1.3227
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0021 0.0039 0.0350
3851u 0.0186 133.9970 0.0005 0.9976 0.7270 0.0413 0.0242 1.3227
5148u 0.0193 138.6466 0.0006 0.9976 0.8005 0.0426 0.0245 1.4245
5049u 0.0066 47.7458 0.0003 0.9680 1.2081 0.0260 0.0102 0.0140
4948u 0.0121 87.4786 0.0005 0.9976 0.4379 0.0356 0.0205 1.4245
4845o 0.0017 11.9996 0.0001 0.2732 0.0365 0.0126 0.1255 0.0350
4845u 0.0299 215.6341 0.0008 0.9976 0.8696 0.0518 0.0392 1.3227
4746o 0.0000 0.0704 0.0000 0.0407 0.0018 0.0012 0.0032 0.0220
4746u 0.0245 176.7140 0.0006 0.9976 0.9406 0.0402 0.0271 1.3227
4645o 0.0017 11.9179 0.0003 0.1520 0.0265 0.0071 0.0365 0.0218
4645u 0.0279 200.6111 0.0007 0.9976 0.4341 0.0472 0.0362 1.4245
4140o 0.0004 2.5396 0.0001 0.0557 0.0490 0.0016 0.0023 0.0187
4140u 0.0261 187.6787 0.0011 0.9976 0.8878 0.0500 0.0422 1.3227
4038o 0.0011 8.1457 0.0002 0.1157 0.0157 0.0081 0.0485 0.0188
4038u 0.0491 353.2213 0.0018 0.9976 0.6119 0.0675 0.0807 1.3227
3938o 0.0045 32.2853 0.0003 0.2870 0.1145 0.0160 0.0794 0.0250
3938u 0.0052 37.4682 0.0002 0.9976 0.5137 0.0251 0.0098 1.2210
3836o 0.0371 266.7876 0.0022 0.3841 0.0562 0.0343 0.4886 0.0207
3836u 0.0570 410.5968 0.0026 0.9976 0.7665 0.0697 0.0852 1.3227
3635o 0.0586 422.1427 0.0062 0.2740 0.2800 0.0070 0.1621 0.0350
3635u 0.0811 584.0151 0.0025 0.9976 1.2033 0.0695 0.0852 1.2210
3533u 0.0894 643.6724 0.0023 0.9976 1.2161 0.0693 0.0846 1.2210
2217o 0.0723 520.6409 0.0043 0.3218 0.2275 0.0208 0.1633 0.0214
2217u 0.2705 1947.3987 0.0088 0.9976 0.7530 0.1302 0.2335 1.3227
2019o 0.0065 46.8145 0.0009 0.1011 0.1434 0.0021 0.0207 0.0200
2019u 0.0623 448.7465 0.0022 0.9976 1.6523 0.0678 0.0536 1.3227
1918o 0.0005 3.6513 0.0002 0.0833 0.0024 0.0107 0.1390 0.0212
1918u 0.1236 890.2539 0.0051 0.9976 1.1464 0.0913 0.1086 1.3227
1817o 0.0640 460.6652 0.0037 0.3087 0.1302 0.0214 0.2559 0.0210
1817u 0.0906 651.9823 0.0047 0.9976 0.6202 0.1049 0.1448 1.3227
1009o 0.0003 1.9060 0.0001 0.0529 0.0256 0.0009 0.0053 0.0213
1009u 0.0224 161.4964 0.0010 0.9976 1.0655 0.0461 0.0322 1.4245
0706o 0.0047 33.6626 0.0005 0.1919 0.1117 0.0051 0.0347 0.0212
0706u 0.0159 114.6009 0.0006 0.9976 0.6433 0.0453 0.0290 1.3227
0604o 0.0235 168.8771 0.0020 0.2349 0.3208 0.0073 0.0523 0.0209
0604u 0.0619 445.7559 0.0017 0.9976 1.4056 0.0604 0.0492 1.3227
0504o 0.0022 15.7935 0.0004 0.1176 0.1015 0.0020 0.0128 0.0210
0504u 0.0196 141.0326 0.0006 0.9976 0.7139 0.0451 0.0286 1.3227
0403o 0.0054 38.8345 0.0011 0.0940 0.0859 0.0023 0.0230 0.0450
0403u 0.1798 1294.4101 0.0059 0.9976 1.4482 0.1121 0.1775 1.3227
0302o 0.0321 231.1148 0.0028 0.2223 0.1031 0.0091 0.2039 0.0276
0302u 0.4546 3273.0909 0.0048 0.9976 0.2008 0.1570 0.4827 0.7122
14b14ao 0.0713 513.3997 0.0050 0.2633 0.0751 0.0155 0.6150 0.0350
14b14au 0.0208 149.9663 0.0007 0.6905 0.1853 0.0471 0.0388 0.0140
FREE # 1 0.8807 6341.2998
*===============================================================*
| 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 0.1155 0.0000 0.5483 0.1049 0.1400 9.0644 8.5049 Max Flow
5047 0.0136 0.0000 1.0951 0.0049 0.0079 5.7082 4.6077 Max Flow
4946 0.0814 0.0000 0.2568 0.0190 0.0237 5.0237 4.0503 Max Flow
5114b 0.1019 0.0000 0.1857 0.0221 0.0234 4.8235 3.0746 Max Flow
4440 0.1671 0.0000 0.0075 0.1150 0.0896 8.0900 6.6143 Max Flow
4342 0.1239 0.0000 0.3979 0.1021 0.0777 9.2779 8.4049 Max Flow
4241 0.2398 0.0000 0.6987 0.1318 0.1043 8.4049 7.7043 Max Flow
3736 0.1318 0.0000 0.0035 0.0796 0.0674 7.0677 5.8438 Max Flow
3534 1.2035 0.0000 0.2249 0.0719 0.0810 5.2811 4.4746 Max Flow
3422 0.8219 0.0000 0.2278 0.0893 0.2149 4.5319 4.2893 Max Flow
3130 0.1984 0.0000 0.0303 0.0214 0.0235 7.5236 5.8504 Max Flow
3024 0.4446 1.2851 1.1418 0.4280 0.3546 5.7405 3.2881 Max Flow
3036 0.6466 0.0000 0.0086 0.1474 0.1730 5.8543 5.8495 Max Flow
2827 0.2283 0.0000 1.5973 0.0990 0.0810 8.3812 6.7809 Max Flow
2726 0.4069 0.0000 0.0024 0.0350 0.0297 6.7301 6.7152 Max Flow
2629 0.4028 0.0000 0.1659 0.1221 0.2059 6.7167 6.5411 Max Flow
2930 0.7471 0.0000 0.2021 0.1577 0.1409 6.5411 5.8534 Max Flow
2725 0.2603 0.8502 0.6061 0.3505 0.3750 6.7048 5.2157 Max Flow
2524 0.2502 0.4930 1.5158 0.3477 0.2784 5.2378 3.2666 Max Flow
2422 0.5879 0.2249 0.3500 0.4984 0.3701 4.1311 3.5568 Max Flow
L575 0.3650 0.0000 0.6190 0.1018 0.1209 4.8209 3.5589 Max Flow
2117 0.1947 0.0000 0.0015 0.0336 0.0443 3.1060 3.1055 Max Flow
1714B 0.7513 0.0000 0.0474 0.1611 0.2301 3.1311 3.0839 Max Flow
1716 2.0958 -0.1893 0.1757 0.8231 0.6258 3.0669 3.0820 Max Flow
1615 1.2327 0.4373 0.3271 0.6681 0.7500 3.0813 2.3126 Max Flow
1614A 0.8642 0.4326 0.0598 0.5757 0.7500 3.0813 2.5876 Max Flow
4514B 0.3636 0.0000 0.0298 0.1173 0.1040 3.6042 3.0783 Max Flow
4515 0.1671 0.5889 0.9319 0.2876 0.2147 3.5035 1.9782 Max Flow
1502 1.3811 -0.2148 0.7828 0.7018 0.8250 2.3332 1.7883 Max Flow
14A13 0.0168 0.0000 0.0074 0.0723 0.1373 2.0085 2.0002 Max Flow
1312 1.8201 0.0000 0.2255 0.4236 0.7578 2.6004 2.3700 Max Flow
1211 1.7729 0.0000 0.1674 0.4257 0.6911 2.3748 2.2107 Max Flow
1103 1.8909 0.0000 0.3049 0.3761 0.8858 2.2153 1.9033 Max Flow
0912 0.0571 0.0000 0.0021 0.0147 0.0202 3.5210 2.3171 Max Flow
0908 0.1338 0.1597 0.3307 0.2698 0.2589 3.5029 3.0126 Max Flow
0811 0.1675 0.0000 0.1941 0.0308 0.0449 3.0452 2.1095 Max Flow
0804 0.2419 0.2038 0.3557 0.3460 0.4500 3.0041 2.4321 Max Flow
0201 4.2286 0.0000 0.1199 0.6019 0.8102 1.8601 1.7402 Max Flow
50b50 0.0138 0.0000 0.1239 0.0073 0.0032 5.9061 5.7082 Max Flow
49b40 0.0822 0.0000 0.1263 0.0309 0.0174 5.2178 5.0237 Max Flow
51b50 0.1031 0.0000 0.1614 0.0358 0.0197 5.0204 4.8235 Max Flow
L610 0.3561 0.6733 0.6385 0.4054 0.3496 3.7074 2.4027 Max Flow
5352o 0.2234 0.0000 1.1518 0.1157 0.1043 8.5044 7.2132 Max Flow
5352u 0.0355 0.0722 2.0864 1.0235 0.1500 8.4235 6.2558 Max Flow
5238o 0.2286 0.0000 0.9525 0.1174 0.1135 7.2135 6.1251 Max Flow
5238u 0.0733 0.1511 1.0479 0.2107 0.1839 7.1103 5.8904 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0655 0.2101 1.1257 0.2054 0.1822 5.9985 4.6588 Max Flow
5148u 0.0710 0.2300 0.5722 0.2094 0.2250 4.6560 3.8597 Max Flow
5049u 0.0539 0.1515 0.5397 0.1918 0.1734 5.9058 5.2164 Max Flow
4948u 0.0694 0.0795 0.5270 0.2084 0.2250 5.2178 4.6099 Max Flow
4845o 0.0173 0.0000 0.0044 0.0063 0.0096 4.6099 3.6042 Max Flow
4845u 0.1119 0.4169 0.7834 0.2568 0.2135 4.5399 3.3295 Max Flow
4746o 0.0008 0.0000 0.0010 0.0054 0.0049 4.6079 4.0523 Max Flow
4746u 0.0983 0.3133 0.2504 0.2431 0.1773 4.6023 4.0392 Max Flow
4645o 0.0574 0.0000 0.0682 0.0557 0.0542 4.0547 3.6041 Max Flow
4645u 0.0965 0.0819 0.3692 0.2412 0.2172 4.0547 3.6041 Max Flow
4140o 0.0253 0.0000 1.0027 0.0535 0.0453 7.6459 6.6453 Max Flow
4140u 0.2185 0.6434 0.4873 0.3343 0.2324 7.6101 6.4774 Max Flow
4038o 0.0481 0.0000 0.0411 0.0525 0.0544 6.6549 6.1236 Max Flow
4038u 0.2302 0.0964 0.4354 0.3378 0.3217 6.6546 6.1228 Max Flow
3938o 0.0658 0.0000 0.0348 0.0262 0.0245 7.0253 6.1246 Max Flow
3938u 0.0276 0.3969 1.0648 0.1416 0.1330 6.9419 5.4749 Max Flow
3836o 0.4496 0.0000 0.0212 0.1275 0.1260 6.1261 5.8490 Max Flow
3836u 0.2564 0.0974 0.3180 0.3557 0.2994 6.0178 5.6039 Max Flow
3635o 1.2496 0.0706 0.5531 0.0862 0.0760 5.8498 5.2807 Max Flow
3635u 0.3513 0.8984 0.1277 0.4036 0.2315 5.6326 4.6036 Max Flow
3533u 0.3532 0.4317 0.4918 0.4043 0.2502 4.6121 3.6918 Max Flow
2217o 0.8672 0.0000 0.4497 0.2190 0.2188 3.6189 3.1688 Max Flow
2217u 1.2846 0.4174 0.4438 0.6769 0.7500 3.4492 2.5893 Max Flow
2019o 0.2047 0.0000 0.6559 0.0354 0.0259 7.0261 6.0339 Max Flow
2019u 0.4216 1.1958 0.6488 0.4230 0.2673 7.0079 5.1342 Max Flow
1918o 0.0301 0.0000 0.0035 0.0427 0.0374 6.0381 3.2156 Max Flow
1918u 0.8473 0.7632 2.0580 0.5615 0.4444 6.0374 3.2143 Max Flow
1817o 0.7574 0.0000 0.0842 0.1617 0.2169 3.2171 3.1182 Max Flow
1817u 0.5231 0.1432 0.1582 0.4728 0.5118 3.0137 2.6816 Max Flow
1009o 0.0164 0.0000 0.2915 0.0093 0.0085 4.6098 3.5202 Max Flow
1009u 0.1836 0.4672 0.6224 0.3131 0.2448 4.6098 3.5202 Max Flow
0706o 0.0967 0.0000 0.1332 0.0316 0.0306 5.0310 4.5621 Max Flow
0706u 0.0878 0.2586 0.2402 0.2307 0.1857 5.0082 4.5093 Max Flow
0604o 0.4300 0.0000 1.7020 0.0794 0.0621 4.5622 2.8621 Max Flow
0604u 0.3070 0.5211 1.7226 1.0033 0.3027 4.5033 2.2561 Max Flow
0504o 0.0693 0.0000 0.4164 0.0256 0.0225 4.3228 2.8452 Max Flow
0504u 0.1339 0.5853 1.1763 0.2734 0.2163 4.3059 2.5480 Max Flow
0403o 0.2277 0.0000 0.8022 0.0376 0.0424 2.8471 2.0376 Max Flow
0403u 1.1759 0.7991 0.2105 0.6579 0.4230 2.8061 1.7614 Max Flow
0302o 0.5706 0.0000 0.0399 0.0666 0.1170 1.9239 1.8766 Max Flow
0302u 0.7537 0.0644 0.0027 0.2952 0.1778 1.8893 1.8221 Max Flow
14b14ao 0.9800 0.0000 0.0190 0.1008 0.0936 3.0840 2.7309 Max Flow
14b14au 0.1197 0.2983 0.1718 0.2638 0.2319 3.0200 2.5480 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 59.1667 60.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 7.0000 27.1667 85.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4946 8.0000 34.0000 78.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 7.3333 39.1667 73.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4440 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4241 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.0000 15.8333 104.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 87.5000 19.1667 13.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 92.6667 27.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 26.6667 93.3333 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 116.6667 0.0000 0.0000 0.0000 3.3333 0.0000 None
2629 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 0.5000 68.8333 50.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.8333 0.3333 102.8333 7.0000 0.6667 0.0000 8.3333 0.0000 None
2524 0.1667 0.3333 119.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 91.0000 0.5000 0.0000 20.5000 6.8333 0.0000 None
L575 73.1667 46.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 77.6667 40.5000 1.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 20.1667 99.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.1667 1.0000 83.3333 6.3333 0.0000 19.3333 9.8333 0.0000 None
1615 0.5000 39.1667 2.6667 0.5000 28.1667 0.0000 49.0000 0.0000 None
1614A 0.0000 81.5000 0.0000 15.1667 21.3333 1.5000 0.5000 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 101.6667 18.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 115.6667 4.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 2.8333 112.8333 4.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 115.5000 4.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.1667 119.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 8.0000 112.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 105.0000 0.8333 0.0000 10.6667 2.3333 0.0000 None
0811 2.5000 7.6667 109.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 67.0000 29.5000 0.0000 13.0000 2.3333 8.1667 0.0000 None
0201 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
50b50 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
49b40 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
51b50 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L610 0.0000 1.1667 91.0000 0.1667 0.0000 21.1667 6.5000 0.0000 None
5352o 0.6667 4.8333 114.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.1667 1.0000 118.1667 0.0000 0.3333 0.0000 0.3333 0.0000 None
5238o 3.5000 9.0000 107.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.1667 1.0000 110.6667 0.0000 0.0000 0.0000 8.1667 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 97.1667 0.0000 0.0000 0.0000 21.6667 0.0000 None
5148u 2.1667 0.3333 83.5000 0.0000 28.0000 0.0000 6.0000 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 93.5000 1.5000 12.8333 9.8333 1.1667 0.0000 None
4845o 0.0000 16.1667 103.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 1.1667 115.6667 0.0000 0.0000 0.0000 3.1667 0.0000 None
4746o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.8333 0.3333 101.0000 1.3333 0.0000 9.5000 7.0000 0.0000 None
4645o 0.0000 4.3333 115.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 90.6667 3.0000 0.0000 24.0000 1.1667 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 112.5000 0.0000 0.0000 0.0000 6.3333 0.0000 None
4038o 0.0000 6.3333 113.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038u 0.0000 1.1667 90.5000 6.5000 0.0000 18.6667 3.1667 0.0000 None
3938o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3938u 0.5000 0.6667 95.1667 0.0000 0.0000 0.0000 23.6667 0.0000 None
3836o 0.0000 12.6667 107.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 88.3333 0.1667 0.0000 29.1667 1.1667 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 89.6667 0.8333 0.0000 21.0000 7.5000 0.0000 None
3533u 0.6667 0.1667 94.5000 1.8333 0.0000 17.8333 5.0000 0.0000 None
2217o 0.3333 0.6667 119.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 69.5000 29.0000 0.1667 0.0000 20.8333 0.0000 0.5000 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 113.5000 0.0000 0.0000 0.0000 5.5000 0.0000 None
1918o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.1667 1.0000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 1.8333 17.5000 100.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.1667 77.3333 4.5000 1.5000 19.3333 16.1667 0.0000 None
1009o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.8333 0.3333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 5.1667 114.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 103.6667 0.3333 0.0000 14.3333 0.5000 0.0000 None
0604o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.1667 1.0000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.1667 1.0000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 1.6667 4.0000 114.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.5000 0.6667 101.0000 0.0000 0.0000 0.0000 17.8333 0.0000 None
0302o 3.6667 10.0000 106.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 9.1667 90.1667 0.0000 16.1667 3.3333 0.0000 None
14b14ao 0.0000 1.6667 118.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
14b14au 0.0000 0.0000 85.1667 4.1667 0.0000 30.1667 0.5000 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
5453 0.0000 0.0000 0.0000 0.0000
5047 0.2778 0.3611 95.1944 0.0000
4946 7.1111 7.1111 94.4792 0.0000
5114b 14.7431 14.7431 93.1375 0.0000
4440 26.9444 27.9722 93.0333 0.0000
4342 118.6458 119.6944 9.8542 0.0000
4241 0.3306 0.3306 118.5208 0.0000
3736 28.6875 29.6806 3.3125 0.0000
3534 105.3889 105.4167 0.6667 0.0000
3422 0.0000 0.0000 0.0000 0.0000
3130 21.4722 21.5000 87.3611 0.0000
3024 0.0000 0.4431 92.9222 0.0000
3036 2.4167 11.7500 0.0000 0.0000
2827 0.1222 1.0944 28.8056 0.0000
2726 113.5625 113.5625 0.0000 0.0000
2629 7.9444 8.1389 0.0000 0.0000
2930 21.2708 95.7153 0.0000 0.0000
2725 0.0000 0.0000 98.6389 0.0000
2524 4.9405 4.9946 92.5056 0.0000
2422 88.9306 91.7083 1.9583 0.0000
L575 16.6944 16.7222 0.0000 0.0000
2117 1.9306 15.6389 84.2500 0.0000
1714B 0.0000 14.5833 0.0000 0.0000
1716 92.7292 96.2375 72.7639 0.0000
1615 25.0500 83.3750 1.1944 0.0000
1614A 0.0417 3.1806 0.0000 0.0000
4514B 110.3333 110.3889 1.3958 0.0000
4515 81.7500 82.0972 5.3750 0.0000
1502 1.0833 1.5556 16.2222 0.0000
14A13 82.8750 84.9167 0.0000 0.0000
1312 88.0000 96.8611 0.2222 0.0000
1211 103.9514 111.3056 0.0000 0.0000
1103 2.1875 12.7917 0.0000 0.0000
0912 109.5000 109.5000 0.0000 0.0000
0908 102.0556 104.9056 0.0000 0.0000
0811 106.2500 106.2500 0.0278 0.0000
0804 94.9028 104.1667 0.0000 0.0000
0201 10.4314 14.7535 0.0000 0.0000
50b50 106.3056 106.3056 4.5833 0.0000
49b40 111.2778 111.2778 10.6389 0.0000
51b50 111.0000 111.0000 21.1389 0.0000
L610 85.2222 88.1667 0.6389 0.0000
5352o 7.8333 7.9722 20.8611 0.0000
5352u 1.5625 1.9167 88.8889 0.0000
5238o 109.4167 109.5000 1.4792 0.0000
5238u 86.5139 86.9028 87.8333 0.0000
3851o 0.0000 0.0000 0.0000 0.0000
3851u 84.8750 84.9167 49.0833 0.0000
5148u 0.0000 0.0000 80.8472 0.0000
5049u 2.7917 12.7917 111.3444 0.0000
4948u 90.1111 91.2778 2.7361 0.0000
4845o 113.9444 113.9444 0.0417 0.0000
4845u 76.1597 87.4028 89.2292 0.0000
4746o 106.4167 106.4167 0.0000 0.0000
4746u 89.7817 92.3929 91.6944 0.0000
4645o 109.0000 109.0000 0.0000 0.0000
4645u 90.7361 90.7361 0.0000 0.0000
4140o 104.0833 104.0833 1.6667 0.0000
4140u 93.8194 97.4167 91.2986 0.0000
4038o 105.1667 105.1667 0.0000 0.0000
4038u 85.8681 86.9167 2.7222 0.0000
3938o 111.9375 111.9583 1.7708 0.0000
3938u 83.9167 84.6250 2.5556 0.0000
3836o 112.6042 112.6042 0.0000 0.0000
3836u 19.9514 89.4278 83.2361 0.0000
3635o 0.0000 107.5278 0.0000 0.0000
3635u 0.0000 0.9931 88.4722 0.0000
3533u 84.6528 85.9167 88.7361 0.0000
2217o 96.1597 97.0764 91.5556 0.0000
2217u 0.0000 0.0000 8.0347 0.0000
2019o 2.9722 3.0278 107.8571 0.0000
2019u 77.5347 106.0069 112.3611 0.0000
1918o 107.7262 107.7262 0.0000 0.0000
1918u 98.1319 98.2986 95.9653 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 25.0833 94.1250 0.6111 0.0000
1009o 107.6389 107.6389 0.0000 0.0000
1009u 97.3507 103.2951 92.6944 0.0000
0706o 112.3167 112.3167 0.0000 0.0000
0706u 93.9722 102.7639 2.3542 0.0000
0604o 0.1076 0.1076 112.4167 0.0000
0604u 99.2431 102.2708 102.7500 0.0000
0504o 106.8333 106.8889 3.1111 0.0000
0504u 101.5833 102.9097 2.4583 0.0000
0403o 0.0000 0.0000 102.4702 0.0000
0403u 43.1944 58.9062 89.3194 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 13.7236 100.8056 0.0556 0.0000
14b14ao 108.8611 108.8611 0.0000 0.0000
14b14au 81.3333 83.0000 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 0.1348 0.4691 0.0655 0.0003 0.1152 0.0000 0.0019 0.2456 0.0002 0.0853 11.0526 0.0080 0.1377
5047 0.0509 0.1742 0.0509 0.0000 0.0136 0.0000 0.0000 0.0783 0.0000 0.0005 3.6816 0.0005 0.0080
4946 0.0665 0.2273 0.0665 0.0000 0.0814 0.0000 0.0002 0.3581 0.0002 0.0100 16.1167 0.0100 0.0365
5114b 0.0640 0.2187 0.0640 0.0000 0.1019 0.0000 0.0004 0.4660 0.0004 0.0188 23.2993 0.0188 0.0475
4440 0.0500 0.1983 0.0205 0.0113 0.1557 0.0001 0.2264 0.7853 0.0025 10.1886 35.3388 0.1104 0.2566
4342 0.0000 0.9017 0.0000 0.0000 0.1240 0.0000 0.0000 0.1375 0.0000 0.0000 3.2997 0.0000 0.0910
4241 0.0000 1.3204 0.0000 0.0000 0.2400 0.0000 0.0000 0.1818 0.0000 0.0000 4.3630 0.0000 0.1046
3736 0.0229 0.1005 0.0229 0.0024 0.1271 0.0024 0.1042 1.2644 0.1042 5.2111 63.2196 5.2111 0.2183
3534 0.0581 0.4293 0.0581 0.0001 1.2042 0.0001 0.0010 2.8048 0.0010 0.0276 77.1329 0.0276 0.1417
3422 0.1061 0.4988 0.1061 0.0003 0.8215 0.0003 0.0028 1.6468 0.0028 0.1130 65.8721 0.1130 0.1680
3130 0.0260 0.1222 0.0260 0.0000 0.1985 0.0000 0.0007 1.6242 0.0007 0.0370 89.3305 0.0370 0.0820
3036 0.0880 0.3257 0.0880 0.0283 0.5902 0.0283 0.3215 1.8123 0.3215 5.7866 32.6216 5.7866 0.2813
2827 0.0000 1.0466 0.0000 0.0000 0.2285 0.0000 0.0000 0.2184 0.0000 0.0000 10.9178 0.0000 0.0811
2726 0.0443 0.1807 0.0443 0.0001 0.4070 0.0001 0.0016 2.2526 0.0016 0.0162 22.5265 0.0162 0.1138
2629 0.1247 0.3802 0.1247 0.0044 0.3943 0.0044 0.0351 1.0370 0.0351 1.5816 46.6649 1.5816 0.1867
2930 0.1335 0.6980 0.1335 0.0052 0.7371 0.0052 0.0387 1.0560 0.0387 1.8587 50.6882 1.8587 0.1890
L575 0.0000 0.2936 0.0000 0.0000 0.3650 0.0000 0.0000 1.2432 0.0000 0.0000 74.5911 0.0000 0.1585
2117 0.0244 0.1292 0.0244 0.0000 0.1946 0.0000 0.0020 1.5059 0.0020 0.0197 15.0594 0.0197 0.1537
1714B 0.1168 0.4857 0.1168 0.0539 0.6856 0.0118 0.4610 1.4116 0.1011 12.9074 39.5257 2.8319 0.2324
4514B 0.0725 0.3573 0.0412 0.0272 0.3356 0.0008 0.3758 0.9392 0.0183 9.0198 22.5413 0.4396 0.1748
14A13 0.2447 0.5015 0.0000 0.0789 1.7512 0.0000 0.3222 3.4917 0.0000 3.2225 34.9175 0.0000 0.9971
1312 0.1055 0.4615 0.2677 0.0036 1.7973 0.0245 0.0346 3.8945 0.0916 0.4839 54.5231 1.2821 0.7221
1211 0.0000 0.2797 0.0000 0.0000 1.7730 0.0000 0.0000 6.3383 0.0000 0.0000 234.5184 0.0000 0.7779
1103 0.1730 0.3992 0.1646 0.1823 1.7034 0.0060 1.0538 4.2667 0.0366 36.8814 149.3346 1.2804 0.8441
0912 0.0049 0.0360 0.0049 0.0000 0.0571 0.0000 0.0013 1.5870 0.0013 0.0721 87.2875 0.0721 0.1619
0811 0.0231 0.1708 0.0231 0.0000 0.1674 0.0000 0.0005 0.9803 0.0005 0.0275 53.9143 0.0275 0.1000
0201 0.0990 1.2086 0.1034 0.0751 4.1298 0.0246 0.7586 3.4170 0.2375 7.5864 34.1697 2.3746 0.8102
50b50 0.0868 0.4080 0.0868 0.0000 0.0138 0.0000 0.0000 0.0339 0.0000 0.0000 0.3392 0.0000 The text continues on section 5.