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d2y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 21:02.
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.. 18
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 52.5000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
2 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
4 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
5 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
6 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
7 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
8 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
9 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
10 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
11 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
12 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
13 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
14 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
15 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
16 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
17 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
18 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
20 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
21 N52#1 N52 10.000 .28000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
22 N52#2 N52 10.000 .56000E-01 25.00 4.000 0.020 0.045 0.000 0.000 0.00
23 N44#1 N44 50.000 .12200 100.00 1.000 0.020 0.045 0.000 0.000 0.00
24 N44#2 N44 50.000 .15600 11.00 1.000 0.020 0.045 0.000 0.000 0.00
25 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
26 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
27 N42#1 N42 50.000 .10000 100.00 1.000 0.020 0.045 0.000 0.000 0.00
28 N42#2 N42 50.000 .90000E-01 10.00 1.000 0.020 0.045 0.000 0.000 0.00
29 N40#1 N40 15.000 .35000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
30 N40#2 N40 8.0000 .19000E-01 15.00 2.000 0.020 0.045 0.000 0.000 0.00
31 N39#1 N39 12.000 .58000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
32 N39#2 N39 13.000 .86000E-01 26.00 4.000 0.020 0.045 0.000 0.000 0.00
33 N38#1 N38 8.0000 .98000E-01100.00 0.900 0.020 0.045 0.000 0.000 0.00
34 N38#2 N38 27.000 .15500 26.00 0.900 0.020 0.045 0.000 0.000 0.00
35 N51B#1 N51B 23.000 .51000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
36 N51B#2 N51B 23.000 .10100 25.00 3.000 0.020 0.045 0.000 0.000 0.00
37 N50B#1 N50B 25.000 .84000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
38 N50B#2 N50B 25.000 .24000E-01 20.00 3.000 0.020 0.045 0.000 0.000 0.00
39 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
40 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
41 N49B#1 N49B 23.000 .53000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
42 N49B#2 N49B 23.000 .10500 25.00 4.000 0.020 0.045 0.000 0.000 0.00
43 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
44 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
45 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
46 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
47 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
50 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
51 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
52 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
53 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
54 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
55 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
56 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
57 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
58 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
59 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
60 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
62 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
63 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
64 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
65 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
66 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
67 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
68 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
69 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
70 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
71 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
72 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
73 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
74 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
75 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
76 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N21#1 0.0010 2.0000 2.0000
2 N21#2 0.0010 2.0000 2.0000
3 N37#1 0.0010 2.0000 2.0000
4 N37#2 0.0010 2.0000 2.0000
5 N31#1 0.0010 2.0000 2.0000
6 N31#2 0.0010 2.0000 2.0000
7 N28#1 0.0010 2.0000 2.0000
8 N28#2 0.0010 2.0000 2.0000
9 N27#1 0.0010 2.0000 2.0000
10 N27#2 0.0010 2.0000 2.0000
11 N26#1 0.0010 2.0000 2.0000
12 N26#2 0.0010 2.0000 2.0000
13 N29#1 0.0010 2.0000 2.0000
14 N29#2 0.0010 2.0000 2.0000
15 N30#1 0.0010 2.0000 2.0000
16 N30#2 0.0010 2.0000 2.0000
17 N54#1 0.0010 2.0000 2.0000
18 N54#2 0.0010 2.0000 2.0000
19 N53#1 0.0010 2.0000 2.0000
20 N53#2 0.0010 2.0000 2.0000
21 N52#1 0.0010 2.0000 2.0000
22 N52#2 0.0010 2.0000 2.0000
23 N44#1 0.0010 2.0000 2.0000
24 N44#2 0.0010 2.0000 2.0000
25 N43#1 0.0010 2.0000 2.0000
26 N43#2 0.0010 2.0000 2.0000
27 N42#1 0.0010 2.0000 2.0000
28 N42#2 0.0010 2.0000 2.0000
29 N40#1 0.0010 2.0000 2.0000
30 N40#2 0.0010 2.0000 2.0000
31 N39#1 0.0010 2.0000 2.0000
32 N39#2 0.0010 2.0000 2.0000
33 N38#1 0.0010 2.0000 2.0000
34 N38#2 0.0010 2.0000 2.0000
35 N51B#1 0.0010 2.0000 2.0000
36 N51B#2 0.0010 2.0000 2.0000
37 N50B#1 0.0010 2.0000 2.0000
38 N50B#2 0.0010 2.0000 2.0000
39 N47#1 0.0010 2.0000 2.0000
40 N47#2 0.0010 2.0000 2.0000
41 N49B#1 0.0010 2.0000 2.0000
42 N49B#2 0.0010 2.0000 2.0000
43 N45#1 0.0010 2.0000 2.0000
44 N45#2 0.0010 2.0000 2.0000
45 N10#1 0.0010 2.0000 2.0000
46 N10#2 0.0010 2.0000 2.0000
47 N8#1 0.0010 2.0000 2.0000
48 N8#2 0.0010 2.0000 2.0000
49 N11#1 0.0010 2.0000 2.0000
50 N11#2 0.0010 2.0000 2.0000
51 N7#1 0.0010 2.0000 2.0000
52 N7#2 0.0010 2.0000 2.0000
53 N6#1 0.0010 2.0000 2.0000
54 N6#2 0.0010 2.0000 2.0000
55 N5#1 0.0010 2.0000 2.0000
56 N5#2 0.0010 2.0000 2.0000
57 N4#1 0.0010 2.0000 2.0000
58 N4#2 0.0010 2.0000 2.0000
59 N2#1 0.0010 2.0000 2.0000
60 N2#2 0.0010 2.0000 2.0000
61 N36#1 0.0010 2.0000 2.0000
62 N36#2 0.0010 2.0000 2.0000
63 N35#1 0.0010 2.0000 2.0000
64 N35#2 0.0010 2.0000 2.0000
65 N23#1 0.0010 2.0000 2.0000
66 N23#2 0.0010 2.0000 2.0000
67 N22#1 0.0010 2.0000 2.0000
68 N22#2 0.0010 2.0000 2.0000
69 N20#1 0.0010 2.0000 2.0000
70 N20#2 0.0010 2.0000 2.0000
71 N19#1 0.0010 2.0000 2.0000
72 N19#2 0.0010 2.0000 2.0000
73 N18#1 0.0010 2.0000 2.0000
74 N18#2 0.0010 2.0000 2.0000
75 N17#1 0.0010 2.0000 2.0000
76 N17#2 0.0010 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N40#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N40#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N39#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N39#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N51B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N51B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N50B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N50B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N49B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N49B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
71 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
72 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
73 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
74 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
75 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
76 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 76
Total Tributary Area (hectares). 13.39
Impervious Area (hectares)...... 6.48
Pervious Area (hectares)........ 6.90
Total Width (hectares).......... 2033.70
Percent Imperviousness.......... 48.42
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N37 No Tributary Channel/Pipes
Tributary Subareas........ N37#1 N37#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N27 No Tributary Channel/Pipes
Tributary Subareas........ N27#1 N27#2
N26 No Tributary Channel/Pipes
Tributary Subareas........ N26#1 N26#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N54 No Tributary Channel/Pipes
Tributary Subareas........ N54#1 N54#2
N53 No Tributary Channel/Pipes
Tributary Subareas........ N53#1 N53#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N44 No Tributary Channel/Pipes
Tributary Subareas........ N44#1 N44#2
N43 No Tributary Channel/Pipes
Tributary Subareas........ N43#1 N43#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N40 No Tributary Channel/Pipes
Tributary Subareas........ N40#1 N40#2
N39 No Tributary Channel/Pipes
Tributary Subareas........ N39#1 N39#2
N38 No Tributary Channel/Pipes
Tributary Subareas........ N38#1 N38#2
N51B No Tributary Channel/Pipes
Tributary Subareas........ N51B#1 N51B#2
N50B No Tributary Channel/Pipes
Tributary Subareas........ N50B#1 N50B#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N49B No Tributary Channel/Pipes
Tributary Subareas........ N49B#1 N49B#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N10 No Tributary Channel/Pipes
Tributary Subareas........ N10#1 N10#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N7 No Tributary Channel/Pipes
Tributary Subareas........ N7#1 N7#2
N6 No Tributary Channel/Pipes
Tributary Subareas........ N6#1 N6#2
N5 No Tributary Channel/Pipes
Tributary Subareas........ N5#1 N5#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
***********************************************************
* Hydrographs will be stored for the following 38 INLETS *
***********************************************************
N21 N37 N31 N28 N27 N26
N29 N30 N54 N53 N52 N44
N43 N42 N40 N39 N38 N51B
N50B N47 N49B N45 N10 N8
N11 N7 N6 N5 N4 N2
N36 N35 N23 N22 N20 N19
N18 N17
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 540
Final Julian Date = 1903001
Final time of day = 32400. seconds.
Final time of day = 9.00 hours.
Final running time = 9.0000 hours.
Final running time = 0.3750 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N21#1 1984 540 N21#2 4000 1080 N37#1 2004 540
N37#2 4008 1080 N31#1 2004 540 N31#2 4012 1080
N28#1 2004 540 N28#2 4012 1080 N27#1 1992 540
N27#2 3912 1080 N26#1 1984 540 N26#2 1840 540
N29#1 2008 540 N29#2 3940 1080 N30#1 2012 540
N30#2 4024 1080 N54#1 2032 540 N54#2 1944 540
N53#1 1620 540 N53#2 1980 540 N52#1 2024 540
N52#2 4024 1080 N44#1 2012 540 N44#2 4024 1080
N43#1 1984 540 N43#2 1980 540 N42#1 2016 540
N42#2 4212 1080 N40#1 2020 540 N40#2 4128 1080
N39#1 2012 540 N39#2 4012 1080 N38#1 1868 540
N38#2 3936 1080 N51B#1 2028 540 N51B#2 4028 1080
N50B#1 2020 540 N50B#2 4504 1080 N47#1 2036 540
N47#2 3876 1080 N49B#1 2028 540 N49B#2 4036 1080
N45#1 2036 540 N45#2 3916 1080 N10#1 2000 540
N10#2 1936 540 N8#1 1996 540 N8#2 1912 540
N11#1 1760 540 N11#2 3852 1080 N7#1 1996 540
N7#2 1916 540 N6#1 1960 540 N6#2 1752 540
N5#1 1996 540 N5#2 1928 540 N4#1 1996 540
N4#2 1908 540 N2#1 1984 540 N2#2 3884 1080
N36#1 2004 540 N36#2 4012 1080 N35#1 2028 540
N35#2 2024 540 N23#1 1996 540 N23#2 4028 1080
N22#1 1992 540 N22#2 1980 540 N20#1 1868 540
N20#2 1628 540 N19#1 2012 540 N19#2 3812 1080
N18#1 1980 540 N18#2 3844 1080 N17#1 2012 540
N17#2 3976 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 52.5000 mm
Total rainfall read for gage # 1 is 90.00 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) 7.027650E+03 52.500
Total Infiltration 2.048883E+02 1.531
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 6.822254E+03 50.966
Total Water remaining in Surface Storage 3.744639E+00 0.028
Infiltration over the Pervious Area... 2.048883E+02 2.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 7.030887E+03 52.524
Total Precipitation + Initial Storage. 7.027650E+03 52.500
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0461
****************************************************
* 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.............. 6.822254E+03 50.966
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.................. 6.820118E+03 50.950
Initial Storage + Inflow.................... 6.822254E+03 50.966
Final Storage + Outflow + Diverted GW....... 6.820118E+03 50.950
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0313
##################################################
# 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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.54581 0.00000 49.53852 0.00000 49.54018
Total Losses (mm)...... 0.00000 2.94332 0.00000 2.94659 0.00000 2.94592
Remaining Depth (mm)... 0.00000 0.01088 0.00000 0.01489 0.00000 0.01390
Peak Runoff Rate (cms). 0.00000 0.03812 0.00000 0.02272 0.00000 0.03465
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.50584 52.53218 52.52247 52.55820 52.52245 52.55975
Peak Runoff Rate (cms). 0.00026 0.05065 0.02440 0.01131 0.03578 0.01716
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.50584 52.53218 52.52247 52.55820 52.52245 52.55975
Peak Runoff Rate (cms). 0.00026 0.05065 0.02440 0.01131 0.03578 0.01716
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) 52.50584 51.18831 52.52247 50.44443 52.52245 50.44605
Peak Runoff Rate (cms). 0.00026 0.08877 0.02440 0.03404 0.03578 0.05181
Unit Runoff (mm/hr).... 92.69578 97.64847 98.41229 95.03722 98.40497 95.46478
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.53801 0.00000 49.50667 0.00000 49.49392
Total Losses (mm)...... 0.00000 2.94679 0.00000 2.95411 0.00000 2.95554
Remaining Depth (mm)... 0.00000 0.01520 0.00000 0.03923 0.00000 0.05054
Peak Runoff Rate (cms). 0.00000 0.04243 0.00000 0.06810 0.00000 0.00764
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.52271 52.56616 52.51032 52.53051 52.50599 0.00000
Peak Runoff Rate (cms). 0.04124 0.01653 0.05425 0.04522 0.00588 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.52271 52.56616 52.51032 52.53051 52.50599 0.00000
Peak Runoff Rate (cms). 0.04124 0.01653 0.05425 0.04522 0.00588 0.00017
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) 52.52271 50.29505 52.51032 50.56501 52.50599 49.49392
Peak Runoff Rate (cms). 0.04124 0.05895 0.05425 0.11333 0.00588 0.00764
Unit Runoff (mm/hr).... 98.49302 94.27354 94.22408 88.46766 92.74570 79.20123
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.51883 0.00000 49.54740 0.00000 49.52531
Total Losses (mm)...... 0.00000 2.95214 0.00000 2.94249 0.00000 2.95073
Remaining Depth (mm)... 0.00000 0.02902 0.00000 0.01011 0.00000 0.02396
Peak Runoff Rate (cms). 0.00000 0.06767 0.00000 0.02809 0.00000 0.05050
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.52895 52.52786 52.53307 52.57204 52.56087 0.00000
Peak Runoff Rate (cms). 0.03652 0.05791 0.02573 0.01173 0.00029 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.52895 52.52786 52.53307 52.57204 52.56087 0.00000
Peak Runoff Rate (cms). 0.03652 0.05791 0.02573 0.01173 0.00029 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 52.52895 50.78262 52.53307 50.36406 52.56087 49.52531
Peak Runoff Rate (cms). 0.03652 0.12558 0.02573 0.03982 0.00029 0.05050
Unit Runoff (mm/hr).... 100.42238 91.17232 101.53769 97.01746 105.47047 86.47707
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.53385 0.00000 49.54488 0.00000 49.53502
Total Losses (mm)...... 0.00000 2.94829 0.00000 2.94378 0.00000 2.94789
Remaining Depth (mm)... 0.00000 0.01787 0.00000 0.01134 0.00000 0.01709
Peak Runoff Rate (cms). 0.00000 0.05718 0.00000 0.01074 0.00000 0.03422
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.32592 0.00000 52.54986 52.57292 52.53284 52.59479
Peak Runoff Rate (cms). 0.00018 0.00000 0.00807 0.00408 0.03411 0.00501
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.32592 0.00000 52.54986 52.57292 52.53284 52.59479
Peak Runoff Rate (cms). 0.00018 0.00001 0.00807 0.00408 0.03411 0.00501
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) 52.32592 49.53385 52.54986 50.30189 52.53284 49.87160
Peak Runoff Rate (cms). 0.00018 0.05718 0.00807 0.01483 0.03411 0.03923
Unit Runoff (mm/hr).... 65.64956 89.08269 104.56850 96.11173 101.47889 91.29331
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.53480 0.00000 49.55302 0.00000 49.55683
Total Losses (mm)...... 0.00000 2.94796 0.00000 2.93924 0.00000 2.93675
Remaining Depth (mm)... 0.00000 0.01723 0.00000 0.00774 0.00000 0.00642
Peak Runoff Rate (cms). 0.00000 0.05122 0.00000 0.02135 0.00000 0.00431
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.50584 0.00000 52.53878 52.60143 52.54468 52.60029
Peak Runoff Rate (cms). 0.00026 0.00000 0.02833 0.00263 0.01002 0.00083
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.50584 0.00000 52.53878 52.60143 52.54468 52.60029
Peak Runoff Rate (cms). 0.00026 0.00001 0.02833 0.00263 0.01002 0.00083
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) 52.50584 49.53480 52.53878 49.85786 52.54468 50.01334
Peak Runoff Rate (cms). 0.00026 0.05122 0.02833 0.02398 0.01002 0.00515
Unit Runoff (mm/hr).... 92.69578 89.39346 102.84020 96.73459 103.88275 98.32288
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.53967 0.00000 49.51234 0.00000 49.54808
Total Losses (mm)...... 0.00000 2.94613 0.00000 2.95328 0.00000 2.94213
Remaining Depth (mm)... 0.00000 0.01420 0.00000 0.03438 0.00000 0.00980
Peak Runoff Rate (cms). 0.00000 0.01596 0.00000 0.02625 0.00000 0.01961
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.53312 52.56595 52.46284 52.54616 52.55273 52.57627
Peak Runoff Rate (cms). 0.01623 0.00651 0.02208 0.01156 0.01473 0.00737
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.53312 52.56595 52.46284 52.54616 52.55273 52.57627
Peak Runoff Rate (cms). 0.01623 0.00651 0.02208 0.01156 0.01473 0.00737
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) 52.53312 50.32650 52.46284 50.30113 52.55273 50.30512
Peak Runoff Rate (cms). 0.01623 0.02247 0.02208 0.03781 0.01473 0.02698
Unit Runoff (mm/hr).... 101.55130 94.84387 81.77304 88.55057 104.86920 96.97231
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.59349 0.00000 49.49570 0.00000 49.55134
Total Losses (mm)...... 0.00000 2.90537 0.00000 2.95537 0.00000 2.94027
Remaining Depth (mm)... 0.00000 0.00114 0.00000 0.04893 0.00000 0.00839
Peak Runoff Rate (cms). 0.00000 0.00547 0.00000 0.05929 0.00000 0.02063
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.53971 52.59325 52.57018 52.55345 52.55617 52.57976
Peak Runoff Rate (cms). 0.02384 0.00140 0.01050 0.01717 0.01535 0.00767
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.53971 52.59325 52.57018 52.55345 52.55617 52.57976
Peak Runoff Rate (cms). 0.02384 0.00140 0.01050 0.01717 0.01535 0.00767
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) 52.53971 50.19344 52.57018 50.04610 52.55617 50.30844
Peak Runoff Rate (cms). 0.02384 0.00687 0.01050 0.07647 0.01535 0.02830
Unit Runoff (mm/hr).... 103.02341 103.96013 105.83588 84.11250 105.16395 97.83962
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.50344 0.00000 49.52045 0.00000 49.51181
Total Losses (mm)...... 0.00000 2.95452 0.00000 2.95182 0.00000 2.95336
Remaining Depth (mm)... 0.00000 0.04204 0.00000 0.02773 0.00000 0.03483
Peak Runoff Rate (cms). 0.00000 0.05569 0.00000 0.02580 0.00000 0.02285
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.57388 52.55686 52.51942 0.00000 52.51545 0.00000
Peak Runoff Rate (cms). 0.00963 0.01586 0.06171 0.00000 0.05819 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.57388 52.55686 52.51942 0.00000 52.51545 0.00000
Peak Runoff Rate (cms). 0.00963 0.01586 0.06171 0.00175 0.05819 0.00165
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) 52.57388 50.05306 52.51942 49.52045 52.51545 49.51181
Peak Runoff Rate (cms). 0.00963 0.07155 0.06171 0.02580 0.05819 0.02285
Unit Runoff (mm/hr).... 105.91876 85.44054 97.38800 85.12988 96.01390 82.96270
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.49039 0.00000 49.51277 0.00000 49.46191
Total Losses (mm)...... 0.00000 2.95587 0.00000 2.95321 0.00000 2.95773
Remaining Depth (mm)... 0.00000 0.05375 0.00000 0.03402 0.00000 0.08035
Peak Runoff Rate (cms). 0.00000 0.15966 0.00000 0.02246 0.00000 0.06014
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.42797 52.58221 52.51427 0.00000 52.49087 0.00000
Peak Runoff Rate (cms). 0.00021 0.01874 0.05530 0.00000 0.16678 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.42797 52.58221 52.51427 0.00000 52.49087 0.00000
Peak Runoff Rate (cms). 0.00021 0.01874 0.05530 0.00157 0.16678 0.00472
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) 52.42797 49.73773 52.51427 49.51277 52.49087 49.46191
Peak Runoff Rate (cms). 0.00021 0.17840 0.05530 0.02246 0.16678 0.06014
Unit Runoff (mm/hr).... 76.17258 80.74601 95.59954 83.19043 88.12223 73.99773
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.51772 0.00000 49.51145 0.00000 49.49555
Total Losses (mm)...... 0.00000 2.95236 0.00000 2.95342 0.00000 2.95538
Remaining Depth (mm)... 0.00000 0.02992 0.00000 0.03513 0.00000 0.04907
Peak Runoff Rate (cms). 0.00000 0.02395 0.00000 0.04429 0.00000 0.06505
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.51756 0.00000 52.51394 0.00000 52.50584 52.57620
Peak Runoff Rate (cms). 0.05997 0.00000 0.11942 0.00000 0.00026 0.00963
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.51756 0.00000 52.51394 0.00000 52.50584 52.57620
Peak Runoff Rate (cms). 0.05997 0.00170 0.11942 0.00338 0.00026 0.00963
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) 52.51756 49.51772 52.51394 49.51145 52.50584 49.80361
Peak Runoff Rate (cms). 0.05997 0.02395 0.11942 0.04429 0.00026 0.07469
Unit Runoff (mm/hr).... 96.74827 84.41642 95.48628 82.87890 92.69578 82.15673
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.53674 0.00000 49.58618 0.00000 49.56225
Total Losses (mm)...... 0.00000 2.94727 0.00000 2.91225 0.00000 2.93285
Remaining Depth (mm)... 0.00000 0.01599 0.00000 0.00157 0.00000 0.00490
Peak Runoff Rate (cms). 0.00000 0.03078 0.00000 0.00595 0.00000 0.07223
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.52329 52.56149 52.55193 0.00000 52.51455 52.54866
Peak Runoff Rate (cms). 0.02854 0.01334 0.01443 0.00000 0.00026 0.09351
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.52329 52.56149 52.55193 0.00000 52.51455 52.54866
Peak Runoff Rate (cms). 0.02854 0.01334 0.01443 0.00041 0.00026 0.09351
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) 52.52329 50.35342 52.55193 49.58618 52.51455 51.20477
Peak Runoff Rate (cms). 0.02854 0.04412 0.01443 0.00595 0.00026 0.16574
Unit Runoff (mm/hr).... 98.68136 94.21080 104.79116 102.90055 95.69992 101.80038
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.53661 0.00000 49.37796 0.00000 49.48510
Total Losses (mm)...... 0.00000 2.94732 0.00000 2.96020 0.00000 2.95630
Remaining Depth (mm)... 0.00000 0.01607 0.00000 0.16184 0.00000 0.05860
Peak Runoff Rate (cms). 0.00000 0.05281 0.00000 0.05572 0.00000 0.09825
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.51089 0.00000 52.46218 0.00000 52.53080 52.52233
Peak Runoff Rate (cms). 0.00026 0.00000 0.16397 0.00000 0.03448 0.06705
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.51089 0.00000 52.46218 0.00000 52.53080 52.52233
Peak Runoff Rate (cms). 0.00026 0.00001 0.16397 0.00464 0.03448 0.06705
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) 52.51089 49.53661 52.46218 49.37796 52.53080 50.54813
Peak Runoff Rate (cms). 0.00026 0.05281 0.16397 0.05572 0.03448 0.16531
Unit Runoff (mm/hr).... 94.41965 89.99248 81.65010 64.61787 100.93999 84.87575
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).... 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.48616 0.00000 49.52013
Total Losses (mm)...... 0.00000 2.95622 0.00000 2.95189
Remaining Depth (mm)... 0.00000 0.05762 0.00000 0.02799
Peak Runoff Rate (cms). 0.00000 0.08294 0.00000 0.02319
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.50136 52.57247 52.53349 52.58850
Peak Runoff Rate (cms). 0.02262 0.01254 0.00756 0.00321
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.50136 52.57247 52.53349 52.58850
Peak Runoff Rate (cms). 0.02262 0.01254 0.00756 0.00321
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) 52.50136 49.79480 52.53349 49.82697
Peak Runoff Rate (cms). 0.02262 0.09548 0.00756 0.02641
Unit Runoff (mm/hr).... 91.23014 80.60631 101.64501 87.14704
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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160.000 = =
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120.000 = =
| |
| |
RAINFALL | |
| ##### |
IN | # # |
| # # |
MM/HR | # # |
| # # |
| # # |
80.000 = ##### # # =
| # # # # |
| # # # # |
| # # # # |
| # # # ##### |
| # # # # |
| ###### # # # # |
| # # # # # # |
| # # # # # # |
| ##### # # # # # |
40.000 = # # # # # # =
| # # # ##### # |
| # # # ########## |
| # ##### ##### |
##### # |
# # ######### |
# ##### ###### |
# ######### |
# ##### |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|====#====|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE
DEVELOPED CASE
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 1440
Length of integration step is...... 5.00 seconds
Simulation length.................. 2.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
50b50 Positive Flap Gate
49b40 Positive Flap Gate
51b50 Positive Flap Gate
3635o Positive Flap Gate
3533u Positive Flap Gate
0302o Positive Flap Gate
14b14au Positive Flap Gate
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 45.0 meters. Maximum Elevation : 9.30 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 1.01 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 2.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+00 m
" " : 0.045 Beyond Station 2.9 Max left bank area : 0.02 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.98 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4946
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 45.0 meters. Maximum Elevation : 5.20 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4440
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 45.0 meters. Maximum Elevation : 8.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 24.0 meters. Maximum Elevation : 9.60 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4241
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 24.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 27.5 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 27.5 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 27.5 meters. Maximum Section Area : 9.92 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.08E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.90 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 50b50
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.80 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 49b40
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 51b50
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 10.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 5352o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 0.56 m^2.
Maximum hydraulic radius : 0.23 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.41E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.54 m^2
Natural Cross-Section information for Channel 5238o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 35.0 meters. Maximum Elevation : 7.50 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 3851o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 55.0 meters. Maximum Elevation : 6.70 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 4845o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4140o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 38.0 meters. Maximum Elevation : 8.00 meters.
Main Channel Length : 38.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 38.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4038o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 68.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 68.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 68.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3938o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 40.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.025 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.035 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 10.0 meters. Maximum Elevation : 6.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.20 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 48.32 m^2.
Maximum hydraulic radius : 1.10 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.40E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 16.50 m^2
Max right bank area : 18.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.66 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14b14ao
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 45.0000 Natural 1.0073 0.0450 2.9550 0.4000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 4946 45.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
5 4440 45.0000 Natural 2.0882 0.0180 7.5352 0.4000
6 4342 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
7 4241 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
8 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
9 3534 27.5000 Natural 9.9250 0.0450 19.9000 0.5000
10 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
11 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
12 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
13 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
14 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
15 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
16 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
17 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
18 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
19 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
20 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
21 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
22 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
23 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
24 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
25 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
26 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
27 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
28 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
29 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
30 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
31 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
32 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
33 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
34 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
35 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
36 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
37 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
38 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
39 50b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
40 49b40 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
41 51b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
42 L610 50.0000 Circular 0.1590 0.0120 0.4500 0.4500
43 5352o 33.0000 Natural 0.5580 0.0350 1.9200 0.3000
44 5352u 35.0000 Circular 0.0177 0.0140 0.1500 0.1500
45 5238o 35.0000 Natural 0.7520 0.0350 1.9600 0.4000
46 5238u 41.0000 Circular 0.0398 0.0130 0.2250 0.2250
47 3851o 55.0000 Natural 0.7520 0.0350 1.9600 0.4000
48 3851u 55.0000 Circular 0.0398 0.0130 0.2250 0.2250
49 5148u 21.0000 Circular 0.0398 0.0140 0.2250 0.2250
50 5049u 37.0000 Circular 0.0398 0.0140 0.2250 0.2250
51 4948u 20.0000 Circular 0.0398 0.0140 0.2250 0.2250
52 4845o 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
53 4845u 60.0000 Circular 0.0707 0.0130 0.3000 0.3000
54 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
55 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
56 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
57 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
58 4140o 38.0000 Natural 2.0882 0.0180 7.5352 0.4000
59 4140u 32.0000 Circular 0.1104 0.0130 0.3750 0.3750
60 4038o 68.0000 Natural 4.1558 0.0180 14.9231 0.4000
61 4038u 68.0000 Circular 0.1590 0.0130 0.4500 0.4500
62 3938o 40.0000 Natural 1.9520 0.0250 4.9600 0.4000
63 3938u 40.0000 Circular 0.0177 0.0120 0.1500 0.1500
64 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
65 3836u 40.0000 Circular 0.1590 0.0130 0.4500 0.4500
66 3635o 10.0000 Natural 48.3161 0.0350 41.8949 1.2000
67 3635u 10.0000 Circular 0.1590 0.0120 0.4500 0.4500
68 3533u 38.0000 Circular 0.1590 0.0120 0.4500 0.4500
69 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
70 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
71 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
72 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
73 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
74 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
75 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
76 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
77 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
78 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
79 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
80 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
81 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
82 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
83 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
84 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
85 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
86 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
87 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
88 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
89 14b14ao 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
90 14b14au 10.0000 Circular 0.0707 0.0140 0.3000 0.3000
Total length of all conduits .... 3396.5000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1714B 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
L610 1.0000 1.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5238u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5148u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5049u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4948u 1.0000 0.2500 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4845u 1.0000 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4140u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4038u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3938u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3836u 1.0000 0.4000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3635o 1.0000 2.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Kinematic Wave
3635u 1.0000 2.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3533u 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14b14au 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.20
5047 0.15
4946 0.16
5114b 0.14
4440 0.18
4342 0.34
4241 0.34
3736 0.17
3534 0.40
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
50b50 0.98
49b40 0.98
51b50 0.98
L610 0.21
5352o 0.26
5352u 0.17
5238o 0.28
5238u 0.18
3851o 0.18
3851u 0.14
5148u 0.35
5049u 0.20
4948u 0.37
4845o 0.12
4845u 0.14
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
4140o 0.22
4140u 0.30
4038o 0.12
4038u 0.15
3938o 0.25
3938u 0.15
3836o 0.19
3836u 0.26
3635o 1.68 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3635u 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3533u 0.28
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14b14ao 0.98
14b14au 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.1475E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.3000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.8000 7.4000 0.0000 0.0000 100.0000
3 N52 10.0000 7.5000 6.1000 0.0000 0.0000 100.0000
4 N38 10.0000 6.7000 5.0000 0.0000 0.0000 100.0000
5 N51B 10.0000 5.4000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 4.8000 3.6000 0.0000 0.0000 100.0000
7 N50B 10.0000 6.3000 4.7000 0.0000 0.0000 100.0000
8 N49B 10.0000 5.6000 4.0000 0.0000 0.0000 100.0000
9 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
10 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
11 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
12 N43 10.0000 9.6000 9.2000 0.0000 0.0000 100.0000
13 N42 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
14 N41 10.0000 8.0000 6.6000 0.0000 0.0000 100.0000
15 N44 10.0000 8.4000 8.0000 0.0000 0.0000 100.0000
16 N40 10.0000 7.0000 5.6000 0.0000 0.0000 100.0000
17 N39 10.0000 7.4000 6.0000 0.0000 0.0000 100.0000
18 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
19 N36 10.0000 6.9700 4.4700 0.0000 0.0000 100.0000
20 N35 10.0000 6.4000 4.0000 0.0000 0.0000 100.0000
21 N34 10.0000 4.8000 4.1000 0.0000 0.0000 100.0000
22 N33 10.0000 3.0500 2.6000 0.0000 0.0000 100.0000
23 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
24 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
25 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
26 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
27 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
28 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
29 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
30 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
31 N23 10.0000 5.0000 4.7000 0.0000 0.0000 Section 3
100.0000
32 N22 10.0000 4.6000 1.8600 0.0000 0.0000 100.0000
33 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
34 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
35 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
36 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
37 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
38 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
39 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
40 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
41 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
42 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
43 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
44 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
45 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
46 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
47 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
48 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
49 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
50 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
51 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
52 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
53 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
54 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
55 N50 10.0000 6.1000 5.7000 0.0000 0.0000 100.0000
56 N49 10.0000 5.4000 5.0000 0.0000 0.0000 100.0000
57 N51 10.0000 5.2000 4.8000 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160872.3200 17772.6800 No Ponding Normal 0 0.0000
2 N53 -160580.0050 12711.2450 No Ponding Normal 0 0.0000
3 N52 -166206.7250 12636.2550 No Ponding Normal 0 0.0000
4 N38 -171833.4400 12853.3400 No Ponding Normal 0 0.0000
5 N51B -176819.5150 14749.0650 No Ponding Normal 0 0.0000
6 N48 -176977.5250 20615.6450 No Ponding Normal 0 0.0000
7 N50B -176738.5150 28838.2450 No Ponding Normal 0 0.0000
8 N49B -176841.2250 25550.3700 No Ponding Normal 0 0.0000
9 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
10 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
11 N45 -183719.9500 18191.7850 No Ponding Normal 0 0.0000
12 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
13 N42 -165291.9300 30668.6650 No Ponding Normal 0 0.0000
14 N41 -170380.0400 30590.2250 No Ponding Normal 0 0.0000
15 N44 -166055.6050 26690.4250 No Ponding Normal 0 0.0000
16 N40 -171689.2050 27152.6450 No Ponding Normal 0 0.0000
17 N39 -169210.8050 17901.7100 No Ponding Normal 0 0.0000
18 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
19 N36 -171862.5500 8815.4800 No Ponding Normal 0 0.0000
20 N35 -175494.0450 7855.2280 No Ponding Normal 0 0.0000
21 N34 -180931.2000 8787.5770 No Ponding Normal 0 0.0000
22 N33 -180375.0150 6166.6680 No Ponding Normal 0 0.0000
23 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
24 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
25 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
26 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
27 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
28 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
29 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
30 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
31 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
32 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
33 N21 -185518.7450 11528.0300 No Ponding Normal 0 0.0000
34 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
35 N19 -189538.9050 -2208.3699 No Ponding Normal 0 0.0000
36 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
37 N17 -189306.1300 11452.3900 No Ponding Normal 0 0.0000
38 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
39 N15 -194758.4350 18301.8800 No Ponding Normal 0 0.0000
40 N14B -191661.4300 13346.4450 No Ponding Normal 0 0.0000
41 N14A -195792.5400 13900.6050 No Ponding Normal 0 0.0000
42 N13 -199667.0250 14032.5300 No Ponding Normal 0 0.0000
43 N12 -202825.1500 14195.2450 No Ponding Normal 0 0.0000
44 N11 -206840.8500 15119.2750 No Ponding Normal 0 0.0000
45 N10 -202446.6200 -2736.1661 No Ponding Normal 0 0.0000
46 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
47 N8 -207698.0100 6065.0360 No Ponding Normal 0 0.0000
48 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
49 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
50 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
51 N4 -211172.2100 11068.6850 No Ponding Normal 0 0.0000
52 N3 -210589.2150 16923.5400 No Ponding Normal 0 0.0000
53 N2 -211862.4350 20866.5750 No Ponding Normal 0 0.0000
54 N1 -212673.2100 25464.4650 No Ponding Normal 0 0.0000
55 N50 -179020.4400 28627.8600 No Ponding Normal 0 0.0000
56 N49 -178928.3200 24844.1900 No Ponding Normal 0 0.0000
57 N51 -178437.5100 14849.0750 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N53 8.9000 8.4000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 4946 N49 N46 5.0000 4.0000 No Design
4 5114b N51 N14B 4.8000 3.0000 No Design
5 4440 N44 N40 8.0000 6.0000 No Design
6 4342 N43 N42 9.2000 8.3000 No Design
7 4241 N42 N41 8.3000 7.6000 No Design
8 3736 N37 N36 7.0000 5.5200 No Design
9 3534 N35 N34 5.2000 4.3000 No Design
10 3422 N34 N22 4.3000 4.2000 No Design
11 3130 N31 N30 7.5000 5.7000 No Design
12 3024 N30 N24 4.2000 2.8600 No Design
13 3036 N30 N36 5.6200 5.5200 No Design
14 2827 N28 N27 8.3000 6.7000 No Design
15 2726 N27 N26 6.7000 6.5000 No Design
16 2629 N26 N29 6.5000 6.4000 No Design
17 2930 N29 N30 6.4000 5.6200 No Design
18 2725 N27 N25 5.3500 4.8700 No Design
19 2524 N25 N24 4.8700 2.8600 No Design
20 2422 N24 N22 2.5900 1.8600 No Design
21 L575 N23 N22 4.7000 3.4000 No Design
22 2117 N21 N17 3.0000 2.9500 No Design
23 1714B N17 N14B 2.9000 2.8500 No Design
24 1716 N17 N16 1.7500 1.3500 No Design
25 1615 N16 N15 1.3400 1.2100 No Design
26 1614A N16 N14A 1.6500 1.6000 No Design
27 4514B N45 N14B 3.5000 2.8500 No Design
28 4515 N45 N15 2.5000 1.2100 No Design
29 1502 N15 N2 1.2100 1.0500 No Design
30 14A13 N13 N14A 1.8600 1.6000 No Design
31 1312 N13 N12 1.8600 1.6800 No Design
32 1211 N12 N11 1.6800 1.3400 No Design
33 1103 N11 N3 1.3400 1.1000 No Design
34 0912 N9 N12 3.5000 2.0000 No Design
35 0908 N9 N8 2.5000 2.0000 No Design
36 0811 N8 N11 3.0000 2.0000 No Design
37 0804 N8 N4 2.0000 1.7000 No Design
38 0201 N2 N1 1.0500 0.9300 No Design
39 50b50 N50B N50 5.9000 5.7000 No Design
40 49b40 N49B N49 5.2000 5.0000 No Design
41 51b50 N51B N51 5.0000 4.8000 No Design
42 L610 N33 N22 2.6000 1.8600 No Design
43 5352o N53 N52 8.4000 7.1000 No Design
44 5352u N53 N52 7.4000 6.1000 No Design
45 5238o N52 N38 7.1000 6.0000 No Design
46 5238u N52 N38 6.1000 5.0000 No Design
47 3851o N38 N51B 6.3000 5.0000 No Design
48 3851u N38 N51B 5.0000 3.8000 No Design
49 5148u N51B N48 3.8000 3.6000 No Design
50 5049u N50B N49B 5.7000 5.0000 No Design
51 4948u N49B N48 4.0000 3.6000 No Design
52 4845o N48 N45 4.6000 3.5000 No Design
53 4845u N48 N45 3.6000 2.5000 No Design
54 4746o N47 N46 4.6000 4.0000 No Design
55 4746u N47 N46 3.6000 3.0000 No Design
56 4645o N46 N45 4.0000 3.5000 No Design
57 4645u N46 N45 3.0000 2.5000 No Design
58 4140o N41 N40 7.6000 6.6000 No Design
59 4140u N41 N40 6.6000 5.6000 No Design
60 4038o N40 N38 6.6000 6.0000 No Design
61 4038u N40 N38 5.6000 5.0000 No Design
62 3938o N39 N38 7.0000 6.0000 No Design
63 3938u N39 N38 6.0000 5.0000 No Design
64 3836o N38 N36 6.0000 5.5200 No Design
65 3836u N38 N36 5.0000 4.4700 No Design
66 3635o N36 N35 5.7700 5.2000 No Design
67 3635u N36 N35 4.4700 4.0000 No Design
68 3533u N35 N33 4.0000 2.6000 No Design
69 2217o N22 N17 3.4000 2.9500 No Design
70 2217u N22 N17 1.8600 1.7500 No Design
71 2019o N20 N19 7.0000 6.0000 No Design
72 2019u N20 N19 6.0000 4.5000 No Design
73 1918o N19 N18 6.0000 3.0000 No Design
74 1918u N19 N18 4.5000 1.9000 No Design
75 1817o N18 N17 3.0000 2.9500 No Design
76 1817u N18 N17 1.9000 1.7500 No Design
77 1009o N10 N9 4.6000 3.5000 No Design
78 1009u N10 N9 3.6000 2.5000 No Design
79 0706o N7 N6 5.0000 4.5000 No Design
80 0706u N7 N6 4.0000 3.5000 No Design
81 0604o N6 N4 4.5000 2.8000 No Design
82 0604u N6 N4 3.5000 1.7000 No Design
83 0504o N5 N4 4.3000 2.8000 No Design
84 0504u N5 N4 3.3000 1.7000 No Design
85 0403o N4 N3 2.8000 2.0000 No Design
86 0403u N4 N3 1.7000 1.1000 No Design
87 0302o N3 N2 1.8200 1.8100 No Design
88 0302u N3 N2 1.1000 1.0500 No Design
89 14b14ao N14B N14A 2.9900 2.5000 No Design
90 14b14au N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE
DEVELOPED CASE
Title from immediately preceding computational layer
EAGLE DRIVE
DEVELOPED CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 38
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.08
#################################################
# Element numbers of interface inlet locations: #
#################################################
N21 N37 N31 N28 N27 N26 N29
N30 N54 N53 N52 N44 N43 N42
N40 N39 N38 N51B N50B N47 N49B
N45 N10 N8 N11 N7 N6 N5
N4 N2 N36 N35 N23 N22 N20
N19 N18 N17
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 1.0248 0.0111
5047 2.8812 0.0234
4946 2.8075 0.0222
5114b 3.5733 0.0360
4440 10.0429 0.0444
4342 9.2249 0.0375
4241 8.1356 0.0292
3736 14.9983 0.0296
3534 24.3602 0.0327
3422 2.2724 0.0025
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
50b50 13.6470 0.0200
49b40 13.6470 0.0200
51b50 13.6470 0.0200
L610 0.3758 0.0148
5352o 1.1925 0.0394
5352u 0.0273 0.0371
5238o 1.6591 0.0314
5238u 0.0735 0.0268
3851o 1.4388 0.0236
3851u 0.0663 0.0218
5148u 0.0407 0.0095
5049u 0.0573 0.0189
4948u 0.0590 0.0200
4845o 2.5500 0.0183
4845u 0.1309 0.0183
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
4140o 7.7278 0.0263
4140u 0.3099 0.0313
4038o 9.0986 0.0088
4038u 0.2678 0.0088
3938o 6.1031 0.0250
3938u 0.0261 0.0250
3836o 9.9729 0.0120
3836u 0.3282 0.0133
3635o 350.7969 0.0570
3635u 0.6696 0.0470
3533u 0.5928 0.0368
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14b14ao 75.9084 0.0490
14b14au 0.1270 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 7.40 N52/ 0.00 / 6.10
N38/ 0.00 / 5.00 N51B/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50B/ 0.00 / 4.70 N49B/ 0.00 / 4.00 N47/ 0.00 / 3.60
N46/ 0.00 / 3.00 N45/ 0.00 / 2.50 N43/ 0.00 / 9.20
N42/ 0.00 / 8.30 N41/ 0.00 / 6.60 N44/ 0.00 / 8.00
N40/ 0.00 / 5.60 N39/ 0.00 / 6.00 N37/ 0.00 / 7.00
N36/ 0.00 / 4.47 N35/ 0.00 / 4.00 N34/ 0.00 / 4.10
N33/ 0.00 / 2.60 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
N50/ 0.00 / 5.70 N49/ 0.00 / 5.00 N51/ 0.00 / 4.80
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 4946/ 0.00
5114b/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533u/ 0.00 2217o/ 0.00
2217u/ 0.00 2019o/ 0.00 2019u/ 0.00
1918o/ 0.00 1918u/ 0.00 1817o/ 0.00
1817u/ 0.00 1009o/ 0.00 1009u/ 0.00
0706o/ 0.00 0706u/ 0.00 0604o/ 0.00
0604u/ 0.00 0504o/ 0.00 0504u/ 0.00
0403o/ 0.00 0403u/ 0.00 0302o/ 0.00
0302u/ 0.00 14b14ao/ 0.00 14b14au/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.40/ 7.40 5047/ 3.60/ 3.60 4946/ 3.00/ 3.00
5114b/ 1.80/ 1.80 4440/ 5.60/ 5.60 4342/ 8.30/ 8.30
4241/ 6.60/ 6.60 3736/ 4.47/ 4.47 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 50b50/ 5.70/ 5.70
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 1.86/ 1.86
5352o/ 6.10/ 6.10 5352u/ 6.10/ 6.10 5238o/ 5.00/ 5.00
5238u/ 5.00/ 5.00 3851o/ 3.80/ 3.80 3851u/ 3.80/ 3.80
5148u/ 3.60/ 3.60 5049u/ 4.00/ 4.00 4948u/ 3.60/ 3.60
4845o/ 2.50/ 2.50 4845u/ 2.50/ 2.50 4746o/ 3.00/ 3.00
4746u/ 3.00/ 3.00 4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50
4140o/ 5.60/ 5.60 4140u/ 5.60/ 5.60 4038o/ 5.00/ 5.00
4038u/ 5.00/ 5.00 3938o/ 5.00/ 5.00 3938u/ 5.00/ 5.00
3836o/ 4.47/ 4.47 3836u/ 4.47/ 4.47 3635o/ 4.00/ 4.00
3635u/ 4.00/ 4.00 3533u/ 2.60/ 2.60 2217o/ 1.75/ 1.75
2217u/ 1.75/ 1.75 2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50
1918o/ 1.90/ 1.90 1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75
1817u/ 1.75/ 1.75 1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50
0706o/ 3.50/ 3.50 0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70
0604u/ 1.70/ 1.70 0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70
0403o/ 1.10/ 1.10 0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05
0302u/ 1.05/ 1.05 14b14ao/ 1.65/ 1.65 14b14au/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 205.0000
N53 4.4370 11.0925 550.0000
N52 3.6427 9.1067 4480.0000
N38 2.1078 5.2695 35.0000
N51B 6.5762 16.4405 0.0000
N48 2.3541 5.8852 30.0000
N50B 3.6751 9.1879 425.0000
N49B 3.4716 8.6789 405.0000
N47 27.7077 50.0000 0.0000
N46 4.2851 10.7127 15.0000
N45 4.1252 10.3130 15.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 45.8235 50.0000 0.0000
N44 50.0000 50.0000 0.0000
N40 3.2890 8.2225 125.0000
N39 2.8098 7.0244 85.0000
N37 50.0000 50.0000 0.0000
N36 0.3708 0.9271 10.0000
N35 2.6352 6.5879 0.0000
N34 50.0000 50.0000 0.0000
N33 2.6335 6.5837 15.0000
N31 50.0000 50.0000 0.0000
N30 19.6199 49.0498 0.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 3.3122 8.2804 200.0000
N26 50.0000 50.0000 0.0000
N25 3.3193 8.2983 100.0000
N24 4.3876 10.9690 50.0000
N23 50.0000 50.0000 0.0000
N22 6.0304 15.0761 0.0000
N21 3.0669 7.6672 130.0000
N20 22.9485 50.0000 0.0000
N19 14.6954 36.7385 0.0000
N18 3.1563 7.8908 65.0000
N17 13.8783 34.6958 0.0000
N16 20.2795 50.0000 0.0000
N15 18.7964 46.9909 0.0000
N14B 0.5927 1.4818 200.0000
N14A 16.0825 40.2061 0.0000
N13 19.9095 49.7736 0.0000
N12 41.2849 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N8 43.7705 50.0000 0.0000
N7 2.0153 5.0384 45.0000
N6 2.6295 6.5737 15.0000
N5 35.2708 50.0000 0.0000
N4 38.5856 50.0000 0.0000
N3 50.0000 50.0000 0.0000
N2 50.0000 50.0000 0.0000
N1 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N51 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N52
*==========================================================*
| 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 42.2629 42.2629 50.0000 4.9167 0.0002 0.0936 Normal Soln
5047 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4946 50.0000 50.0000 50.0000 0.0000 0.0001 0.0008 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0006 0.0248 Normal Soln
4440 27.2962 27.2962 40.6901 0.0000 0.0016 0.0209 Normal Soln
4342 18.7295 18.7295 33.9069 0.0000 0.0005 0.0151 Normal Soln
4241 14.3813 14.3813 22.6924 0.0000 0.0006 0.0355 Normal Soln
3736 42.7180 42.7180 50.0000 0.0000 0.0010 0.0103 Normal Soln
3534 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3422 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0012 0.0150 Normal Soln
3024 11.3260 11.3260 22.6759 0.0000 0.0019 1.6090 Normal Soln
3036 25.0067 25.0067 50.0000 0.0000 0.0001 0.0006 Normal Soln
2827 36.3353 36.3353 50.0000 0.0000 0.0006 0.0173 Normal Soln
2726 14.9851 14.9851 50.0000 0.0000 0.0045 0.0016 Normal Soln
2629 50.0000 50.0000 50.0000 0.0000 0.0001 0.0071 Normal Soln
2930 35.4494 35.4494 50.0000 0.0000 0.0006 0.0336 Normal Soln
2725 5.0371 5.0371 12.8499 0.0000 0.0019 3.2436 Normal Soln
2524 16.6625 16.6625 32.8616 0.0000 0.0017 2.5260 Normal Soln
2422 7.2539 7.2539 21.2142 0.0000 -0.0064 1.6377 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0008 0.0822 Normal Soln
2117 11.7922 11.7922 29.4817 0.0000 0.0027 0.0539 Normal Soln
1714B 48.5121 48.5121 50.0000 0.0000 0.0001 0.0007 Normal Soln
1716 5.2304 5.2304 13.8556 0.0000 0.0082 1.2877 Normal Soln
1615 4.4660 4.4660 11.4070 0.0000 0.0042 3.0854 Normal Soln
1614A 2.1852 2.1852 7.4796 0.0000 0.0051 2.3296 Normal Soln
4514B 17.8779 17.8779 30.3180 0.0000 -0.0018 0.0103 Normal Soln
4515 5.7599 5.7599 13.4829 0.0000 0.0015 1.9955 Normal Soln
1502 15.9856 15.9856 35.2965 0.0000 0.0058 4.4314 Normal Soln
14A13 4.5947 4.5947 26.9273 0.0000 0.0055 0.1212 Normal Soln
1312 7.2995 7.2995 39.2738 0.0000 -0.0057 0.1210 Normal Soln
1211 21.5961 21.5961 50.0000 0.0000 -0.0044 0.0711 Normal Soln
1103 15.9883 15.9883 50.0000 0.0000 -0.0036 0.0449 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 16.5599 16.5599 50.0000 0.0000 0.0006 1.4268 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0804 15.4873 15.4873 50.0000 0.0000 0.0009 1.9007 Normal Soln
0201 3.0816 3.0816 7.3845 0.0000 -0.0085 0.0374 Normal Soln
50b50 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
49b40 13.8376 13.8376 30.5636 0.0000 -0.0006 0.0008 Normal Soln
51b50 8.5410 8.5410 12.9052 0.0000 0.0068 0.0103 Normal Soln
L610 8.5513 8.5513 23.3656 0.0000 -0.0030 2.4650 Normal Soln
5352o 22.6409 22.6409 43.8315 0.0000 0.0007 0.1412 Normal Soln
5352u 6.6946 6.6946 16.8016 0.0000 -0.0004 3.9318 Normal Soln
5238o 28.6305 28.6305 50.0000 0.0000 0.0022 0.0529 Normal Soln
5238u 7.8631 7.8631 19.8424 0.0000 -0.0009 2.8815 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.3141 11.3141 38.8446 0.0000 -0.0111 3.0241 Normal Soln
5148u 4.1598 4.1598 12.9805 0.0000 -0.0011 5.1049 Normal Soln
5049u 14.1932 14.1932 28.2221 0.0000 0.0011 2.0201 Normal Soln
4948u 3.9093 3.9093 11.9124 0.0000 -0.0063 4.6364 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 0.0002 0.0087 Normal Soln
4845u 12.7937 12.7937 37.7966 0.0000 -0.0015 2.2709 Normal Soln
4746o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746u 7.6741 7.6741 21.0662 0.0000 -0.0045 0.8683 Normal Soln
4645o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4645u 8.6150 8.6150 50.0000 0.0000 -0.0066 1.4954 Normal Soln
4140o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4140u 8.7956 8.7956 20.7684 0.0000 0.0007 0.9401 Normal Soln
4038o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4038u 16.9172 16.9172 47.7364 0.0000 -0.0036 2.0644 Normal Soln
3938o 50.0000 50.0000 50.0000 0.0000 0.0102 0.0068 Normal Soln
3938u 8.9003 8.9003 29.5900 0.0000 -0.0018 3.3217 Normal Soln
3836o 50.0000 50.0000 50.0000 0.0000 -0.0004 0.0016 Normal Soln
3836u 8.1080 8.1080 24.9995 0.0000 0.0099 2.7823 Normal Soln
3635o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3635u 1.8382 1.8382 4.7680 115.0833 -0.0155 1.4912 Normal Soln
3533u 6.4938 6.4938 15.1789 0.0000 -0.0047 1.6038 Normal Soln
2217o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2217u 6.0344 6.0344 15.1836 0.0000 -0.0056 4.2390 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 7.3773 7.3773 11.9937 0.0000 -0.0045 0.8008 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 20.4357 20.4357 48.5913 0.0000 0.0160 1.3750 Normal Soln
1817o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1817u 4.3894 4.3894 11.7091 0.0000 -0.0057 2.4551 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 16.5684 16.5684 31.2744 0.0000 0.0005 1.0383 Normal Soln
0706o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0706u 7.8115 7.8115 25.9646 0.0000 0.0013 1.8765 Normal Soln
0604o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0604u 10.4418 10.4418 21.4801 0.0000 0.0018 2.4783 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 16.6389 16.6389 41.5201 0.0000 0.0013 1.7278 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 4.5765 4.5765 9.5208 0.0000 0.0030 0.9244 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.4677 3.4677 17.8868 0.0000 -0.0016 0.2940 Normal Soln
14b14ao 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
14b14au 2.0176 2.0176 6.0525 0.0000 -0.0076 3.2617 Normal Soln
The conduit with the smallest time step limitation was..3635u
The conduit with the largest wobble was.................5148u
The conduit with the largest flow change in any
consecutive time step...................................1918u
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 2.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.03 / 8.93/ N53/ 0.03 / 7.43/ N52/ 0.02 / 6.12/
N38/ 0.03 / 5.03/ N51B/ 0.05 / 3.85/ N48/ 0.03 / 3.63/
N50B/ 1.01 / 5.71/ N49B/ 0.01 / 4.01/ N47/ 0.01 / 3.61/
N46/ 0.02 / 3.02/ N45/ 0.04 / 2.54/ N43/ 0.01 / 9.21/
N42/ 0.01 / 8.31/ N41/ 0.01 / 6.61/ N44/ 0.01 / 8.01/
N40/ 0.02 / 5.62/ N39/ 0.01 / 6.01/ N37/ 0.01 / 7.01/
N36/ 0.03 / 4.50/ N35/ 0.02 / 4.02/ N34/ 0.00 / 4.10/
N33/ 0.03 / 2.63/ N31/ 0.00 / 7.50/ N30/ 0.03 / 4.23/
N29/ 0.02 / 6.42/ N28/ 0.01 / 8.31/ N27/ 0.03 / 5.38/
N26/ 0.02 / 6.52/ N25/ 0.03 / 4.90/ N24/ 0.04 / 2.63/
N23/ 0.02 / 4.72/ N22/ 0.09 / 1.95/ N21/ 1.00 / 3.00/
N20/ 0.03 / 6.03/ N19/ 0.04 / 4.54/ N18/ 0.07 / 1.97/
N17/ 0.07 / 1.82/ N16/ 0.10 / 1.44/ N15/ 0.16 / 1.37/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.05 / 1.39/ N10/ 0.02 / 3.62/
N9/ 0.02 / 2.52/ N8/ 0.03 / 2.03/ N7/ 0.02 / 4.02/
N6/ 0.03 / 3.53/ N5/ 0.02 / 3.32/ N4/ 0.04 / 1.74/
N3/ 0.04 / 1.14/ N2/ 0.09 / 1.14/ N1/ 0.09 / 1.02/
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/ 0.01*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.03*/
1615/ 0.03*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.01*/ 1502/ 0.04 / 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/ 0.06 / 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/ 0.01*/
1918o/ 0.00 / 1918u/ 0.01*/ 1817o/ 0.00 /
1817u/ 0.01 / 1009o/ 0.00 / 1009u/ 0.00*/
0706o/ 0.00 / 0706u/ 0.00*/ 0604o/ 0.00 /
0604u/ 0.01*/ 0504o/ 0.00 / 0504u/ 0.00*/
0403o/ 0.00 / 0403u/ 0.01 / 0302o/ 0.00 /
0302u/ 0.02 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
FREE # 1/ 0.06 /
Conduit/ Velocity
5453/ 0.12 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.27 / 4342/ 0.20 /
4241/ 0.28 / 3736/ 0.16 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.87 /
3036/ 0.00 / 2827/ 0.20 / 2726/ 0.00 /
2629/ 0.07 / 2930/ 0.27 / 2725/ 0.65 /
2524/ 0.81 / 2422/ 0.47 / L575/ 0.12 /
2117/ 0.04 / 1714B/ 0.00 / 1716/ 0.95 /
1615/ 0.58 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.29 / 1502/ 0.71 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.06 /
0912/ 0.00 / 0908/ 0.29 / 0811/ 0.00 /
0804/ 0.34 / 0201/ 0.41 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.31 /
5352o/ 0.00 / 5352u/ 0.85 / 5238o/ 0.00 /
5238u/ 0.70 / 3851o/ 0.00 / 3851u/ 0.54 /
5148u/ 0.57 / 5049u/ 0.25 / 4948u/ 0.13 /
4845o/ 0.00 / 4845u/ 0.74 / 4746o/ 0.00 /
4746u/ 0.47 / 4645o/ 0.00 / 4645u/ 0.23 /
4140o/ 0.00 / 4140u/ 0.39 / 4038o/ 0.00 /
4038u/ 0.40 / 3938o/ 0.00 / 3938u/ 0.16 /
3836o/ 0.00 / 3836u/ 0.60 / 3635o/ 0.00 /
3635u/ 0.94 / 3533u/ 0.85 / 2217o/ 0.00 /
2217u/ 0.57 / 2019o/ 0.00 / 2019u/ 1.05 /
1918o/ 0.00 / 1918u/ 0.77 / 1817o/ 0.00 /
1817u/ 0.72 / 1009o/ 0.00 / 1009u/ 0.41 /
0706o/ 0.00 / 0706u/ 0.28 / 0604o/ 0.00 /
0604u/ 0.95 / 0504o/ 0.00 / 0504u/ 0.25 /
0403o/ 0.00 / 0403u/ 1.03 / 0302o/ 0.00 /
0302u/ 0.06 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Width
5453/ 0.67 / 5047/ 0.00 / 4946/ 0.01 /
5114b/ 0.01 / 4440/ 0.24 / 4342/ 0.33 /
4241/ 0.35 / 3736/ 0.34 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 1.16 / 3024/ 0.22 /
3036/ 3.09 / 2827/ 0.46 / 2726/ 8.92 /
2629/ 1.49 / 2930/ 1.21 / 2725/ 0.20 /
2524/ 0.19 / 2422/ 0.35 / L575/ 1.32 /
2117/ 0.57 / 1714B/ 1.62 / 1716/ 0.55 /
1615/ 0.56 / 1614A/ 0.34 / 4514B/ 0.02 /
4515/ 0.24 / 1502/ 0.59 / 14A13/ 0.20 /
1312/ 0.02 / 1211/ 0.31 / 1103/ 1.40 /
0912/ 0.02 / 0908/ 0.18 / 0811/ 0.00 /
0804/ 0.23 / 0201/ 2.43 / 50b50/ 0.00 /
49b40/ 0.29 / 51b50/ 0.74 / L610/ 0.28 /
5352o/ 0.04 / 5352u/ 0.11 / 5238o/ 0.08 /
5238u/ 0.14 / 3851o/ 0.01 / 3851u/ 0.16 /
5148u/ 0.17 / 5049u/ 0.09 / 4948u/ 0.12 /
4845o/ 0.25 / 4845u/ 0.19 / 4746o/ 0.00 /
4746u/ 0.13 / 4645o/ 0.01 / 4645u/ 0.16 /
4140o/ 0.00 / 4140u/ 0.16 / 4038o/ 0.01 /
4038u/ 0.21 / 3938o/ 0.03 / 3938u/ 0.09 /
3836o/ 0.25 / 3836u/ 0.21 / 3635o/ 0.00 /
3635u/ 0.20 / 3533u/ 0.21 / 2217o/ 0.00 /
2217u/ 0.46 / 2019o/ 0.00 / 2019u/ 0.25 /
1918o/ 0.00 / 1918u/ 0.34 / 1817o/ 0.00 /
1817u/ 0.38 / 1009o/ 0.00 / 1009u/ 0.15 /
0706o/ 0.00 / 0706u/ 0.16 / 0604o/ 0.00 /
0604u/ 0.22 / 0504o/ 0.00 / 0504u/ 0.16 /
0403o/ 0.00 / 0403u/ 0.33 / 0302o/ 0.00 /
0302u/ 1.50 / 14b14ao/ 0.00 / 14b14au/ 0.17 /
Junction/ EGL
N54/ 0.03 / N53/ 1.02 / N52/ 0.06 /
N38/ 0.05 / N51B/ 0.06 / N48/ 0.05 /
N50B/ 1.01 / N49B/ 1.01 / N47/ 0.01 /
N46/ 0.03 / N45/ 0.06 / N43/ 0.01 /
N42/ 0.01 / N41/ 1.01 / N44/ 0.01 /
N40/ 0.41 / N39/ 0.01 / N37/ 0.01 /
N36/ 1.05 / N35/ 0.07 / N34/ 0.00 /
N33/ 0.07 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.02 / N28/ 0.01 / N27/ 1.36 /
N26/ 0.02 / N25/ 0.05 / N24/ 0.34 /
N23/ 0.02 / N22/ 1.55 / N21/ 1.00 /
N20/ 0.03 / N19/ 0.10 / N18/ 0.10 /
N17/ 1.20 / N16/ 0.15 / N15/ 0.18 /
N14B/ 0.00 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.05 / N10/ 0.02 /
N9/ 0.03 / N8/ 0.03 / N7/ 0.02 /
N6/ 0.04 / N5/ 0.02 / N4/ 0.08 /
N3/ 0.09 / N2/ 0.11 / N1/ 0.09 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Junction/ Freeboard
N54/ 1.07 / N53/ 2.57 / N52/ 3.88 /
N38/ 4.97 / N51B/ 6.15 / N48/ 6.37 /
N50B/ 4.29 / N49B/ 5.99 / N47/ 6.39 /
N46/ 6.98 / N45/ 7.46 / N43/ 0.79 /
N42/ 1.69 / N41/ 3.39 / N44/ 1.99 /
N40/ 4.38 / N39/ 3.99 / N37/ 2.99 /
N36/ 5.50 / N35/ 5.98 / N34/ 5.90 /
N33/ 7.37 / N31/ 2.50 / N30/ 5.77 /
N29/ 3.58 / N28/ 1.69 / N27/ 4.62 /
N26/ 3.48 / N25/ 5.10 / N24/ 7.37 /
N23/ 5.28 / N22/ 8.05 / N21/ 7.00 /
N20/ 3.97 / N19/ 5.46 / N18/ 8.03 /
N17/ 8.18 / N16/ 8.56 / N15/ 8.63 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.61 / N10/ 6.38 /
N9/ 7.48 / N8/ 7.97 / N7/ 5.98 /
N6/ 6.47 / N5/ 6.68 / N4/ 8.26 /
N3/ 8.86 / N2/ 8.86 / N1/ 8.98 /
N50/ 4.30 / N49/ 5.00 / N51/ 5.20 /
Junction/ Max Volume
N54/ 0.12 / N53/ 1.05 / N52/ 1.04 /
N38/ 1.03 / N51B/ 1.21 / N48/ 1.01 /
N50B/ 1.12 / N49B/ 1.20 / N47/ 0.19 /
N46/ 0.65 / N45/ 1.06 / N43/ 0.06 /
N42/ 0.08 / N41/ 0.17 / N44/ 0.06 /
N40/ 0.61 / N39/ 1.01 / N37/ 0.05 /
N36/ 1.16 / N35/ 0.87 / N34/ 0.00 /
N33/ 1.56 / N31/ 0.02 / N30/ 0.42 /
N29/ 0.08 / N28/ 0.06 / N27/ 1.35 /
N26/ 0.05 / N25/ 0.59 / N24/ 1.00 /
N23/ 0.10 / N22/ 1.28 / N21/ 1.03 /
N20/ 0.25 / N19/ 0.28 / N18/ 1.00 /
N17/ 0.84 / N16/ 1.38 / N15/ 0.97 /
N14B/ 1.12 / N14A/ 0.88 / N13/ 0.51 /
N12/ 0.52 / N11/ 0.58 / N10/ 0.17 /
N9/ 0.21 / N8/ 0.44 / N7/ 0.66 /
N6/ 0.80 / N5/ 0.17 / N4/ 0.53 /
N3/ 0.54 / N2/ 0.55 / N1/ 0.55 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.01 /
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/ 0.01 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.02 / 2930/ 0.01 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.02 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.03 /
1615/ 0.05 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.02 / 1502/ 0.05 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.07 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.14 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.01 /
5352o/ 0.00 / 5352u/ 0.00 / 5238o/ 0.00 /
5238u/ 0.00 / 3851o/ 0.00 / 3851u/ 0.00 /
5148u/ 0.00 / 5049u/ 0.00 / 4948u/ 0.00 /
4845o/ 0.00 / 4845u/ 0.00 / 4746o/ 0.00 /
4746u/ 0.00 / 4645o/ 0.00 / 4645u/ 0.00 /
4140o/ 0.00 / 4140u/ 0.00 / 4038o/ 0.00 /
4038u/ 0.00 / 3938o/ 0.00 / 3938u/ 0.00 /
3836o/ 0.00 / 3836u/ 0.00 / 3635o/ 0.00 /
3635u/ 0.00 / 3533u/ 0.00 / 2217o/ 0.00 /
2217u/ 0.02 / 2019o/ 0.00 / 2019u/ 0.01 /
1918o/ 0.00 / 1918u/ 0.01 / 1817o/ 0.00 /
1817u/ 0.02 / 1009o/ 0.00 / 1009u/ 0.00 /
0706o/ 0.00 / 0706u/ 0.00 / 0604o/ 0.00 /
0604u/ 0.01 / 0504o/ 0.00 / 0504u/ 0.00 /
0403o/ 0.00 / 0403u/ 0.01 / 0302o/ 0.00 /
0302u/ 0.09 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Final Volume
5453/ 0.40 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.09 / 4342/ 0.06 /
4241/ 0.07 / 3736/ 0.14 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.77 / 3024/ 0.25 /
3036/ 0.00 / 2827/ 0.18 / 2726/ 0.06 /
2629/ 0.82 / 2930/ 0.56 / 2725/ 0.12 /
2524/ 0.29 / 2422/ 0.61 / L575/ 0.66 /
2117/ 0.11 / 1714B/ 0.00 / 1716/ 0.91 /
1615/ 1.37 / 1614A/ 0.07 / 4514B/ 0.00 /
4515/ 0.64 / 1502/ 4.90 / 14A13/ 0.08 /
1312/ 0.01 / 1211/ 0.39 / 1103/ 2.47 /
0912/ 0.00 / 0908/ 0.15 / 0811/ 0.00 /
0804/ 0.27 / 0201/ 1.43 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.61 /
5352o/ 0.00 / 5352u/ 0.07 / 5238o/ 0.00 /
5238u/ 0.11 / 3851o/ 0.00 / 3851u/ 0.24 /
5148u/ 0.10 / 5049u/ 0.01 / 4948u/ 0.04 /
4845o/ 0.00 / 4845u/ 0.25 / 4746o/ 0.00 /
4746u/ 0.07 / 4645o/ 0.00 / 4645u/ 0.20 /
4140o/ 0.00 / 4140u/ 0.07 / 4038o/ 0.00 /
4038u/ 0.26 / 3938o/ 0.00 / 3938u/ 0.05 /
3836o/ 0.00 / 3836u/ 0.17 / 3635o/ 0.00 /
3635u/ 0.04 / 3533u/ 0.16 / 2217o/ 0.00 /
2217u/ 0.87 / 2019o/ 0.00 / 2019u/ 0.19 /
1918o/ 0.00 / 1918u/ 1.44 / 1817o/ 0.00 /
1817u/ 0.40 / 1009o/ 0.00 / 1009u/ 0.09 /
0706o/ 0.00 / 0706u/ 0.08 / 0604o/ 0.00 /
0604u/ 0.31 / 0504o/ 0.00 / 0504u/ 0.20 /
0403o/ 0.00 / 0403u/ 0.18 / 0302o/ 0.00 /
0302u/ 2.80 / 14b14ao/ 0.00 / 14b14au/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.01 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.01 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.02 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.02 /
2629/ 0.01 / 2930/ 0.01 / 2725/ 0.02 /
2524/ 0.02 / 2422/ 0.04 / L575/ 0.01 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.05 /
1615/ 0.08 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.08 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.03 /
0912/ 0.00 / 0908/ 0.02 / 0811/ 0.00 /
0804/ 0.02 / 0201/ 0.06 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.03 /
5352o/ 0.00 / 5352u/ 0.02 / 5238o/ 0.00 /
5238u/ 0.02 / 3851o/ 0.00 / 3851u/ 0.02 /
5148u/ 0.02 / 5049u/ 0.00 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.02 / 4746o/ 0.00 /
4746u/ 0.01 / 4645o/ 0.00 / 4645u/ 0.02 /
4140o/ 0.00 / 4140u/ 0.01 / 4038o/ 0.00 /
4038u/ 0.02 / 3938o/ 0.00 / 3938u/ 0.01 /
3836o/ 0.00 / 3836u/ 0.02 / 3635o/ 0.00 /
3635u/ 0.02 / 3533u/ 0.02 / 2217o/ 0.00 /
2217u/ 0.05 Section 4
/ 2019o/ 0.00 / 2019u/ 0.02 /
1918o/ 0.00 / 1918u/ 0.03 / 1817o/ 0.00 /
1817u/ 0.04 / 1009o/ 0.00 / 1009u/ 0.01 /
0706o/ 0.00 / 0706u/ 0.02 / 0604o/ 0.00 /
0604u/ 0.02 / 0504o/ 0.00 / 0504u/ 0.02 /
0403o/ 0.00 / 0403u/ 0.03 / 0302o/ 0.00 /
0302u/ 0.06 / 14b14ao/ 0.00 / 14b14au/ 0.02 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.93/ 8.42 5047/ 3.61/ 3.61 4946/ 3.02/ 3.02/
5114b/ 1.80/ 1.80 4440/ 8.01/ 6.00 4342/ 9.21/ 8.31/
4241/ 8.31/ 7.61 3736/ 7.01/ 5.52 3534/ 4.10/ 4.10/
3422/ 1.95/ 1.95 3130/ 7.50/ 5.70 3024/ 4.23/ 2.89/
3036/ 4.50/ 4.50 2827/ 8.31/ 6.70 2726/ 6.52/ 6.52/
2629/ 6.52/ 6.42 2930/ 6.42/ 5.64 2725/ 5.38/ 4.90/
2524/ 4.90/ 2.89 2422/ 2.63/ 1.95 L575/ 4.72/ 3.41/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.82/ 1.44/
1615/ 1.44/ 1.37 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.54/ 1.37 1502/ 1.37/ 1.14 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.39 1103/ 1.39/ 1.14/
0912/ 1.68/ 1.68 0908/ 2.52/ 2.03 0811/ 1.39/ 1.39/
0804/ 2.03/ 1.74 0201/ 1.14/ 1.02 50b50/ 5.70/ 5.70/
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.63/ 1.95/
5352o/ 6.12/ 6.12 5352u/ 7.43/ 6.12 5238o/ 5.03/ 5.03/
5238u/ 6.12/ 5.03 3851o/ 3.85/ 3.85 3851u/ 5.03/ 3.85/
5148u/ 3.85/ 3.63 5049u/ 5.71/ 5.00 4948u/ 4.01/ 3.63/
4845o/ 2.54/ 2.54 4845u/ 3.63/ 2.54 4746o/ 3.02/ 3.02/
4746u/ 3.61/ 3.02 4645o/ 2.54/ 2.54 4645u/ 3.02/ 2.54/
4140o/ 5.62/ 5.62 4140u/ 6.61/ 5.62 4038o/ 5.03/ 5.03/
4038u/ 5.62/ 5.03 3938o/ 5.03/ 5.03 3938u/ 6.01/ 5.03/
3836o/ 4.50/ 4.50 3836u/ 5.03/ 4.50 3635o/ 4.02/ 4.02/
3635u/ 4.50/ 4.02 3533u/ 4.02/ 2.63 2217o/ 1.82/ 1.82/
2217u/ 1.95/ 1.82 2019o/ 4.54/ 4.54 2019u/ 6.03/ 4.54/
1918o/ 1.97/ 1.97 1918u/ 4.54/ 1.97 1817o/ 1.82/ 1.82/
1817u/ 1.97/ 1.82 1009o/ 2.52/ 2.52 1009u/ 3.62/ 2.52/
0706o/ 3.53/ 3.53 0706u/ 4.02/ 3.53 0604o/ 1.74/ 1.74/
0604u/ 3.53/ 1.74 0504o/ 1.74/ 1.74 0504u/ 3.32/ 1.74/
0403o/ 1.14/ 1.14 0403u/ 1.74/ 1.14 0302o/ 1.14/ 1.14/
0302u/ 1.14/ 1.14 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........ 3076
Total number of time steps during simulation.... 2950
Ratio of actual # of time steps / NTCYC......... 2.049
Average number of iterations per time step...... 1.043
Average time step size(seconds)................ 2.441
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 3.486
Average minimum implicit time step (sec)........ 2.776
Average minimum junction time step (sec)........ 2.776
Average Courant Factor Tf....................... 2.776
Number of times omega reduced................... 13
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N54 0 1.01 2978 0 6 0 0 0
N53 0 1.08 3184 1 15 1 0 0
N52 0 1.20 3545 0 6 0 0 0
N38 0 1.67 4937 0 10 1 0 0
N51B 0 1.20 3539 2 15 1 0 0
N48 0 1.30 3821 0 8 0 0 0
N50B 0 1.03 3025 0 7 0 0 0
N49B 0 1.19 3513 0 7 0 0 0
N47 0 1.03 3036 0 5 0 0 0
N46 0 1.06 3140 0 5 0 0 0
N45 0 1.52 4491 0 18 2 0 0
N43 0 1.02 3000 0 3 0 0 0
N42 0 1.14 3360 0 6 0 0 0
N41 0 1.28 3778 0 4 0 0 0
N44 0 1.06 3132 0 5 0 0 0
N40 0 1.50 4426 1 7 0 0 0
N39 0 1.02 3016 1 16 1 0 0
N37 0 1.01 2976 0 5 0 0 0
N36 0 1.49 4396 0 15 1 0 0
N35 0 1.59 4705 0 6 0 0 0
N34 0 1.00 2950 0 1 0 0 0
N33 0 1.58 4658 0 5 0 0 0
N31 0 1.03 3026 0 7 0 0 0
N30 0 1.33 3919 0 9 0 0 0
N29 0 1.24 3670 0 6 0 0 0
N28 0 1.08 3178 0 6 0 0 0
N27 0 1.42 4185 0 8 0 0 0
N26 0 1.02 2996 0 12 1 0 0
N25 0 1.56 4591 0 6 0 0 0
N24 0 1.77 5208 0 9 0 0 0
N23 0 1.30 3849 0 7 0 0 0
N22 0 1.72 5065 0 7 0 0 0
N21 0 1.77 5229 1 17 1 0 0
N20 0 1.23 3642 0 6 0 0 0
N19 0 1.50 4428 0 6 0 0 0
N18 0 1.47 4333 0 4 0 0 0
N17 0 2.08 6138 0 6 0 0 0
N16 0 2.43 7156 1 14 9 0 0
N15 0 1.58 4659 0 6 0 0 0
N14B 0 1.35 3985 0 16 2 0 0
N14A 0 2.40 7087 3 16 9 0 0
N13 0 2.22 6563 0 7 0 0 0
N12 0 1.82 5355 0 6 0 0 0
N11 0 1.68 4970 0 10 1 0 0
N10 0 1.11 3265 0 3 0 0 0
N9 0 1.17 3441 0 3 0 0 0
N8 0 1.29 3799 0 5 0 0 0
N7 0 1.09 3201 0 5 0 0 0
N6 0 1.46 4302 0 5 0 0 0
N5 0 1.11 3281 0 5 0 0 0
N4 0 1.65 4877 1 9 0 0 0
N3 0 2.03 6002 0 7 0 0 0
N2 0 1.94 5714 0 6 0 0 0
N1 0 1.82 5359 2 8 0 0 0
N50 0 1.00 2950 0 1 0 0 0
N49 0 1.01 2966 0 3 0 0 0
N51 0 1.09 3214 0 5 0 0 0
Total number of iterations for all junctions.. 235209
Minimum number of possible iterations......... 168150
Efficiency of the simulation.................. 1.40
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N54 10.0000 9.3000 9.0158 0 37 0.0000 0.9842 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.4511 0 36 0.0000 1.5489 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.1434 0 36 0.0000 2.8566 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.0267 0 40 0.0000 3.9733 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0141 0 33 0.0000 4.9859 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6070 0 37 0.0000 5.3930 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.8226 0 33 0.0000 4.1774 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2047 0 35 0.0000 4.7953 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 3.7938 0 35 0.0000 6.2062 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 3.6507 0 35 0.0000 6.3493 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5611 0 36 0.0000 6.4389 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2555 0 35 0.0000 0.7445 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.3759 0 35 0.0000 1.6241 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 6.7738 0 35 0.0000 3.2262 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.0615 0 35 0.0000 1.9385 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.2108 0 40 0.0000 3.7892 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0137 0 33 0.0000 2.9863 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0487 0 35 0.0000 2.9513 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.9700 5.6345 0 42 0.0000 4.3655 1.0000 0.0000 0.0000 0.0000
N35 10.0000 6.4000 4.8698 0 36 0.0000 5.1302 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.8000 4.1000 0 0 0.0000 5.9000 1.0000 0.0000 0.0000 0.0000
N33 10.0000 3.0500 4.1578 0 36 1.1078 5.8422 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5152 0 35 0.0000 2.4848 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 4.6167 0 36 0.0000 5.3833 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.4790 0 35 0.0000 3.5210 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3587 0 35 0.0000 1.6413 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7035 0 36 0.0000 3.2965 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.5488 0 42 0.0000 3.4512 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.4574 0 36 0.2124 4.5426 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 3.5891 0 36 0.2791 6.4109 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.7953 0 35 0.0000 5.2047 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.1387 0 36 0.0000 6.8613 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0316 0 35 0.0000 6.9684 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.2505 0 40 0.0000 3.7495 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.7784 0 35 0.0000 5.2216 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 2.9011 0 36 0.0000 7.0989 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.5949 0 36 0.0000 7.4051 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.7202 0 36 0.3202 7.2798 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.1782 0 36 0.1432 7.8218 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 2.9176 0 40 0.0000 7.0824 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.4777 0 36 0.0000 7.5223 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.3725 0 37 0.0000 7.6275 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.2006 0 39 0.0000 7.7994 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 1.9214 0 41 0.0000 8.0786 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.7744 0 35 0.0000 6.2256 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 2.7148 0 36 0.0000 7.2852 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 2.4406 0 36 0.0000 7.5594 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 4.6626 0 35 0.0000 5.3374 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.3027 0 35 0.0000 5.6973 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.4684 0 35 0.0000 6.5316 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.2256 0 35 0.0000 7.7744 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.6364 0 39 0.0000 8.3636 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.6014 0 39 0.0000 8.3986 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.4810 0 40 0.0000 8.5190 1.0000 0.0000 0.0000 0.0000
N50 10.0000 6.1000 5.7000 0 0 0.0000 4.3000 1.0000 0.0000 0.0000 0.0000
N49 10.0000 5.4000 5.0028 0 35 0.0000 4.9972 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8141 0 38 0.0000 5.1859 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 0.0449 0 37 0.3314 0 37 0.0439 9.0158 8.4723 .2894 .1808
5047 2.8812 1.4600 200.0000 0.0000 0 0 0.0000 0 0 0.0000 3.7938 3.7938 .0000 .0000
4946 2.8075 1.4227 200.0000 0.0010 0 35 0.0613 0 35 0.0004 5.0028 4.0004 .0141 .0019
5114b 3.5733 1.8108 200.0000 0.0362 0 38 0.2927 0 38 0.0101 4.8141 3.0108 .0703 .0541
4440 10.0429 4.8092 400.0000 0.0722 0 35 1.1059 0 33 0.0072 8.0615 6.2108 .1538 .5270
4342 9.2249 4.4176 400.0000 0.0510 0 35 0.7080 0 35 0.0055 9.2555 8.3759 .1388 .1897
4241 8.1356 3.8959 400.0000 0.1012 0 35 1.0577 0 35 0.0124 8.3759 7.6753 .1897 .1882
3736 14.9983 3.6090 400.0000 0.0566 0 35 0.6916 0 34 0.0038 7.0487 5.6345 .1218 .2864
3534 24.3602 2.4544 500.0000 0.0000 0 0 0.0000 0 0 0.0000 4.1000 4.1000 .0000 .0000
3422 2.2724 0.5750 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.1387 3.1387 .0000 .0000
3130 13.5508 2.2744 300.0000 0.0785 0 35 0.2930 0 35 0.0058 7.5152 5.7116 .0505 .0385
3024 0.4621 2.9058 450.0000 0.2869 0 36 2.2491 0 33 0.6209 4.6167 3.5891 .9259 1.620
3036 6.7857 1.4251 400.0000 -0.0022 0 42 -0.0107 0 42 -0.0003 5.6344 5.6345 .0361 .2864
2827 15.5945 3.7524 400.0000 0.0960 0 35 0.8371 0 35 0.0062 8.3587 6.7578 .1467 .1444
2726 18.5574 3.1124 300.0000 0.0111 0 36 0.0265 0 36 0.0006 6.7035 6.5488 .0116 .1625
2629 2.4524 0.5150 400.0000 0.0091 0 42 0.0884 1 0 0.0037 6.5488 6.4790 .1219 .1976
2930 11.6053 2.4373 400.0000 0.1555 0 35 0.7312 0 36 0.0134 6.4790 5.6988 .1976 .1971
2725 0.2218 2.0080 375.0000 0.2579 0 35 2.3350 0 34 1.1628 6.7035 5.4574 3.609 1.566
2524 0.2779 2.5163 375.0000 0.2489 0 34 2.4348 0 33 0.8954 5.4574 3.5891 1.566 1.944
2422 0.8401 2.9711 600.0000 0.5227 0 36 1.8384 0 36 0.6222 3.5891 3.1387 1.665 2.131
L575 4.4056 1.1111 300.0000 0.1414 0 35 0.3972 0 36 0.0321 4.7953 3.4696 .3177 .2321
2117 10.3655 2.0976 500.0000 0.0878 0 35 0.3393 0 35 0.0085 3.0316 2.9701 .0631 .0403
1714B 8.1188 0.9553 500.0000 -0.0029 0 40 -0.0385 0 40 -0.0004 2.9138 2.9176 .0277 .1352
1716 3.1532 3.6415 1050.000 1.6537 0 36 2.1654 0 40 0.5244 2.5949 2.7202 .8046 1.304
1615 0.7725 1.7486 750.0000 1.0497 0 36 2.3670 0 36 1.3588 2.7202 2.1782 1.840 1.290
1614A 0.7872 1.7819 750.0000 0.6041 0 36 1.3373 0 36 0.7673 2.7202 2.4777 1.427 1.170
4514B 28.0567 3.5017 450.0000 0.1012 0 36 0.7916 0 37 0.0036 3.5611 2.9176 .1358 .1502
4515 0.1942 2.7467 300.0000 0.1699 0 23 2.3734 0 23 0.8750 3.5611 2.1782 3.537 3.227
1502 0.6052 1.1322 825.0000 1.2137 0 37 2.5498 0 36 2.0053 2.1782 1.6014 1.173 .6684
14A13 16.6072 0.8411 1700.000 -0.7118 0 36 -0.3714 0 36 -0.0429 2.4777 2.3725 .3634 .4544
1312 15.7543 0.6101 1400.000 0.7073 0 37 0.3565 0 36 0.0449 2.3725 2.2006 .3661 .3718
1211 22.0747 0.6694 1700.000 0.6792 0 39 0.2499 0 37 0.0308 2.2006 1.9214 .3062 .3420
1103 34.9730 0.7240 2000.000 0.7860 0 41 0.3558 0 43 0.0225 1.9214 1.6364 .2907 .2682
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.7148 2.2006 .0000 .0000
0908 0.1628 1.4741 375.0000 0.0828 0 36 0.9871 0 32 0.5085 2.7148 2.4406 .5728 1.174
0811 6.0914 1.5476 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.9214 1.9214 .0000 .0000
0804 0.2208 1.3886 450.0000 0.1588 0 36 0.9874 0 37 0.7190 2.4406 2.2256 .9791 1.168
0201 142.3584 2.9703 2000.000 2.6237 0 40 1.3542 0 40 0.0184 1.6014 1.4810 .2757 .2755
50b50 13.6470 6.9913 400.0000 0.0000 0 0 0.0000 0 0 0.0000 5.7000 5.7000 .0000 .0000
49b40 13.6470 6.9913 400.0000 0.0056 0 35 0.3326 0 35 0.0004 5.2047 5.0028 .0118 .0071
51b50 13.6470 6.9913 400.0000 0.0481 0 35 0.7763 0 35 0.0035 5.0141 4.8141 .0351 .0351
L610 0.3758 2.3626 450.0000 0.3428 0 46 2.1399 0 46 0.9124 4.1578 3.1387 3.461 2.841
5352o 1.1925 2.1371 300.0000 0.0694 0 36 0.7529 0 36 0.0582 8.4511 7.1508 .1702 .1692
5352u 0.0273 1.5423 150.0000 0.0365 0 52 2.0840 0 55 1.3408 8.4511 7.1434 7.007 6.955
5238o 1.6591 2.2063 400.0000 0.0439 0 36 0.5872 0 36 0.0265 7.1434 6.0388 .1085 .0971
5238u 0.0735 1.8497 225.0000 0.0835 0 32 2.0663 0 32 1.1352 7.1434 6.0267 4.637 4.563
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0267 5.0141 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0577 0 40 1.4159 0 40 0.8701 6.0267 5.0141 4.563 5.395
5148u 0.0407 1.0234 225.0000 0.0657 0 47 1.6180 0 47 1.6148 5.0141 4.6070 5.395 4.475
5049u 0.0573 1.4423 225.0000 0.0323 0 34 1.3115 0 33 0.5640 5.8226 5.2047 .5447 .9098
4948u 0.0590 1.4830 225.0000 0.0684 0 35 1.6789 0 35 1.1607 5.2047 4.6070 5.354 4.475
4845o 2.5500 1.2922 200.0000 0.0097 0 37 0.0316 0 37 0.0038 4.6070 3.5611 .0350 .3055
4845u 0.1309 1.8523 300.0000 0.1054 0 25 1.5880 0 10 0.8047 4.6070 3.5611 3.356 3.537
4746o 17.3588 1.9947 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.6507 3.6507 .0000 .0000
4746u 0.1498 2.1194 300.0000 0.0429 0 35 1.1873 0 13 0.2863 3.7938 3.6507 .6460 2.169
4645o 15.8729 1.6240 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.6507 3.5611 .0000 .0000
4645u 0.1105 1.5637 300.0000 0.0434 0 35 0.6073 0 35 0.3928 3.6507 3.5611 2.168 3.537
4140o 7.7278 3.0800 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.2108 6.2108 .0000 .0000
4140u 0.3099 2.8063 375.0000 0.1008 0 35 1.5413 0 32 0.3251 6.7738 6.2108 .4636 1.628
4038o 9.0986 1.8214 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.2108 6.0267 .0000 .0000
4038u 0.2678 1.6839 450.0000 0.1458 0 45 1.4252 0 16 0.5445 6.2108 6.0267 1.357 2.281
3938o 6.1031 3.1262 400.0000 0.0183 0 33 0.3254 0 33 0.0030 7.0137 6.0267 .0344 .0667
3938u 0.0261 1.4762 150.0000 0.0246 0 33 1.3518 0 33 0.9438 7.0137 6.0267 6.758 6.844
3836o 9.9729 2.0945 400.0000 0.0080 0 40 0.0395 0 40 0.0008 6.0267 5.6345 .0667 .2864
3836u 0.3282 2.0635 450.0000 0.2566 0 35 1.6000 0 35 0.7820 6.0267 5.6345 2.281 2.587
3635o 350.7969 7.2605 1200.000 0.0000 0 0 0.0000 0 0 0.0000 4.8698 4.8698 .0000 .0000
3635u 0.6696 4.2102 450.0000 0.3357 0 47 2.0973 0 47 0.5014 5.6345 4.8698 2.587 1.932
3533u 0.5928 3.7276 450.0000 0.3422 0 47 2.5047 0 12 0.5773 4.8698 4.1578 1.932 3.461
2217o 14.0423 1.9555 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.5948 2.5948 .0000 .0000
2217u 0.6241 1.4127 750.0000 1.0237 0 36 2.3051 0 35 1.6402 3.1386 2.5948 1.704 1.126
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.7783 4.7783 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.2193 0 35 2.5022 0 40 0.3440 6.2505 4.7783 .5567 .6185
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.9010 2.9010 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.4382 0 36 2.2638 0 36 0.4642 4.7784 2.9010 .4639 1.668
1817o 9.1593 0.8118 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.5948 2.5948 .0000 .0000
1817u 0.5070 1.7932 600.0000 0.5331 0 36 1.8789 0 36 1.0516 2.9011 2.5948 1.668 1.408
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.7148 2.7148 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.0880 0 35 1.5988 0 34 0.3643 3.7744 2.7148 .4650 .5727
0706o 7.2322 2.1546 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.3027 4.3027 .0000 .0000
0706u 0.1248 1.7661 300.0000 0.0743 0 36 1.1556 0 25 0.5954 4.6626 4.3027 2.208 2.675
0604o 9.6606 2.8827 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.2256 2.2256 .0000 .0000
0604u 0.3116 2.8210 375.0000 0.2946 0 35 2.6537 0 35 0.9455 4.3027 2.2256 2.140 1.401
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.2256 2.2256 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.0825 0 35 1.5173 0 35 0.5354 3.4684 2.2256 .5612 1.752
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6364 1.6364 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.6867 0 35 2.1011 0 35 0.3561 2.2256 1.6364 .7008 .7152
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6014 1.6014 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.4553 0 40 0.5591 0 40 0.1398 1.6364 1.6014 .8940 .9190
14b14ao 75.9084 3.3944 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4777 2.4777 .0000 .0000
14b14au 0.1270 1.7965 300.0000 0.1185 0 42 1.6522 0 42 0.9331 2.9176 2.4777 3.725 2.925
FREE # 1 Undefnd Undefnd Undefn 2.6237 0 40
*==================================================*
| 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 0.0505 0.1356 0.0312
5047 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4946 95.1111 0.0000 0.0000 24.8889 0.0017 0.0169 0.0001
5114b 69.6111 0.0000 0.0000 50.3889 0.0126 0.1236 0.0036
4440 0.1667 13.2500 0.0000 106.5833 0.0618 0.3373 0.0667
4342 0.1667 119.8333 0.0000 0.0000 0.0318 0.0721 0.0465
4241 0.1667 0.0000 0.0000 119.8333 0.0372 0.0958 0.0799
3736 0.1667 14.1389 0.0000 105.6944 0.0367 0.2274 0.0325
3534 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3422 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3130 0.1667 0.0000 0.0000 119.8333 0.0135 0.2681 0.0039
3024 0.1667 9.1667 0.0000 110.6667 0.1364 0.1564 1.0479
3036 113.5278 0.0000 6.4722 0.0000 0.0296 0.2057 0.0007
2827 0.1667 0.0000 0.0000 119.8333 0.0287 0.1147 0.0487
2726 117.8889 2.1111 0.0000 0.0000 0.0216 0.4288 0.0006
2629 0.2500 119.7500 0.0000 0.0000 0.0300 0.1346 0.0047
2930 0.2500 0.0000 0.0000 119.7500 0.0389 0.2127 0.0577
2725 0.1667 119.8333 0.0000 0.0000 0.1088 0.1139 2.0555
2524 0.1667 8.9722 0.0000 110.8611 0.1133 0.1136 1.3993
2422 0.1667 119.8333 0.0000 0.0000 0.1679 0.2908 2.0907
L575 0.1667 0.0000 0.0000 119.8333 0.0419 0.3560 0.0328
2117 4.9583 0.0000 0.0000 115.0417 0.0263 0.2590 0.0088
1714B 114.8611 0.0000 5.1389 0.0000 0.0187 0.0766 0.0016
1716 0.1667 114.8750 0.0000 4.9583 0.2938 0.8010 2.2864
1615 0.1667 119.8333 0.0000 0.0000 0.2277 0.4522 2.7784
1614A 7.8750 84.3333 27.7917 0.0000 0.2281 0.4611 1.3013
4514B 93.8889 4.8333 0.0000 21.2778 0.0306 0.1338 0.0480
4515 0.1667 119.8333 0.0000 0.0000 0.0839 0.0728 2.2789
1502 0.1667 119.8333 0.0000 0.0000 0.2337 0.4789 1.9268
14A13 10.4167 109.5833 0.0000 0.0000 0.3022 1.9194 0.2577
1312 10.4583 109.5417 0.0000 0.0000 0.2464 2.0029 0.1822
1211 10.7917 109.2083 0.0000 0.0000 0.2193 2.8969 0.1317
1103 0.1667 119.8333 0.0000 0.0000 0.3380 2.2488 0.1950
0912 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0908 0.1667 119.8333 0.0000 0.0000 0.1001 0.0879 0.3083
0811 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0804 0.1667 119.8333 0.0000 0.0000 0.1318 0.1619 0.4666
0201 0.1667 119.8333 0.0000 0.0000 0.3472 1.9375 0.7464
50b50 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
49b40 118.6111 1.3889 0.0000 0.0000 0.0035 0.0171 0.0011
51b50 99.4444 20.5556 0.0000 0.0000 0.0129 0.0621 0.0100
L610 0.1667 119.8333 0.0000 0.0000 0.1259 0.1635 2.7448
5352o 77.5000 0.0000 0.0000 42.5000 0.0484 0.0922 0.0383
5352u 0.1667 119.8333 0.0000 0.0000 0.0451 0.0184 1.5960
5238o 106.5000 0.0000 0.0000 13.5000 0.0396 0.0748 0.0241
5238u 0.1667 119.8333 0.0000 0.0000 0.0663 0.0409 1.8074
3851o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3851u 0.1667 119.8333 0.0000 0.0000 0.0630 0.0413 1.5837
5148u 0.1667 119.8333 0.0000 0.0000 0.0671 0.0409 1.5418
5049u 6.5417 4.6667 0.0000 108.7917 0.0616 0.0285 0.1836
4948u 0.2500 119.7500 0.0000 0.0000 0.0630 0.0410 1.8555
4845o 109.3056 10.6944 0.0000 0.0000 0.0310 0.3078 0.0011
4845u 1.3333 118.6667 0.0000 0.0000 0.0901 0.0729 1.5140
4746o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746u 0.1667 119.8333 0.0000 0.0000 0.0811 0.0586 0.3090
4645o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4645u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 0.5189
4140o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4140u 0.1667 119.8333 0.0000 0.0000 0.0926 0.0774 0.4732
4038o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4038u 0.2500 119.7500 0.0000 0.0000 0.1259 0.1638 0.7038
3938o 111.2778 6.5833 0.0000 2.1389 0.0148 0.0717 0.0037
3938u 0.2500 119.7500 0.0000 0.0000 0.0420 0.0183 1.2791
3836o 111.4722 8.5278 0.0000 0.0000 0.0323 0.2128 0.0027
3836u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1636 1.7117
3635o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3635u 0.1667 119.8333 0.0000 0.0000 0.1235 0.1630 1.9448
3533u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1640 2.3590
2217o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2217u 0.1667 119.8333 0.0000 0.0000 0.2126 0.4523 2.3986
2019o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 119.8333 0.0000 0.0000 0.1215 0.0943 0.6045
1918o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 119.8333 0.0000 0.0000 0.1534 0.2015 1.4138
1817o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1817u 0.1667 119.8333 0.0000 0.0000 0.1825 0.2960 1.7243
1009o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 119.8333 0.0000 0.0000 0.0934 0.0553 0.3013
0706o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0706u 0.1667 119.8333 0.0000 0.0000 0.0864 0.0727 0.7588
0604o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0604u 0.1667 119.8333 0.0000 0.0000 0.1057 0.1135 1.7619
0504o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0504u 0.1667 119.8333 0.0000 0.0000 0.0779 0.0544 0.5255
0403o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 119.8333 0.0000 0.0000 0.2216 0.3278 1.0916
0302o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0302u 0.1667 119.8333 0.0000 0.0000 0.3107 0.8147 0.3039
14b14ao 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14b14au 47.2917 72.7083 0.0000 0.0000 0.0839 0.0728 1.6162
*===========================================*
| 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 0.0144 103.6333 0.0003 0.9980 0.3562 0.0309 0.0663 3.9024
5047 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0350
4946 0.0000 0.2836 0.0000 0.2722 0.2813 0.0002 0.0014 0.0350
5114b 0.0039 27.8441 0.0002 0.5251 0.5288 0.0026 0.0254 0.0350
4440 0.0196 140.9486 0.0007 0.9980 1.1722 0.0224 0.0568 1.5610
4342 0.0143 102.6141 0.0005 0.9980 0.8747 0.0193 0.0306 1.5610
4241 0.0278 199.9761 0.0009 0.9980 1.1216 0.0224 0.0401 1.5610
3736 0.0155 111.5529 0.0005 0.9980 0.8565 0.0162 0.0525 1.7344
3534 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
3422 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
3130 0.0233 168.0146 0.0008 0.9980 1.0083 0.0068 0.1354 3.0352
3024 0.0889 639.7220 0.0023 0.9980 1.5724 0.0828 0.0560 1.1274
3036 -0.0001 -0.5615 0.0000 0.0810 0.0000 0.0059 0.0153 0.0214
2827 0.0269 193.3775 0.0009 0.9980 1.0228 0.0174 0.0488 1.7344
2726 0.0001 0.8623 0.0001 0.0258 0.0026 0.0310 0.0249 0.0200
2629 0.0036 25.9631 0.0000 0.9980 0.0994 0.0200 0.0679 3.0352
2930 0.0484 348.5895 0.0010 0.9980 0.7666 0.0249 0.0983 1.7344
2725 0.0742 534.2615 0.0022 0.9980 1.2033 0.0799 0.0562 1.1274
2524 0.0741 533.6113 0.0020 0.9925 1.6431 0.0729 0.0437 0.0130
2422 0.1633 1175.6384 0.0049 0.9980 0.8474 0.1220 0.1461 1.1274
L575 0.0424 305.2733 0.0014 0.9980 0.4473 0.0262 0.1600 3.9024
2117 0.0233 167.5521 0.0019 0.9722 0.8844 0.0120 0.1184 0.0200
1714B -0.0001 -0.6282 0.0000 0.0627 0.0000 0.0017 0.0041 0.0223
1716 0.5428 3908.0328 0.0150 0.9980 0.9489 0.2022 0.3770 1.1274
1615 0.4497 3237.9835 0.0082 0.9929 0.6079 0.1820 0.3335 0.0130
1614A 0.0933 671.8460 0.0052 0.9485 0.1199 0.1430 0.2339 0.0130
4514B 0.0106 75.9757 0.0006 0.3244 0.3081 0.0068 0.0234 0.0221
4515 0.0954 686.8951 0.0017 0.9980 1.0587 0.0707 0.0575 1.1274
1502 0.5450 3924.0132 0.0087 0.9980 1.0274 0.1888 0.3059 1.1274
14A13 -0.1079 -776.7304 0.0055 0.9278 0.0011 0.1486 0.6204 0.1219
1312 0.1082 779.3372 0.0049 0.9271 0.0878 0.0867 0.5596 0.1215
1211 0.1100 792.0680 0.0048 0.9247 0.0619 0.0942 0.7624 0.1225
1103 0.1641 1181.2206 0.0058 0.9980 0.1113 0.1798 0.8967 10.8399
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0204 0.2059 0.0450
0908 0.0242 174.2403 0.0008 0.9980 0.7825 0.0644 0.0346 1.2141
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0804 0.0470 338.2310 0.0015 0.9980 0.6640 0.0881 0.0660 1.1274
0201 0.9393 6763.0702 0.0175 0.9980 0.5536 0.2222 1.0122 3.4688
50b50 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0100
49b40 0.0000 0.2577 0.0000 0.0173 0.0329 0.0002 0.0004 0.0100
51b50 0.0038 27.3435 0.0003 0.2546 0.4341 0.0027 0.0117 0.0100
L610 0.1237 890.7289 0.0035 0.9980 0.7116 0.0978 0.1048 1.0406
5352o 0.0102 73.7048 0.0005 0.4637 0.4669 0.0133 0.0249 0.0350
5352u 0.0202 145.2042 0.0004 0.9976 1.3710 0.0362 0.0136 1.1103
5238o 0.0030 21.5603 0.0002 0.1668 0.1573 0.0047 0.0087 0.0350
5238u 0.0335 240.9026 0.0009 0.9976 1.2804 0.0497 0.0243 1.0310
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0009 0.0017 0.0350
3851u 0.0318 228.6509 0.0008 0.9980 0.9263 0.0525 0.0301 1.1274
5148u 0.0387 278.9147 0.0007 0.9980 0.8035 0.0546 0.0332 1.2141
5049u 0.0076 54.8127 0.0003 0.9597 1.2123 0.0322 0.0089 0.0140
4948u 0.0188 135.2623 0.0006 0.9980 0.6257 0.0485 0.0256 1.2141
4845o 0.0004 2.8751 0.0000 0.1305 0.0092 0.0065 0.0639 0.0350
4845u 0.0572 411.9689 0.0011 0.9936 0.9182 0.0683 0.0489 0.0130
4746o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0286
4746u 0.0252 181.1714 0.0004 0.9980 1.0399 0.0447 0.0233 1.1274
4645o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0031 0.0102 0.0295
4645u 0.0253 181.9873 0.0006 0.9980 0.3649 0.0587 0.0417 1.2141
4140o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0216
4140u 0.0278 199.9555 0.0010 0.9980 1.1651 0.0574 0.0311 1.1274
4038o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0004 0.0007 0.0216
4038u 0.0516 371.5822 0.0014 0.9980 0.8774 0.0785 0.0649 1.1274
3938o 0.0007 4.8105 0.0001 0.1064 0.0630 0.0014 0.0068 0.0250
3938u 0.0097 69.7080 0.0002 0.9976 0.8716 0.0332 0.0115 0.9517
3836o 0.0003 2.1864 0.0000 0.1041 0.0054 0.0042 0.0252 0.0215
3836u 0.0839 604.4383 0.0036 0.9980 0.8521 0.0855 0.0816 1.1274
3635o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0350
3635u 0.1185 853.2552 0.0034 0.9980 1.3335 0.0860 0.0818 1.0406
3533u 0.1236 890.1273 0.0035 0.9980 1.6293 0.0817 0.0752 1.0406
2217o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0277
2217u 0.3441 2477.2359 0.0081 0.9980 0.8686 0.1635 0.2365 1.1274
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0201
2019u 0.0723 520.6369 0.0018 0.9980 1.8123 0.0741 0.0424 1.1274
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0261
1918u 0.1302 937.5406 0.0043 0.9980 1.2153 0.1074 0.0986 1.1274
1817o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0266
1817u 0.1660 1195.0878 0.0038 0.9980 0.7570 0.1331 0.1472 1.1274
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
1009u 0.0242 174.0161 0.0008 0.9980 1.3212 0.0523 0.0223 1.2141
0706o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
0706u 0.0219 157.4899 0.0008 0.9980 0.9105 0.0573 0.0275 1.1274
0604o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
0604u 0.0910 655.3140 0.0030 0.9980 1.5855 0.0785 0.0532 1.1274
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
0504u 0.0233 167.7834 0.0010 0.9980 0.8977 0.0568 0.0306 1.1274
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0403u 0.2075 1493.8894 0.0055 0.9980 1.2710 0.1354 0.1464 1.1274
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0219
0302u 0.3720 2678.7313 0.0037 0.9980 0.1656 0.2116 0.4784 0.6070
14b14ao 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0350
14b14au 0.0145 104.0945 0.0009 0.7098 0.1126 0.0532 0.0425 0.0140
FREE # 1 0.9395 6764.1051
*===============================================================*
| 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 0.0449 0.0000 0.5356 0.0723 0.0998 9.0158 8.4723 Max Flow
5047 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4946 0.0010 0.0000 1.0021 0.0004 0.0006 5.0028 4.0004 Max Flow
5114b 0.0362 0.0000 1.7948 0.0108 0.0122 4.8141 3.0108 Max Flow
4440 0.0722 0.0000 0.1962 0.0823 0.0613 8.0615 6.1261 Max Flow
4342 0.0510 0.0000 0.3865 0.0712 0.0550 9.2555 8.3758 Max Flow
4241 0.1012 0.0000 0.7002 0.0944 0.0753 8.3758 7.6753 Max Flow
3736 0.0566 0.0000 0.5567 0.0560 0.0486 7.0487 5.5890 Max Flow
3534 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3422 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3130 0.0785 0.0000 1.7965 0.0116 0.0132 7.5151 5.7116 Max Flow
3024 0.2868 0.5855 0.4740 0.3740 0.2566 4.6126 3.5731 Max Flow
3036 0.0000 0.0000 0.0000 0.0000 0.0000 5.6197 5.6197 Max Flow
2827 0.0960 0.0000 1.5971 0.0696 0.0578 8.3587 6.7578 Max Flow
2726 0.0111 0.0000 0.0005 0.0016 0.0015 6.7035 6.5427 Max Flow
2629 0.0091 0.0000 0.0339 0.0254 0.0487 6.5488 6.4711 Max Flow
2930 0.1555 0.0000 0.7799 0.0839 0.0788 6.4790 5.6988 Max Flow
2725 0.2575 0.8387 0.5956 0.3498 0.3750 6.6862 5.2297 Max Flow
2524 0.2489 0.5580 1.4365 0.3473 0.2772 5.2006 3.2222 Max Flow
2422 0.5227 0.1725 0.2795 0.4726 0.3427 3.5828 3.1307 Max Flow
L575 0.1414 0.0000 1.3184 0.0696 0.0847 4.7953 3.4696 Max Flow
2117 0.0878 0.0000 0.0590 0.0201 0.0267 3.0315 2.9701 Max Flow
1714B 0.0000 0.0000 0.0000 0.0000 0.0000 2.8968 2.8968 Max Flow
1716 1.6536 -0.1770 0.1106 0.7325 0.5401 2.5949 2.7202 Max Flow
1615 1.0495 0.3026 0.2381 0.6291 0.7500 2.7200 2.1771 Max Flow
1614A 0.6039 0.2204 0.0281 0.4807 0.4926 2.7200 2.4761 Max Flow
4514B 0.1012 0.0000 0.6494 0.0708 0.0601 3.5611 2.9101 Max Flow
4515 0.1699 0.6075 0.9631 0.2939 0.2175 3.5261 1.9521 Max Flow
1502 1.2137 -0.1048 0.7379 0.6641 0.8250 2.1732 1.5958 Max Flow
14A13 0.0022 0.0000 0.0003 0.0110 0.0469 1.9612 1.9610 Max Flow
1312 0.7073 0.0000 0.1794 0.3188 0.5121 2.3725 2.1932 Max Flow
1211 0.6792 0.0000 0.2551 0.3089 0.5192 2.2006 1.9077 Max Flow
1103 0.7859 0.0000 0.2885 0.2404 0.5844 1.9214 1.6285 Max Flow
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0908 0.0828 0.1580 0.1926 0.2105 0.1894 2.7144 2.4395 Max Flow
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0804 0.1588 0.0894 0.1373 0.2796 0.2826 2.4308 2.2105 Max Flow
0201 2.6237 0.0000 0.1202 0.4630 0.5510 1.6014 1.4810 Max Flow
50b50 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
49b40 0.0056 0.0000 0.1995 0.0030 0.0013 5.2047 5.0023 Max Flow
51b50 0.0481 0.0000 0.1989 0.0211 0.0112 5.0135 4.8123 Max Flow
L610 0.3428 0.6345 0.6070 0.4005 0.3378 3.7928 2.5495 Max Flow
5352o 0.0694 0.0000 1.2995 0.0530 0.0507 8.4510 7.1507 Max Flow
5352u 0.0365 0.0809 2.0952 1.0139 0.1500 8.4139 6.2379 Max Flow
5238o 0.0439 0.0000 1.0948 0.0388 0.0408 7.1434 6.0388 Max Flow
5238u 0.0832 0.1966 1.3633 0.2225 0.2250 7.0903 5.5137 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0577 0.1531 0.8646 0.1970 0.1624 6.0267 5.0102 Max Flow
5148u 0.0657 0.1910 0.4994 0.2055 0.2250 5.0005 4.3061 Max Flow
5049u 0.0323 0.1891 0.4593 0.1505 0.1209 5.8075 5.1887 Max Flow
4948u 0.0684 0.0850 0.5126 0.2078 0.2250 5.2046 4.6057 Max Flow
4845o 0.0097 0.0000 0.0075 0.0035 0.0064 4.6070 3.5611 Max Flow
4845u 0.1054 0.3631 0.6909 0.2507 0.2038 4.6020 3.5483 Max Flow
4746o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746u 0.0429 0.1289 0.0645 0.1597 0.1098 3.7935 3.6505 Max Flow
4645o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4645u 0.0434 0.0153 0.0753 0.1607 0.1306 3.6507 3.5593 Max Flow
4140o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4140u 0.1007 0.5507 0.2231 0.2331 0.1470 6.7738 6.1481 Max Flow
4038o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4038u 0.1458 0.0388 0.1690 0.2676 0.2368 6.1341 5.9208 Max Flow
3938o 0.0182 0.0000 1.0072 0.0096 0.0095 7.0134 6.0095 Max Flow
3938u 0.0246 0.3152 0.8383 0.1383 0.1161 6.9465 5.7897 Max Flow
3836o 0.0080 0.0000 0.0024 0.0238 0.0256 6.0267 5.6312 Max Flow
3836u 0.2566 0.0977 0.3185 0.3558 0.2995 6.0020 5.5867 Max Flow
3635o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3635u 0.3356 0.8208 0.1166 0.3979 0.2253 5.5884 4.6485 Max Flow
3533u 0.3422 0.4033 0.4607 0.4003 0.2453 4.6515 3.7893 Max Flow
2217o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2217u 1.0234 0.2660 0.2850 0.6220 0.7500 3.1092 2.5618 Max Flow
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2019u 0.2193 1.1034 0.4557 0.3298 0.1820 6.2414 4.7783 Max Flow
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1918u 0.4382 0.7945 1.2528 0.4340 0.2873 4.7664 2.8729 Max Flow
1817o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1817u 0.5313 0.1489 0.1636 0.4764 0.5235 2.8998 2.5917 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.0880 0.5352 0.5853 0.2172 0.1565 3.7733 2.7054 Max Flow
0706o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0706u 0.0743 0.1886 0.1742 0.2125 0.1667 4.6468 4.2815 Max Flow
0604o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0604u 0.2946 0.4820 1.5923 0.3618 0.2907 4.3027 2.2254 Max Flow
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0504u 0.0825 0.6385 0.7353 0.2238 0.1563 3.4683 2.2244 Max Flow
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0403u 0.6867 0.4905 0.1109 0.5135 0.3091 2.2255 1.6156 Max Flow
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0302u 0.4552 0.0350 0.0008 0.2109 0.1284 1.6363 1.6012 Max Flow
14b14ao 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
14b14au 0.1185 0.3034 0.1692 0.2627 0.2297 2.9098 2.4349 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 30.6667 89.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4946 5.8333 19.0000 95.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 26.1667 24.3333 69.5000 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 0.6667 0.5000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 26.3333 93.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 6.3333 113.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2629 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 3.5000 22.0000 94.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 114.8333 0.0000 1.0000 0.0000 3.0000 0.0000 None
2524 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 99.0000 2.8333 0.0000 0.0000 17.0000 0.0000 None
L575 23.3333 96.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 57.3333 57.8333 4.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 5.1667 114.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 42.3333 23.5000 0.0000 0.0000 53.0000 0.0000 None
1615 0.6667 27.6667 2.0000 8.3333 26.1667 0.0000 55.1667 0.0000 None
1614A 0.0000 64.6667 0.0000 45.3333 6.3333 3.5000 0.1667 0.0000 None
4514B 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 113.8333 6.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 109.6667 10.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 5.0000 104.5000 10.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 109.1667 10.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.5000 119.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0811 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 15.0000 79.6667 0.0000 3.6667 0.0000 21.6667 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 99.6667 1.0000 0.0000 3.1667 15.0000 0.0000 None
5352o 7.6667 16.0000 96.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.1667 1.0000 116.0000 0.0000 1.8333 0.0000 1.0000 0.0000 None
5238o 3.5000 10.0000 106.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.1667 1.0000 115.1667 0.0000 3.6667 0.0000 0.0000 0.0000 None
3851o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851u 0.0000 1.1667 98.1667 0.0000 0.0000 0.0000 20.6667 0.0000 None
5148u 16.6667 1.3333 34.8333 0.0000 43.0000 0.0000 24.1667 0.0000 None
5049u 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4948u 1.1667 0.0000 85.0000 1.0000 4.3333 22.5000 6.0000 0.0000 None
4845o 0.0000 10.6667 109.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.5000 0.6667 109.6667 0.0000 0.0000 0.0000 9.1667 0.0000 None
4645o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 75.1667 12.3333 0.0000 29.6667 1.6667 0.0000 None
4140o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4140u 0.1667 1.0000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038u 0.0000 1.1667 102.0000 13.3333 0.0000 0.0000 3.5000 0.0000 None
3938o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3938u 0.5000 0.6667 110.3333 0.0000 0.0000 0.0000 8.5000 0.0000 None
3836o 0.0000 8.5000 111.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 92.0000 0.1667 0.0000 15.1667 11.5000 0.0000 None
3635o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635u 0.0000 1.0000 101.3333 2.3333 0.0000 0.0000 15.3333 0.0000 None
3533u 0.5000 0.3333 112.5000 0.0000 0.0000 0.0000 6.6667 0.0000 None
2217o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 103.3333 12.3333 0.1667 0.0000 3.3333 0.0000 0.8333 0.0000 None
2019o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019u 0.0000 1.0000 119.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.3333 30.5000 1.1667 6.3333 0.0000 80.6667 0.0000 None
1009o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 115.5000 1.3333 0.0000 0.1667 1.8333 0.0000 None
0604o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 4.0000 114.3333 0.0000 0.0000 0.5000 0.0000 None
14b14ao 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
14b14au 0.0000 0.0000 47.6667 30.5000 0.0000 40.5000 1.3333 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
5453 0.0000 0.0000 0.0000 0.0000
5047 0.0000 0.0000 0.0000 0.0000
4946 0.0000 0.0000 19.1389 0.0000
5114b 0.0000 0.0000 74.4722 0.0000
4440 13.5556 13.5833 105.7222 0.0000
4342 118.2500 118.2500 0.0000 0.0000
4241 0.2500 0.2500 114.3333 0.0000
3736 14.2778 14.3056 9.3833 0.0000
3534 0.0000 0.0000 0.0000 0.0000
3422 0.0000 0.0000 0.0000 0.0000
3130 0.0000 0.0000 69.3333 0.0000
3024 0.0000 3.8333 114.3611 0.0000
3036 0.0000 0.0000 0.0000 0.0000
2827 0.3056 0.3056 88.5000 0.0000
2726 84.9444 84.9444 0.0000 0.0000
2629 93.3333 93.3333 0.0000 0.0000
2930 0.2222 0.2222 0.0000 0.0000
2725 0.0000 0.0000 103.6944 0.0000
2524 0.6389 2.4167 112.2778 0.0000
2422 88.4083 103.5000 3.2500 0.0000
L575 0.0000 0.0000 2.5000 0.0000
2117 0.0000 0.0000 27.4583 0.0000
1714B 0.0000 0.0000 0.0000 0.0000
1716 98.4583 109.5556 23.2500 0.0000
1615 3.3333 44.0833 0.0000 0.0000
1614A 0.0417 27.3750 0.0000 0.0000
4514B 4.7500 4.7500 76.8611 0.0000
4515 39.4583 40.3333 18.0417 0.0000
1502 2.0000 2.3750 84.5833 0.0000
14A13 47.8750 54.0000 0.0000 0.0000
1312 83.1273 89.8194 0.0417 0.0000
1211 97.2361 97.4444 0.0000 0.0000
1103 79.5417 85.0833 0.0000 0.0000
0912 0.0000 0.0000 0.0000 0.0000
0908 111.6667 117.3333 0.0833 0.0000
0811 0.0000 0.0000 0.0000 0.0000
0804 83.3333 114.7222 0.0000 0.0000
0201 4.9653 4.9653 0.0000 0.0000
50b50 0.0000 0.0000 0.0000 0.0000
49b40 84.5556 84.5556 1.2500 0.0000
51b50 90.0556 90.0556 17.8333 0.0000
L610 70.7917 83.3750 1.5000 0.0000
5352o 0.0000 0.3611 21.4444 0.0000
5352u 6.1250 11.0000 33.4583 0.0000
5238o 0.0000 0.0000 74.1944 0.0000
5238u 77.4722 88.0417 90.5000 0.0000
3851o 0.0000 0.0000 0.0000 0.0000
3851u 30.2083 30.2083 27.7917 0.0000
5148u 0.0000 0.0000 21.4583 0.0000
5049u 2.8889 4.2222 111.2917 0.0000
4948u 75.6250 77.0417 9.9167 0.0000
4845o 94.8889 94.8889 0.0000 0.0000
4845u 6.0000 54.7083 71.8333 0.0000
4746o 0.0000 0.0000 0.0000 0.0000
4746u 40.2778 80.2778 76.7917 0.0000
4645o 0.0000 0.0000 0.0000 0.0000
4645u 74.6667 74.6667 0.0833 0.0000
4140o 0.0000 0.0000 0.0000 0.0000
4140u 108.7222 117.6667 102.1389 0.0000
4038o 0.0000 0.0000 0.0000 0.0000
4038u 46.0833 87.0417 68.4861 0.0000
3938o 83.9444 83.9444 2.3889 0.0000
3938u 80.0278 83.9028 52.4861 0.0000
3836o 85.1389 85.1389 0.0000 0.0000
3836u 79.5139 92.0556 38.5833 0.0000
3635o 0.0000 0.0000 0.0000 0.0000
3635u 1.1250 2.1250 94.7056 0.0000
3533u 79.3889 90.0139 92.5556 0.0000
2217o 0.0000 0.0000 0.0000 0.0000
2217u 0.0000 0.0000 5.4278 0.0000
2019o 0.0000 0.0000 0.0000 0.0000
2019u 39.3750 113.2222 118.1667 0.0000
1918o 0.0000 0.0000 0.0000 0.0000
1918u 111.3750 111.5000 113.4444 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 0.0000 74.0139 2.5833 0.0000
1009o 0.0000 0.0000 0.0000 0.0000
1009u 71.5833 112.4167 117.3333 0.0000
0706o 0.0000 0.0000 0.0000 0.0000
0706u 76.4167 112.9722 16.5833 0.0000
0604o 0.0000 0.0000 0.0000 0.0000
0604u 105.0000 109.5833 110.8333 0.0000
0504o 0.0000 0.0000 0.0000 0.0000
0504u 111.1389 111.3056 11.0833 0.0000
0403o 0.0000 0.0000 0.0000 0.0000
0403u 26.5833 107.7500 91.4722 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 3.7917 118.2500 0.1667 0.0000
14b14ao 0.0000 0.0000 0.0000 0.0000
14b14au 0.0000 59.4583 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 0.1126 0.3333 0.0000 0.0001 0.0448 0.0000 0.0010 0.1345 0.0000 0.0432 6.0534 0.0000 0.0980
5047 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4946 0.0179 0.0613 0.0179 0.0000 0.0010 0.0000 0.0000 0.0169 0.0000 0.0000 0.7602 0.0000 0.0017
5114b 0.0856 0.2928 0.0856 0.0000 0.0362 0.0000 0.0000 0.1235 0.0000 0.0013 6.1749 0.0013 0.0126
4440 0.0099 0.2144 0.0124 0.0000 0.0722 0.0000 0.0003 0.3368 0.0001 0.0151 15.1544 0.0035 0.1444
4342 0.0000 0.7115 0.0000 0.0000 0.0510 0.0000 0.0000 0.0717 0.0000 0.0000 1.7213 0.0000 0.0657
4241 0.0000 1.0665 0.0000 0.0000 0.1012 0.0000 0.0000 0.0949 0.0000 0.0000 2.2783 0.0000 0.0756
3736 0.0000 0.2503 0.0000 0.0000 0.0566 0.0000 0.0000 0.2263 0.0000 0.0000 11.3128 0.0000 0.0825
3534 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3422 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3130 0.0623 0.2930 0.0623 0.0000 0.0785 0.0000 0.0000 0.2680 0.0000 0.0010 14.7409 0.0010 0.0135
3036 0.0000 0.0108 0.0000 0.0000 0.0022 0.0000 0.0000 0.2046 0.0000 0.0000 3.6825 0.0000 0.0775
2827 0.0000 0.8515 0.0000 0.0000 0.0960 0.0000 0.0000 0.1127 0.0000 0.0000 5.6351 0.0000 0.0583
2726 0.0064 0.0259 0.0064 0.0000 0.0111 0.0000 0.0001 0.4286 0.0001 0.0006 4.2864 0.0006 0.0216
2629 0.0000 0.0681 0.0000 0.0000 0.0091 0.0000 0.0000 0.1340 0.0000 0.0000 6.0285 0.0000 0.0627
2930 0.0000 0.7330 0.0000 0.0000 0.1555 0.0000 0.0000 0.2121 0.0000 0.0000 10.1812 0.0000 0.0789
L575 0.0000 0.3976 0.0000 0.0000 0.1414 0.0000 0.0000 0.3556 0.0000 0.0000 21.3351 0.0000 0.0848
2117 0.0641 0.3393 0.0641 0.0000 0.0878 0.0000 0.0001 0.2589 0.0001 0.0006 2.5891 0.0006 0.0264
1714B 0.0000 0.0401 0.0000 0.0000 0.0029 0.0000 0.0000 0.0736 0.0000 0.0000 2.0616 0.0000 0.0465
4514B 0.0000 0.7717 0.0000 0.0000 0.1012 0.0000 0.0000 0.1311 0.0000 0.0000 3.1464 0.0000 0.0621
14A13 0.0000 0.3709 0.0000 0.0000 0.7118 0.0000 0.0000 1.9190 0.0000 0.0000 19.1896 0.0000 0.7490
1312 0.0000 0.3536 0.0000 0.0000 0.7073 0.0000 0.0000 2.0002 0.0000 0.0000 28.0035 0.0000 0.5141
1211 0.0000 0.2346 0.0000 0.0000 0.6792 0.0000 0.0000 2.8945 0.0000 0.0000 107.0957 0.0000 0.5476
1103 0.0000 0.3496 0.0000 0.0000 0.7860 0.0000 0.0000 2.2485 0.0000 0.0000 78.6962 0.0000 0.5609
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0201 0.0000 1.3555 0.0000 0.0000 2.6237 0.0000 0.0000 1.9356 0.0000 0.0000 19.3559 0.0000 0.5512
50b50 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 The text continues on section 5.