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m5y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:00.
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\mitigate.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)........ 92
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 92
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)........ 1
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 13
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)............ 92
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
MITIGATED CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 9.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 12
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 62.5000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
2 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
3 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
4 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
5 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
6 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
7 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
8 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
9 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
10 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
11 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
12 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
13 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
14 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
15 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
16 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
17 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
18 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
20 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
21 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
22 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
23 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
24 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
25 N52#1 N52 10.000 .28000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
26 N52#2 N52 10.000 .56000E-01 25.00 4.000 0.020 0.045 0.000 0.000 0.00
27 N44#1 N44 50.000 .12200 100.00 1.000 0.020 0.045 0.000 0.000 0.00
28 N44#2 N44 50.000 .15600 11.00 1.000 0.020 0.045 0.000 0.000 0.00
29 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
30 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
31 N42#1 N42 50.000 .10000 100.00 1.000 0.020 0.045 0.000 0.000 0.00
32 N42#2 N42 50.000 .90000E-01 10.00 1.000 0.020 0.045 0.000 0.000 0.00
33 N40#1 N40 15.000 .45000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
34 N40#2 N40 8.0000 .29000E-01 15.00 2.000 0.020 0.045 0.000 0.000 0.00
35 N39#1 N39 12.000 .58000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
36 N39#2 N39 13.000 .86000E-01 26.00 4.000 0.020 0.045 0.000 0.000 0.00
37 N38#1 N38 8.0000 .98000E-01100.00 0.900 0.020 0.045 0.000 0.000 0.00
38 N38#2 N38 27.000 .15500 26.00 0.900 0.020 0.045 0.000 0.000 0.00
39 N51B#1 N51B 23.000 .51000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
40 N51B#2 N51B 23.000 .10100 25.00 3.000 0.020 0.045 0.000 0.000 0.00
41 N50B#1 N50B 25.000 .10400 100.00 3.000 0.020 0.045 0.000 0.000 0.00
42 N50B#2 N50B 25.000 .84000E-01 20.00 3.000 0.020 0.045 0.000 0.000 0.00
43 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
44 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
45 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
46 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
47 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
50 N8#2 N8 14.000 .10000 0.00 2.500 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 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
60 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
62 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
63 N49B#1 N49B 23.000 .53000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
64 N49B#2 N49B 23.000 .10500 25.00 4.000 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 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
70 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
71 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
72 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
73 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
74 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
75 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
76 N36#2 N36 27.000 .17000 27.00 3.000 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 N37#1 0.0010 2.0000 2.0000
2 N37#2 0.0010 2.0000 2.0000
3 N31#1 0.0010 2.0000 2.0000
4 N31#2 0.0010 2.0000 2.0000
5 N28#1 0.0010 2.0000 2.0000
6 N28#2 0.0010 2.0000 2.0000
7 N27#1 0.0010 2.0000 2.0000
8 N27#2 0.0010 2.0000 2.0000
9 N35#1 0.0010 2.0000 2.0000
10 N35#2 0.0010 2.0000 2.0000
11 N21#1 0.0010 2.0000 2.0000
12 N21#2 0.0010 2.0000 2.0000
13 N20#1 0.0010 2.0000 2.0000
14 N20#2 0.0010 2.0000 2.0000
15 N19#1 0.0010 2.0000 2.0000
16 N19#2 0.0010 2.0000 2.0000
17 N18#1 0.0010 2.0000 2.0000
18 N18#2 0.0010 2.0000 2.0000
19 N17#1 0.0010 2.0000 2.0000
20 N17#2 0.0010 2.0000 2.0000
21 N54#1 0.0010 2.0000 2.0000
22 N54#2 0.0010 2.0000 2.0000
23 N53#1 0.0010 2.0000 2.0000
24 N53#2 0.0010 2.0000 2.0000
25 N52#1 0.0010 2.0000 2.0000
26 N52#2 0.0010 2.0000 2.0000
27 N44#1 0.0010 2.0000 2.0000
28 N44#2 0.0010 2.0000 2.0000
29 N43#1 0.0010 2.0000 2.0000
30 N43#2 0.0010 2.0000 2.0000
31 N42#1 0.0010 2.0000 2.0000
32 N42#2 0.0010 2.0000 2.0000
33 N40#1 0.0010 2.0000 2.0000
34 N40#2 0.0010 2.0000 2.0000
35 N39#1 0.0010 2.0000 2.0000
36 N39#2 0.0010 2.0000 2.0000
37 N38#1 0.0010 2.0000 2.0000
38 N38#2 0.0010 2.0000 2.0000
39 N51B#1 0.0010 2.0000 2.0000
40 N51B#2 0.0010 2.0000 2.0000
41 N50B#1 0.0010 2.0000 2.0000
42 N50B#2 0.0010 2.0000 2.0000
43 N47#1 0.0010 2.0000 2.0000
44 N47#2 0.0010 2.0000 2.0000
45 N45#1 0.0010 2.0000 2.0000
46 N45#2 0.0010 2.0000 2.0000
47 N10#1 0.0010 2.0000 2.0000
48 N10#2 0.0010 2.0000 2.0000
49 N8#1 0.0010 2.0000 2.0000
50 N8#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 N11#1 0.0010 2.0000 2.0000
60 N11#2 0.0010 2.0000 2.0000
61 N2#1 0.0010 2.0000 2.0000
62 N2#2 0.0010 2.0000 2.0000
63 N49B#1 0.0010 2.0000 2.0000
64 N49B#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 N26#1 0.0010 2.0000 2.0000
70 N26#2 0.0010 2.0000 2.0000
71 N29#1 0.0010 2.0000 2.0000
72 N29#2 0.0010 2.0000 2.0000
73 N30#1 0.0010 2.0000 2.0000
74 N30#2 0.0010 2.0000 2.0000
75 N36#1 0.0010 2.0000 2.0000
76 N36#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 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N40#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N40#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N39#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N39#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N51B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N51B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N50B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N50B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N8#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 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N49B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N49B#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 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
71 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
72 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
73 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
74 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
75 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
76 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 76
Total Tributary Area (hectares). 13.49
Impervious Area (hectares)...... 6.53
Pervious Area (hectares)........ 6.96
Total Width (hectares).......... 2033.70
Percent Imperviousness.......... 48.39
###################################################
# 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
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
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#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
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
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
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
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N49B No Tributary Channel/Pipes
Tributary Subareas........ N49B#1 N49B#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#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
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
***********************************************************
* Hydrographs will be stored for the following 38 INLETS *
***********************************************************
N37 N31 N28 N27 N35 N21
N20 N19 N18 N17 N54 N53
N52 N44 N43 N42 N40 N39
N38 N51B N50B N47 N45 N10
N8 N7 N6 N5 N4 N11
N2 N49B N23 N22 N26 N29
N30 N36
************************************************
* 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
------------- ------- -------- ------------- ------- --------
N37#1 1896 540 N37#2 3796 1080 N31#1 1896 540
N31#2 3796 1080 N28#1 1896 540 N28#2 3800 1080
N27#1 1884 540 N27#2 3744 1080 N35#1 1912 540
N35#2 1912 540 N21#1 1880 540 N21#2 3788 1080
N20#1 1832 540 N20#2 1688 540 N19#1 1900 540
N19#2 3704 1080 N18#1 1876 540 N18#2 3728 1080
N17#1 1904 540 N17#2 3800 1080 N54#1 1916 540
N54#2 1868 540 N53#1 1680 540 N53#2 1876 540
N52#1 1912 540 N52#2 3804 1080 N44#1 1904 540
N44#2 3876 1080 N43#1 1880 540 N43#2 1876 540
N42#1 1908 540 N42#2 4064 1080 N40#1 1904 540
N40#2 3852 1080 N39#1 1904 540 N39#2 3800 1080
N38#1 1836 540 N38#2 3756 1080 N51B#1 1916 540
N51B#2 3812 1080 N50B#1 1904 540 N50B#2 3860 1080
N47#1 1920 540 N47#2 3740 1080 N45#1 1920 540
N45#2 3756 1080 N10#1 1892 540 N10#2 1852 540
N8#1 1888 540 N8#2 1844 540 N7#1 1888 540
N7#2 1844 540 N6#1 1868 540 N6#2 1776 540
N5#1 1892 540 N5#2 1848 540 N4#1 1888 540
N4#2 1844 540 N11#1 1780 540 N11#2 3736 1080
N2#1 1880 540 N2#2 3748 1080 N49B#1 1916 540
N49B#2 3816 1080 N23#1 1888 540 N23#2 3812 1080
N22#1 1884 540 N22#2 1876 540 N26#1 1880 540
N26#2 1820 540 N29#1 1900 540 N29#2 3752 1080
N30#1 1904 540 N30#2 3808 1080 N36#1 1896 540
N36#2 3796 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 62.5000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 8.428750E+03 62.500
Total Infiltration 1.369598E+02 1.016
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 8.293204E+03 61.495
Total Water remaining in Surface Storage 3.499326E+00 0.026
Infiltration over the Pervious Area... 1.369598E+02 1.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 8.433663E+03 62.536
Total Precipitation + Initial Storage. 8.428750E+03 62.500
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0583
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 8.293204E+03 61.495
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 8.290231E+03 61.473
Initial Storage + Inflow.................... 8.293204E+03 61.495
Final Storage + Outflow + Diverted GW....... 8.290231E+03 61.473
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0359
##################################################
# Table R9. Summary Statistics for Subcatchments #
##################################################
Note: Total Runoff Depth includes pervious & impervious area
Pervious and Impervious Runoff Depth is only the runoff from those two areas.
Subcatchment........... N37#1 N37#2 N31#1 N31#2 N28#1 N28#2
Area (hectares)........ 0.09000 0.13000 0.13200 0.19700 0.15200 0.22700
Percent Impervious..... 100.00000 30.00000 100.00000 30.00000 100.00000 25.00000
Total Rainfall (mm).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.55244 0.00000 60.55413 0.00000 60.55192
Total Losses (mm)...... 0.00000 1.93379 0.00000 1.93302 0.00000 1.93402
Remaining Depth (mm)... 0.00000 0.01377 0.00000 0.01286 0.00000 0.01406
Peak Runoff Rate (cms). 0.00000 0.04062 0.00000 0.06181 0.00000 0.07590
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.53674 62.57283 62.53671 62.57434 62.53699 62.58050
Peak Runoff Rate (cms). 0.04216 0.01882 0.06184 0.02852 0.07124 0.02741
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.53674 62.57283 62.53671 62.57434 62.53699 62.58050
Peak Runoff Rate (cms). 0.04216 0.01882 0.06184 0.02852 0.07124 0.02741
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 62.53674 61.15856 62.53671 61.16019 62.53699 61.05906
Peak Runoff Rate (cms). 0.04216 0.05944 0.06184 0.09034 0.07124 0.10331
Unit Runoff (mm/hr).... 170.06702 165.98221 170.06021 166.46482 170.14188 165.21409
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........... N27#1 N27#2 N35#1 N35#2 N21#1 N21#2
Area (hectares)........ 0.20900 0.46501 0.05000 0.02100 0.00100 0.33001
Percent Impervious..... 100.00000 35.00000 100.00000 0.00000 100.00000 55.00000
Total Rainfall (mm).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.52047 0.00000 60.60052 0.00000 60.55986
Total Losses (mm)...... 0.00000 1.94300 0.00000 1.89804 0.00000 1.93009
Remaining Depth (mm)... 0.00000 0.03653 0.00000 0.00144 0.00000 0.01004
Peak Runoff Rate (cms). 0.00000 0.12439 0.00000 0.01001 0.00000 0.06747
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.52431 62.54498 62.56665 0.00000 62.51975 62.54668
Peak Runoff Rate (cms). 0.09544 0.07720 0.02409 0.00000 0.00045 0.08628
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.52431 62.54498 62.56665 0.00000 62.51975 62.54668
Peak Runoff Rate (cms). 0.09544 0.07720 0.02409 0.00068 0.00045 0.08628
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 62.52431 61.22904 62.56665 60.60052 62.51975 61.65261
Peak Runoff Rate (cms). 0.09544 0.20160 0.02409 0.01001 0.00045 0.15374
Unit Runoff (mm/hr).... 165.76895 157.37655 174.89876 172.95987 163.99449 169.11899
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........... N20#1 N20#2 N19#1 N19#2 N18#1 N18#2
Area (hectares)........ 0.72902 0.31301 0.12400 0.70702 0.09000 0.43001
Percent Impervious..... 100.00000 0.00000 100.00000 35.00000 100.00000 10.00000
Total Rainfall (mm).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.39461 0.00000 60.49918 0.00000 60.50023
Total Losses (mm)...... 0.00000 1.95244 0.00000 1.94605 0.00000 1.94593
Remaining Depth (mm)... 0.00000 0.15295 0.00000 0.05477 0.00000 0.05384
Peak Runoff Rate (cms). 0.00000 0.09965 0.00000 0.17968 0.00000 0.15168
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.47629 0.00000 62.54527 62.53659 62.51521 62.58638
Peak Runoff Rate (cms). 0.29605 0.00000 0.05884 0.11590 0.04021 0.02078
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.47629 0.00000 62.54527 62.53659 62.51521 62.58638
Peak Runoff Rate (cms). 0.29605 0.00838 0.05884 0.11590 0.04021 0.02078
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 62.47629 60.39461 62.54527 61.21227 62.51521 60.70884
Peak Runoff Rate (cms). 0.29605 0.09965 0.05884 0.29558 0.04021 0.17246
Unit Runoff (mm/hr).... 147.41499 115.57069 172.26127 151.76343 162.18300 145.59025
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........... N17#1 N17#2 N54#1 N54#2 N53#1 N53#2
Area (hectares)........ 0.02700 0.11000 0.00100 0.21200 0.00100 0.23301
Percent Impervious..... 100.00000 10.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.53388 0.00000 60.53908 0.00000 60.54769
Total Losses (mm)...... 0.00000 1.94012 0.00000 1.93869 0.00000 1.93576
Remaining Depth (mm)... 0.00000 0.02599 0.00000 0.02223 0.00000 0.01654
Peak Runoff Rate (cms). 0.00000 0.04215 0.00000 0.09148 0.00000 0.10279
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.54802 62.59985 62.57543 0.00000 62.34389 0.00000
Peak Runoff Rate (cms). 0.01285 0.00532 0.00048 0.00000 0.00032 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.54802 62.59985 62.57543 0.00000 62.34389 0.00000
Peak Runoff Rate (cms). 0.01285 0.00532 0.00048 0.00001 0.00032 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 62.54802 60.74048 62.57543 60.53908 62.34389 60.54769
Peak Runoff Rate (cms). 0.01285 0.04747 0.00048 0.09148 0.00032 0.10279
Unit Runoff (mm/hr).... 172.81502 156.64776 175.23176 156.64153 114.58843 160.13776
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........... N52#1 N52#2 N44#1 N44#2 N43#1 N43#2
Area (hectares)........ 0.02800 0.05600 0.12200 0.15600 0.00100 0.20800
Percent Impervious..... 100.00000 25.00000 100.00000 11.00000 100.00000 0.00000
Total Rainfall (mm).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.55892 0.00000 60.54889 0.00000 60.54866
Total Losses (mm)...... 0.00000 1.93061 0.00000 1.93529 0.00000 1.93538
Remaining Depth (mm)... 0.00000 0.01047 0.00000 0.01582 0.00000 0.01596
Peak Runoff Rate (cms). 0.00000 0.01904 0.00000 0.06143 0.00000 0.09198
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.56457 62.58678 62.54735 62.60282 62.51975 0.00000
Peak Runoff Rate (cms). 0.01348 0.00676 0.05804 0.00829 0.00045 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.56457 62.58678 62.54735 62.60282 62.51975 0.00000
Peak Runoff Rate (cms). 0.01348 0.00676 0.05804 0.00829 0.00045 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 62.56457 61.06589 62.54735 60.77482 62.51975 60.54866
Peak Runoff Rate (cms). 0.01348 0.02581 0.05804 0.06973 0.00045 0.09198
Unit Runoff (mm/hr).... 174.77735 167.27688 172.68700 162.25208 163.99449 160.53041
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........... N42#1 N42#2 N40#1 N40#2 N39#1 N39#2
Area (hectares)........ 0.10000 0.09000 0.04500 0.02900 0.05800 0.08600
Percent Impervious..... 100.00000 10.00000 100.00000 15.00000 100.00000 26.00000
Total Rainfall (mm).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.56724 0.00000 60.55768 0.00000 60.55361
Total Losses (mm)...... 0.00000 1.92563 0.00000 1.93126 0.00000 1.93326
Remaining Depth (mm)... 0.00000 0.00713 0.00000 0.01106 0.00000 0.01313
Peak Runoff Rate (cms). 0.00000 0.03737 0.00000 0.01114 0.00000 0.02849
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.55341 62.60190 62.55161 62.60133 62.54764 62.58030
Peak Runoff Rate (cms). 0.04785 0.00435 0.02150 0.00210 0.02760 0.01080
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.55341 62.60190 62.55161 62.60133 62.54764 62.58030
Peak Runoff Rate (cms). 0.04785 0.00435 0.02150 0.00210 0.02760 0.01080
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 62.55341 60.77071 62.55161 60.86423 62.54764 61.08055
Peak Runoff Rate (cms). 0.04785 0.04172 0.02150 0.01325 0.02760 0.03929
Unit Runoff (mm/hr).... 173.68840 168.26738 173.42522 165.80159 172.74300 165.84646
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........... N38#1 N38#2 N51B#1 N51B#2 N50B#1 N50B#2
Area (hectares)........ 0.09800 0.15500 0.05100 0.10100 0.10400 0.08400
Percent Impervious..... 100.00000 26.00000 100.00000 25.00000 100.00000 20.00000
Total Rainfall (mm).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.52610 0.00000 60.56218 0.00000 60.56856
Total Losses (mm)...... 0.00000 1.94192 0.00000 1.92877 0.00000 1.92474
Remaining Depth (mm)... 0.00000 0.03199 0.00000 0.00904 0.00000 0.00669
Peak Runoff Rate (cms). 0.00000 0.04788 0.00000 0.03459 0.00000 0.03108
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.47693 62.56087 62.56744 62.58978 62.54783 62.60118
Peak Runoff Rate (cms). 0.03986 0.01937 0.02458 0.01220 0.04950 0.00812
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.47693 62.56087 62.56744 62.58978 62.54783 62.60118
Peak Runoff Rate (cms). 0.03986 0.01937 0.02458 0.01220 0.04950 0.00812
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 62.47693 61.05514 62.56744 61.06908 62.54783 60.97509
Peak Runoff Rate (cms). 0.03986 0.06725 0.02458 0.04679 0.04950 0.03920
Unit Runoff (mm/hr).... 147.63641 157.49761 174.94004 168.17693 172.77858 169.39481
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........... N47#1 N47#2 N45#1 N45#2 N10#1 N10#2
Area (hectares)........ 0.03600 0.33001 0.03300 0.30401 0.23001 0.11000
Percent Impervious..... 100.00000 18.00000 100.00000 18.00000 100.00000 0.00000
Total Rainfall (mm).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.50963 0.00000 60.51728 0.00000 60.53420
Total Losses (mm)...... 0.00000 1.94472 0.00000 1.94355 0.00000 1.94004
Remaining Depth (mm)... 0.00000 0.04565 0.00000 0.03917 0.00000 0.02576
Peak Runoff Rate (cms). 0.00000 0.10845 0.00000 0.10178 0.00000 0.04687
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.58427 62.56815 62.58765 62.57151 62.53361 0.00000
Peak Runoff Rate (cms). 0.01739 0.02863 0.01595 0.02640 0.10714 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.58427 62.56815 62.58765 62.57151 62.53361 0.00000
Peak Runoff Rate (cms). 0.01739 0.02863 0.01595 0.02640 0.10714 0.00303
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 62.58427 60.88016 62.58765 60.88704 62.53361 60.53420
Peak Runoff Rate (cms). 0.01739 0.13708 0.01595 0.12818 0.10714 0.04687
Unit Runoff (mm/hr).... 175.37815 150.78921 175.40612 153.05876 169.09086 154.68551
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........... N8#1 N8#2 N7#1 N7#2 N6#1 N6#2
Area (hectares)........ 0.22000 0.10000 0.21000 0.09800 0.68701 0.29501
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.52557 0.00000 60.52653 0.00000 60.47645
Total Losses (mm)...... 0.00000 1.94203 0.00000 1.94183 0.00000 1.94822
Remaining Depth (mm)... 0.00000 0.03240 0.00000 0.03164 0.00000 0.07533
Peak Runoff Rate (cms). 0.00000 0.04169 0.00000 0.04095 0.00000 0.10963
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.52955 0.00000 62.52834 0.00000 62.50467 0.00000
Peak Runoff Rate (cms). 0.10164 0.00000 0.09677 0.00000 0.29895 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.52955 0.00000 62.52834 0.00000 62.50467 0.00000
Peak Runoff Rate (cms). 0.10164 0.00288 0.09677 0.00274 0.29895 0.00847
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 62.52955 60.52557 62.52834 60.52653 62.50467 60.47645
Peak Runoff Rate (cms). 0.10164 0.04169 0.09677 0.04095 0.29895 0.10963
Unit Runoff (mm/hr).... 167.70520 151.32097 167.27026 151.68714 157.96130 134.90378
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N5#1 N5#2 N4#1 N4#2 N11#1 N11#2
Area (hectares)........ 0.22500 0.10300 0.45401 0.19400 0.00100 0.80202
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 8.00000
Total Rainfall (mm).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.53147 0.00000 60.52522 0.00000 60.50438
Total Losses (mm)...... 0.00000 1.94072 0.00000 1.94210 0.00000 1.94542
Remaining Depth (mm)... 0.00000 0.02781 0.00000 0.03268 0.00000 0.05019
Peak Runoff Rate (cms). 0.00000 0.04359 0.00000 0.08080 0.00000 0.29203
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.53171 0.00000 62.52801 0.00000 62.44286 62.59489
Peak Runoff Rate (cms). 0.10441 0.00000 0.20905 0.00000 0.00038 0.03101
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.53171 0.00000 62.52801 0.00000 62.44286 62.59489
Peak Runoff Rate (cms). 0.10441 0.00296 0.20905 0.00592 0.00038 0.03101
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 62.53171 60.53147 62.52801 60.52522 62.44286 60.67163
Peak Runoff Rate (cms). 0.10441 0.04359 0.20905 0.08080 0.00038 0.32304
Unit Runoff (mm/hr).... 168.45657 153.60757 167.14999 151.18550 136.92329 146.21400
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........... N2#1 N2#2 N49B#1 N49B#2 N23#1 N23#2
Area (hectares)........ 0.00100 0.33001 0.05300 0.10500 0.00100 0.59101
Percent Impervious..... 100.00000 10.00000 100.00000 25.00000 100.00000 55.00000
Total Rainfall (mm).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.50948 0.00000 60.56552 0.00000 60.57664
Total Losses (mm)...... 0.00000 1.94474 0.00000 1.92674 0.00000 1.91885
Remaining Depth (mm)... 0.00000 0.04578 0.00000 0.00774 0.00000 0.00451
Peak Runoff Rate (cms). 0.00000 0.11898 0.00000 0.03621 0.00000 0.12457
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.51975 62.58973 62.57084 62.59282 62.52863 62.56338
Peak Runoff Rate (cms). 0.00045 0.01595 0.02556 0.01269 0.00046 0.15643
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.51975 62.58973 62.57084 62.59282 62.52863 62.56338
Peak Runoff Rate (cms). 0.00045 0.01595 0.02556 0.01269 0.00046 0.15643
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 62.51975 60.71750 62.57084 61.07234 62.52863 61.66934
Peak Runoff Rate (cms). 0.00045 0.13493 0.02556 0.04890 0.00046 0.28100
Unit Runoff (mm/hr).... 163.99449 148.42654 175.08934 169.04150 167.37636 172.59631
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 See the original
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Full text of sections 2 to 4 (of 6)
Section 2
0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N22#1 N22#2 N26#1 N26#2 N29#1 N29#2
Area (hectares)........ 0.00100 0.21300 0.02300 0.03500 0.13200 0.50001
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 42.00000
Total Rainfall (mm).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.55050 0.00000 60.50786 0.00000 60.53259
Total Losses (mm)...... 0.00000 1.93463 0.00000 1.94497 0.00000 1.94045
Remaining Depth (mm)... 0.00000 0.01487 0.00000 0.04717 0.00000 0.02696
Peak Runoff Rate (cms). 0.00000 0.09463 0.00000 0.01397 0.00000 0.12307
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.52488 0.00000 62.51990 0.00000 62.54338 62.54226
Peak Runoff Rate (cms). 0.00046 0.00000 0.01039 0.00000 0.06249 0.09926
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.52488 0.00000 62.51990 0.00000 62.54338 62.54226
Peak Runoff Rate (cms). 0.00046 0.00001 0.01039 0.00029 0.06249 0.09926
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 62.52488 60.55050 62.51990 60.50786 62.54338 61.37665
Peak Runoff Rate (cms). 0.00046 0.09463 0.01039 0.01397 0.06249 0.22232
Unit Runoff (mm/hr).... 165.98786 161.27312 164.05427 144.86656 171.83784 161.40638
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........... N30#1 N30#2 N36#1 N36#2
Area (hectares)........ 0.09200 0.14900 0.10500 0.17000
Percent Impervious..... 100.00000 27.00000 100.00000 27.00000
Total Rainfall (mm).... 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.56149 0.00000 60.55063
Total Losses (mm)...... 0.00000 1.92917 0.00000 1.93458
Remaining Depth (mm)... 0.00000 0.00933 0.00000 0.01480
Peak Runoff Rate (cms). 0.00000 0.04960 0.00000 0.05515
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.54759 62.58598 62.53758 62.57603
Peak Runoff Rate (cms). 0.04378 0.01944 0.04926 0.02216
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.54759 62.58598 62.53758 62.57603
Peak Runoff Rate (cms). 0.04378 0.01944 0.04926 0.02216
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 62.54759 61.10811 62.53758 61.09749
Peak Runoff Rate (cms). 0.04378 0.06903 0.04926 0.07731
Unit Runoff (mm/hr).... 172.73249 168.18333 170.31532 165.08286
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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| |
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| ##### |
| # # |
| # # |
| # # |
160.000 = # # =
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| ###### # # |
| # # # # |
120.000 = # # # # =
| # # # # |
| # # # # |
RAINFALL | # # # # |
| # # # # |
IN | # # # # |
| # # # # |
MM/HR | # ##### # |
| # # |
| # # |
80.000 = # # =
| # ##### |
| # # |
| # ##### |
| # # |
| # # |
| # # |
| ##### # |
| # # |
| # ##### |
40.000 = # # =
| # ###### |
| # # |
##### # |
# ##### |
# ##### |
# ##### |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE
MITIGATED 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
------- -----------------
5145 Positive Flap Gate
50b50 Positive Flap Gate
49b40 Positive Flap Gate
3635o Positive Flap Gate
3533o 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 : 60.0 meters. Maximum Elevation : 5.20 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 5145
=====================================================
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 : 10.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.42 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 1.6 Max Topwidth : 17.44 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.76E+01 m
" " : 0.045 Beyond Station 18.4 Max left bank area : 0.03 m^2
Max right bank area : 0.03 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.36 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 : 6.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.37 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 7.0 Max Topwidth : 17.49 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 1.78E+01 m
" " : 0.035 Beyond Station 10.5 Max left bank area : 1.97 m^2
Max right bank area : 2.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.40 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 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 5145 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 10.0000 Natural 3.4240 0.0450 17.4400 0.2000
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 130.0000 Circular 0.4418 0.0130 0.7500 0.7500
43 51b48 21.0000 Circular 0.0398 0.0140 0.2250 0.2250
44 5352o 33.0000 Natural 0.5580 0.0350 1.9200 0.3000
45 5352u 35.0000 Circular 0.0177 0.0140 0.1500 0.1500
46 5238o 35.0000 Natural 0.7520 0.0350 1.9600 0.4000
47 5238u 41.0000 Circular 0.0398 0.0130 0.2250 0.2250
48 3851o 55.0000 Natural 0.7520 0.0350 1.9600 0.4000
49 3851u 55.0000 Circular 0.0398 0.0130 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 5.3682 0.0180 17.4928 0.4000
67 3635u 10.0000 Circular 0.1590 0.0140 0.4500 0.4500
68 3533o 10.0000 Rectangle 0.8000 0.0150 1.0000 0.8000
69 3533u 10.0000 Rectangle 0.0200 0.0050 0.2000 0.1000
70 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
71 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
72 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
73 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
74 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
75 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
76 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
77 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
78 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
79 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
80 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
81 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
82 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
83 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
84 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
85 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
86 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
87 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
88 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
89 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
90 14b14ao 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
91 14b14au 10.0000 Circular 0.0707 0.0140 0.3000 0.3000
Total length of all conduits .... 3456.0000 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 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
51b48 1.0000 2.0000 0.0000 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
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 0.5000 1.0000 0.0000 0.6500 1.0000 0.0000 Kinematic Wave
3635u 1.0000 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3533o 1.0000 -1.0000 0.0000 0.2000 0.6500 2.0000 0.0500 Kinematic 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 0.12
5145 0.14
4440 0.18
4342 0.34
4241 0.34
3736 0.17
3534 0.69
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 0.10
51b48 0.35
5352o 0.26
5352u 0.17
5238o 0.28
5238u 0.18
3851o 0.18
3851u 0.14
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 0.87
3635u 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3533o 1.40 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3533u 0.50
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............ 1.0889E+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 6.0000 4.4700 0.0000 0.0000 100.0000
20 N35 10.0000 5.8500 4.0000 0.0000 0.0000 100.0000
21 N34 10.0000 5.0000 4.1000 0.0000 0.0000 100.0000
22 N33 10.0000 5.4800 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
Section 3
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 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 -176451.6200 14564.8300 No Ponding Normal 0 0.0000
6 N48 -176609.6300 20431.4050 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 27214.0600 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 8784.7780 No Ponding Normal 0 0.0000
20 N35 -174942.3100 8070.1485 No Ponding Normal 0 0.0000
21 N34 -180869.8450 8910.3920 No Ponding Normal 0 0.0000
22 N33 -180375.0100 6412.3160 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 -189477.5500 -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 -191538.8150 13438.5550 No Ponding Normal 0 0.0000
41 N14A -195577.9400 14207.6650 No Ponding Normal 0 0.0000
42 N13 -199605.7150 14216.7650 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 -202201.4050 -3104.5867 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 -211249.3400 21173.6250 No Ponding Normal 0 0.0000
54 N1 -212060.1150 25771.5150 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 -180154.3150 14664.6700 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 5145 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 5.0000 4.8000 No Design
10 3422 N34 N22 4.6000 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 N14A 2.6000 1.6000 No Design
43 51b48 N51B N48 3.8000 3.6000 No Design
44 5352o N53 N52 8.4000 7.1000 No Design
45 5352u N53 N52 7.4000 6.1000 No Design
46 5238o N52 N38 7.1000 6.0000 No Design
47 5238u N52 N38 6.1000 5.0000 No Design
48 3851o N38 N51B 6.3000 5.0000 No Design
49 3851u N38 N51B 5.0000 3.8000 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 5.6000 5.4500 No Design
67 3635u N36 N35 4.4700 4.0000 No Design
68 3533o N35 N33 4.8600 4.6800 No Design
69 3533u N35 N33 4.0000 3.9000 No Design
70 2217o N22 N17 3.4000 2.9500 No Design
71 2217u N22 N17 1.8600 1.7500 No Design
72 2019o N20 N19 7.0000 6.0000 No Design
73 2019u N20 N19 6.0000 4.5000 No Design
74 1918o N19 N18 6.0000 3.0000 No Design
75 1918u N19 N18 4.5000 1.9000 No Design
76 1817o N18 N17 3.0000 2.9500 No Design
77 1817u N18 N17 1.9000 1.7500 No Design
78 1009o N10 N9 4.6000 3.5000 No Design
79 1009u N10 N9 3.6000 2.5000 No Design
80 0706o N7 N6 5.0000 4.5000 No Design
81 0706u N7 N6 4.0000 3.5000 No Design
82 0604o N6 N4 4.5000 2.8000 No Design
83 0604u N6 N4 3.5000 1.7000 No Design
84 0504o N5 N4 4.3000 2.8000 No Design
85 0504u N5 N4 3.3000 1.7000 No Design
86 0403o N4 N3 2.8000 2.0000 No Design
87 0403u N4 N3 1.7000 1.1000 No Design
88 0302o N3 N2 1.8200 1.8100 No Design
89 0302u N3 N2 1.1000 1.0500 No Design
90 14b14ao N14B N14A 2.9900 2.5000 No Design
91 14b14au N14B N14A 1.8000 1.6000 No Design
*==========================================*
| Storage Junction Data |
*==========================================*
MAXIMUM OR PEAK OR CROWN DEPTH
STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION STARTS
NUMBER OR NAME TYPE AREA (M2) (CUBIC MET.) (M) FROM
-------------- -------- ---------------- --------------- --------- -----------
N35 Stage/Area 599.0000 675.9485 10.0000 Node Invert
*==================================*
| Variable storage data for node |N35
*==================================*
Data Elevation Depth Area Volume
Point meters meters m^2 m^3
===== ========= ====== =========== ============
1 4.0000 0.0000 326.0000 0.0000
2 4.0125 0.0125 329.2500 4.0953
3 4.0250 0.0250 332.5000 8.2312
4 4.0375 0.0375 335.7500 12.4078
5 4.0500 0.0500 339.0000 16.6249
6 4.0625 0.0625 342.2500 20.8827
7 4.0750 0.0750 345.5000 25.1812
8 4.0875 0.0875 348.7500 29.5202
9 4.1000 0.1000 352.0000 33.8999
10 4.1125 0.1125 355.3750 38.3209
11 4.1250 0.1250 358.7500 42.7842
12 4.1375 0.1375 362.1250 47.2897
13 4.1500 0.1500 365.5000 51.8373
14 4.1625 0.1625 368.8750 56.4271
15 4.1750 0.1750 372.2500 61.0591
16 4.1875 0.1875 375.6250 65.7333
17 4.2000 0.2000 379.0000 70.4497
18 4.2125 0.2125 382.5000 75.2091
19 4.2250 0.2250 386.0000 80.0122
20 4.2375 0.2375 389.5000 84.8591
21 4.2500 0.2500 393.0000 89.7497
22 4.2625 0.2625 396.5000 94.6840
23 4.2750 0.2750 400.0000 99.6621
24 4.2875 0.2875 403.5000 104.6840
25 4.3000 0.3000 407.0000 109.7496
26 4.3125 0.3125 410.6250 114.8597
27 4.3250 0.3250 414.2500 120.0152
28 4.3375 0.3375 417.8750 125.2160
29 4.3500 0.3500 421.5000 130.4620
30 4.3625 0.3625 425.1250 135.7534
31 4.3750 0.3750 428.7500 141.0901
32 4.3875 0.3875 432.3750 146.4722
33 4.4000 0.4000 436.0000 151.8995
34 4.4125 0.4125 439.7500 157.3729
35 4.4250 0.4250 443.5000 162.8932
36 4.4375 0.4375 447.2500 168.4604
37 4.4500 0.4500 451.0000 174.0744
38 4.4625 0.4625 454.7500 179.7353
39 4.4750 0.4750 458.5000 185.4431
40 4.4875 0.4875 462.2500 191.1978
41 4.5000 0.5000 466.0000 196.9994
42 4.5125 0.5125 467.7500 202.8353
43 4.5250 0.5250 469.5000 208.6931
44 4.5375 0.5375 471.2500 214.5728
45 4.5500 0.5500 473.0000 220.4743
46 4.5625 0.5625 474.7500 226.3978
47 4.5750 0.5750 476.5000 232.3431
48 4.5875 0.5875 478.2500 238.3103
49 4.6000 0.6000 480.0000 244.2993
50 4.6125 0.6125 481.8750 250.3110
51 4.6250 0.6250 483.7500 256.3462
52 4.6375 0.6375 485.6250 262.4048
53 4.6500 0.6500 487.5000 268.4868
54 4.6625 0.6625 489.3750 274.5923
55 4.6750 0.6750 491.2500 280.7212
56 4.6875 0.6875 493.1250 286.8735
57 4.7000 0.7000 495.0000 293.0493
58 4.7125 0.7125 496.8750 299.2485
59 4.7250 0.7250 498.7500 305.4712
60 4.7375 0.7375 500.6250 311.7173
61 4.7500 0.7500 502.5000 317.9868
62 4.7625 0.7625 504.3750 324.2797
63 4.7750 0.7750 506.2500 330.5961
64 4.7875 0.7875 508.1250 336.9360
65 4.8000 0.8000 510.0000 343.2993
66 4.8125 0.8125 511.8750 349.6860
67 4.8250 0.8250 513.7500 356.0961
68 4.8375 0.8375 515.6250 362.5297
69 4.8500 0.8500 517.5000 368.9867
70 4.8625 0.8625 519.3750 375.4672
71 4.8750 0.8750 521.2500 381.9711
72 4.8875 0.8875 523.1250 388.4985
73 4.9000 0.9000 525.0000 395.0492
74 4.9125 0.9125 526.8750 401.6235
75 4.9250 0.9250 528.7500 408.2211
76 4.9375 0.9375 530.6250 414.8422
77 4.9500 0.9500 532.5000 421.4867
78 4.9625 0.9625 534.3750 428.1547
79 4.9750 0.9750 536.2500 434.8461
80 4.9875 0.9875 538.1250 441.5609
81 5.0000 1.0000 540.0000 448.2992
82 5.0125 1.0125 541.7500 455.0601
83 5.0250 1.0250 543.5000 461.8430
84 5.0375 1.0375 545.2500 468.6476
85 5.0500 1.0500 547.0000 475.4742
86 5.0625 1.0625 548.7500 482.3226
87 5.0750 1.0750 550.5000 489.1929
88 5.0875 1.0875 552.2500 496.0851
89 5.1000 1.1000 554.0000 502.9992
90 5.1375 1.1375 559.6250 523.8796
91 5.1750 1.1750 565.2500 544.9709
92 5.2125 1.2125 570.8750 566.2731
93 5.2500 1.2500 576.5000 587.7863
94 5.2875 1.2875 582.1250 609.5105
95 5.3250 1.3250 587.7500 631.4455
96 5.3625 1.3625 593.3750 653.5916
97 5.4000 1.4000 599.0000 675.9485
98 10.0000 6.0000 599.0000 675.9485
*================================================*
| 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
MITIGATED CASE
Title from immediately preceding computational layer
EAGLE DRIVE
MITIGATED 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).............. 33.32
#################################################
# Element numbers of interface inlet locations: #
#################################################
N37 N31 N28 N27 N35 N21 N20
N19 N18 N17 N54 N53 N52 N44
N43 N42 N40 N39 N38 N51B N50B
N47 N45 N10 N8 N7 N6 N5
N4 N11 N2 N49B N23 N22 N26
N29 N30 N36
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 2.4313 0.0167
5145 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 3.6191 0.0200
3422 4.5448 0.0100
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 0.9764 0.0077
51b48 0.0407 0.0095
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
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 16.4091 0.0150
3635u 0.5739 0.0470
3533o 2.6252 0.0180
3533u 0.0414 0.0100
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
5145/ 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
51b48/ 0.00 5352o/ 0.00 5352u/ 0.00
5238o/ 0.00 5238u/ 0.00 3851o/ 0.00
3851u/ 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 3533o/ 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
5145/ 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
51b48/ 0.00 5352o/ 0.00 5352u/ 0.00
5238o/ 0.00 5238u/ 0.00 3851o/ 0.00
3851u/ 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 3533o/ 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
5145/ 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/ 0.01
51b48/ 0.00 5352o/ 0.00 5352u/ 0.00
5238o/ 0.00 5238u/ 0.00 3851o/ 0.00
3851u/ 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 3533o/ 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
5145/ 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/ 0.02
51b48/ 0.00 5352o/ 0.00 5352u/ 0.00
5238o/ 0.00 5238u/ 0.00 3851o/ 0.00
3851u/ 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 3533o/ 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
5145/ 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/ 2.60/ 1.65
51b48/ 3.60/ 3.60 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 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 3533o/ 2.60/ 2.60 3533u/ 2.60/ 2.60
2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75 2019o/ 4.50/ 4.50
2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90 1918u/ 1.90/ 1.90
1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75 1009o/ 2.50/ 2.50
1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50 0706u/ 3.50/ 3.50
0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70 0504o/ 1.70/ 1.70
0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10 0403u/ 1.10/ 1.10
0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05 14b14ao/ 1.65/ 1.65
14b14au/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 165.0000
N53 1.7138 4.2844 35.0000
N52 1.4760 3.6899 40.0000
N38 1.5320 3.8300 215.0000
N51B 3.3265 8.3163 160.0000
N48 1.9292 4.8231 280.0000
N50B 3.3595 8.3987 220.0000
N49B 1.5750 3.9375 50.0000
N47 1.3840 3.4599 15.0000
N46 0.7061 1.7653 5.0000
N45 1.7640 4.4100 105.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 5.2013 13.0034 0.0000
N44 50.0000 50.0000 0.0000
N40 3.2733 8.1832 90.0000
N39 2.0219 5.0546 10.0000
N37 50.0000 50.0000 0.0000
N36 0.7701 1.9252 4135.0000
N35 18.5466 46.3665 0.0000
N34 0.6988 1.7469 20.0000
N33 8.2575 20.6437 0.0000
N31 50.0000 50.0000 0.0000
N30 1.1842 2.9606 120.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 2.0176 5.0441 90.0000
N26 50.0000 50.0000 0.0000
N25 3.6067 9.0168 0.0000
N24 2.6868 6.7171 5.0000
N23 45.2013 50.0000 0.0000
N22 3.4649 8.6623 0.0000
N21 2.6675 6.6688 100.0000
N20 1.8838 4.7096 125.0000
N19 7.6982 19.2454 0.0000
N18 2.0871 5.2177 165.0000
N17 7.5924 18.9809 0.0000
N16 4.4442 11.1104 195.0000
N15 14.9980 37.4949 0.0000
N14B 0.4872 1.2180 105.0000
N14A 19.5087 48.7718 0.0000
N13 17.1908 42.9771 0.0000
N12 22.2400 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N10 3.3256 8.3141 85.0000
N9 2.1092 5.2730 30.0000
N8 0.8577 2.1442 20.0000
N7 1.7063 4.2658 430.0000
N6 1.6242 4.0605 25.0000
N5 1.3032 3.2581 160.0000
N4 7.3604 18.4010 0.0000
N3 27.9119 50.0000 0.0000
N2 23.7239 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...N36
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 35.6850 35.6850 50.0000 5.8333 0.0004 0.1620 Normal Soln
5047 50.0000 50.0000 50.0000 0.0000 0.0002 0.0168 Normal Soln
4946 50.0000 50.0000 50.0000 0.0000 0.0005 0.0468 Normal Soln
5145 50.0000 50.0000 50.0000 0.0000 0.0008 0.0500 Normal Soln
4440 27.0417 27.0417 40.2742 0.0000 0.0020 0.0285 Normal Soln
4342 16.3674 16.3674 28.9606 0.0000 -0.0009 0.0213 Normal Soln
4241 12.6238 12.6238 19.6307 0.0000 -0.0012 0.0486 Normal Soln
3736 43.0980 43.0980 50.0000 0.0000 -0.0010 0.0148 Normal Soln
3534 10.5551 10.5551 28.2227 0.0000 0.0034 0.1189 Normal Soln
3422 39.7319 39.7319 50.0000 0.0000 0.0016 0.0665 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0016 0.0249 Normal Soln
3024 8.1893 8.1893 20.7029 0.0000 0.0044 1.8838 Normal Soln
3036 14.5016 14.5016 49.7446 0.0000 0.0041 0.0880 Normal Soln
2827 31.9226 31.9226 50.0000 0.0000 0.0010 0.0239 Normal Soln
2726 9.4166 9.4166 50.0000 0.0000 0.0370 0.0318 Normal Soln
2629 38.1937 38.1937 50.0000 0.0000 0.0016 0.1736 Normal Soln
2930 27.7850 27.7850 49.8897 0.0000 -0.0023 0.0771 Normal Soln
2725 4.9822 4.9822 12.6393 0.0000 0.0029 2.4668 Normal Soln
2524 14.9105 14.9105 32.6516 0.0000 -0.0018 2.1356 Normal Soln
2422 6.4783 6.4783 17.8119 0.0000 -0.0072 1.6719 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0013 0.1217 Normal Soln
2117 9.6116 9.6116 23.6669 0.0000 0.0090 0.0689 Normal Soln
1714B 25.7444 25.7444 50.0000 0.0000 0.0022 0.0624 Normal Soln
1716 4.7302 4.7302 13.0541 0.0000 -0.0122 1.3295 Normal Soln
1615 3.9962 3.9962 10.0015 0.0000 0.0068 3.1357 Normal Soln
1614A 1.8106 1.8106 5.3768 0.0000 -0.0058 2.7313 Normal Soln
4514B 17.2099 17.2099 29.1022 0.0000 -0.0020 0.0199 Normal Soln
4515 5.7579 5.7579 13.2324 0.0000 0.0029 2.0299 Normal Soln
1502 15.2536 15.2536 33.5145 0.0000 0.0052 4.4151 Normal Soln
14A13 4.2605 4.2605 22.2354 0.0000 -0.0078 0.1628 Normal Soln
1312 6.3960 6.3960 32.4189 0.0000 0.0077 0.1622 Normal Soln
1211 18.1406 18.1406 50.0000 0.0000 0.0053 0.1140 Normal Soln
1103 15.6919 15.6919 50.0000 0.0000 0.0036 0.0792 Normal Soln
0912 35.3579 35.3579 50.0000 0.0000 -0.0004 0.0025 Normal Soln
0908 11.4677 11.4677 41.7535 0.0000 -0.0024 2.2135 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 -0.0017 0.0208 Normal Soln
0804 10.8182 10.8182 33.5413 0.0000 -0.0031 2.6973 Normal Soln
0201 3.0583 3.0583 7.3193 0.0000 -0.3037 0.0634 Normal Soln
50b50 9.3249 9.3249 14.7845 0.0000 0.0026 0.0067 Normal Soln
49b40 8.8155 8.8155 13.8459 0.0000 0.0040 0.0115 Normal Soln
51b50 7.4958 7.4958 11.1400 0.0000 0.0015 0.0141 Normal Soln
L610 29.4902 29.4902 50.0000 0.0000 0.0043 0.9734 Normal Soln
51b48 4.1977 4.1977 12.8200 0.0000 0.0011 4.2012 Normal Soln
5352o 17.2525 17.2525 32.7892 0.0000 0.0062 0.2597 Normal Soln
5352u 6.6827 6.6827 16.7330 0.0000 0.0007 3.4476 Normal Soln
5238o 19.1703 19.1703 39.6529 0.0000 -0.0011 0.1786 Normal Soln
5238u 8.1762 8.1762 22.7302 0.0000 0.0011 2.1592 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.1709 11.1709 37.4483 0.0000 0.0011 2.3409 Normal Soln
5049u 12.9739 12.9739 26.1770 0.0000 0.0019 2.1413 Normal Soln
4948u 3.8848 3.8848 11.7657 0.0000 0.0024 2.8872 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 -0.0002 0.0094 Normal Soln
4845u 12.7480 12.7480 37.3113 0.0000 0.0015 1.9379 Normal Soln
4746o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746u 5.7222 5.7222 19.8912 0.0000 0.0021 1.5913 Normal Soln
4645o 50.0000 50.0000 50.0000 0.0000 -0.0002 0.0005 Normal Soln
4645u 7.1969 7.1969 25.0479 0.0000 -0.0100 2.4065 Normal Soln
4140o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4140u 7.0285 7.0285 19.9593 0.0000 0.0058 1.6129 Normal Soln
4038o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4038u 14.8224 14.8224 50.0000 0.0000 -0.0027 1.9542 Normal Soln
3938o 44.5561 44.5561 50.0000 0.0000 0.0025 0.0184 Normal Soln
3938u 8.8656 8.8656 29.4062 0.0000 0.0006 2.4775 Normal Soln
3836o 32.0012 32.0012 50.0000 0.0000 0.0023 0.0500 Normal Soln
3836u 7.9180 7.9180 24.3959 0.0000 0.0102 2.0950 Normal Soln
3635o 5.8696 5.8696 11.3201 0.0000 0.0074 0.0706 Normal Soln
3635u 1.6855 1.6855 3.8736 20.0833 -0.0201 1.4832 Normal Soln
3533o 2.6871 2.6871 4.2086 0.0000 0.0095 0.3307 Normal Soln
3533u 1.5986 1.5986 3.2734 94.0833 0.0002 1.8808 Normal Soln
2217o 37.2514 37.2514 50.0000 0.0000 0.0013 0.0038 Normal Soln
2217u 5.8504 5.8504 16.7666 0.0000 -0.0059 3.3557 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 5.7827 5.7827 12.2317 0.0000 -0.0025 1.2654 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 18.0622 18.0622 43.3169 0.0000 0.0120 1.6969 Normal Soln
1817o 15.2867 15.2867 39.5321 0.0000 0.0069 0.1114 Normal Soln
1817u 3.9305 3.9305 9.6170 0.0000 -0.0070 3.4577 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 11.0698 11.0698 30.8360 0.0000 0.0016 1.5445 Normal Soln
0706o 37.7603 37.7603 50.0000 0.0000 0.0065 0.0138 Normal Soln
0706u 6.8234 6.8234 24.6579 0.0000 -0.0016 1.9551 Normal Soln
0604o 38.3241 38.3241 50.0000 0.0000 0.0067 0.0512 Normal Soln
0604u 9.6493 9.6493 20.5971 0.0000 0.0024 2.2008 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0010 0.0031 Normal Soln
0504u 12.5777 12.5777 33.8021 0.0000 0.0017 2.0822 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 3.4895 3.4895 7.7012 0.0000 0.0055 1.2062 Normal Soln
0302o 25.0475 25.0475 50.0000 0.0000 0.0002 0.0026 Normal Soln
0302u 2.9455 2.9455 13.9806 0.0000 -0.0072 0.4836 Normal Soln
14b14ao 12.8334 12.8334 43.1069 0.0000 0.0018 0.0031 Normal Soln
14b14au 1.9556 1.9556 5.8857 0.0000 -0.0052 2.7294 Normal Soln
The conduit with the smallest time step limitation was..3533u
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................0201
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 2.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.02 / 8.92/ N53/ 0.02 / 7.42/ N52/ 0.01 / 6.11/
N38/ 0.02 / 5.02/ N51B/ 0.03 / 3.83/ N48/ 0.02 / 3.62/
N50B/ 1.01 / 5.71/ N49B/ 0.01 / 4.01/ N47/ 0.01 / 3.61/
N46/ 0.01 / 3.01/ N45/ 0.02 / 2.52/ N43/ 0.00 / 9.20/
N42/ 0.01 / 8.31/ N41/ 0.01 / 6.61/ N44/ 0.01 / 8.01/
N40/ 0.01 / 5.61/ N39/ 0.01 / 6.01/ N37/ 0.00 / 7.00/
N36/ 0.20 / 4.67/ N35/ 0.67 / 4.67/ N34/ 0.50 / 4.60/
N33/ 0.11 / 2.71/ N31/ 0.00 / 7.50/ N30/ 0.02 / 4.22/
N29/ 0.02 / 6.42/ N28/ 0.01 / 8.31/ N27/ 0.02 / 5.37/
N26/ 0.02 / 6.52/ N25/ 0.02 / 4.89/ N24/ 0.03 / 2.62/
N23/ 0.01 / 4.71/ N22/ 0.04 / 1.90/ N21/ 1.00 / 3.00/
N20/ 0.02 / 6.02/ N19/ 0.03 / 4.53/ N18/ 0.05 / 1.95/
N17/ 0.04 / 1.79/ N16/ 0.16 / 1.50/ N15/ 0.21 / 1.42/
N14B/ 0.07 / 1.87/ N14A/ 0.27 / 1.87/ N13/ 0.01 / 1.87/
N12/ 0.01 / 1.69/ N11/ 0.03 / 1.37/ N10/ 0.01 / 3.61/
N9/ 0.01 / 2.51/ N8/ 0.02 / 2.02/ N7/ 0.01 / 4.01/
N6/ 0.02 / 3.52/ N5/ 0.01 / 3.31/ N4/ 0.02 / 1.72/
N3/ 0.05 / 1.15/ N2/ 0.10 / 1.15/ 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 /
5145/ 0.00 / 4440/ 0.00 / 4342/ 0.00*/
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01*/
1615/ 0.06 / 1614A/ -0.05 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.06 / 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/ 0.07 / 50b50/ 0.00*/
49b40/ 0.00*/ 51b50/ 0.00*/ L610/ 0.05*/
51b48/ 0.00 / 5352o/ 0.00 / 5352u/ 0.00 /
5238o/ 0.00*/ 5238u/ 0.00*/ 3851o/ 0.00 /
3851u/ 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 / 3533o/ 0.00 / 3533u/ 0.05 /
2217o/ 0.00*/ 2217u/ 0.00 / 2019o/ 0.00 /
2019u/ 0.00*/ 1918o/ 0.00 / 1918u/ 0.00*/
1817o/ 0.00 / 1817u/ 0.01 / 1009o/ 0.00 /
1009u/ 0.00*/ 0706o/ 0.00*/ 0706u/ 0.00*/
0604o/ 0.00 / 0604u/ 0.00*/ 0504o/ 0.00 /
0504u/ 0.00*/ 0403o/ 0.00 / 0403u/ 0.00*/
0302o/ 0.00 / 0302u/ 0.01 / 14b14ao/ 0.00*/
14b14au/ 0.00 / FREE # 1/ 0.07 /
Conduit/ Velocity
5453/ 0.09 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.18 / 4342/ 0.12 /
4241/ 0.19 / 3736/ 0.10 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.03 / 3024/ 0.70 /
3036/ 0.00 / 2827/ 0.13 / 2726/ 0.00 /
2629/ 0.06 / 2930/ 0.23 / 2725/ 0.48 /
2524/ 0.60 / 2422/ 0.50 / L575/ 0.07 /
2117/ 0.02 / 1714B/ 0.00 / 1716/ 0.26 /
1615/ 0.74 / 1614A/ -0.53 / 4514B/ 0.00 /
4515/ 0.09 / 1502/ 0.85 / 14A13/ 0.00 /
1312/ 0.03 / 1211/ 0.01 / 1103/ 0.04 /
0912/ 0.00 / 0908/ 0.21 / 0811/ 0.00 /
0804/ 0.25 / 0201/ 0.44 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.55 /
51b48/ 0.42 / 5352o/ 0.00 / 5352u/ 0.62 /
5238o/ 0.00 / 5238u/ 0.51 / 3851o/ 0.00 /
3851u/ 0.39 / 5049u/ 0.23 / 4948u/ 0.14 /
4845o/ 0.00 / 4845u/ 0.55 / 4746o/ 0.00 /
4746u/ 0.40 / 4645o/ 0.00 / 4645u/ 0.19 /
4140o/ 0.00 / 4140u/ 0.32 / 4038o/ 0.00 /
4038u/ 0.32 / 3938o/ 0.00 / 3938u/ 0.11 /
3836o/ 0.00 / 3836u/ 0.03 / 3635o/ 0.00 /
3635u/ 0.02 / 3533o/ 0.00 / 3533u/ 2.49 /
2217o/ 0.00 / 2217u/ 0.37 / 2019o/ 0.00 /
2019u/ 0.85 / 1918o/ 0.00 / 1918u/ 0.59 /
1817o/ 0.00 / 1817u/ 0.59 / 1009o/ 0.00 /
1009u/ 0.29 / 0706o/ 0.00 / 0706u/ 0.20 /
0604o/ 0.00 / 0604u/ 0.76 / 0504o/ 0.00 /
0504u/ 0.18 / 0403o/ 0.00 / 0403u/ 0.47 /
0302o/ 0.00 / 0302u/ 0.02 / 14b14ao/ 0.00 /
14b14au/ 0.00 /
Conduit/ Width
5453/ 0.40 / 5047/ 0.01 / 4946/ 0.01 /
5145/ 0.01 / 4440/ 0.12 / 4342/ 0.19 /
4241/ 0.18 / 3736/ 0.17 / 3534/ 0.08 /
3422/ 0.01 / 3130/ 0.57 / 3024/ 0.19 /
3036/ 3.08 / 2827/ 0.23 / 2726/ 8.93 /
2629/ 1.35 / 2930/ 0.92 / 2725/ 0.16 /
2524/ 0.15 / 2422/ 0.27 / L575/ 0.68 /
2117/ 0.29 / 1714B/ 1.64 / 1716/ 0.56 /
1615/ 0.64 / 1614A/ 0.64 / 4514B/ 0.05 /
4515/ 0.21 / 1502/ 0.63 / 14A13/ 0.88 /
1312/ 0.08 / 1211/ 0.23 / 1103/ 1.16 /
0912/ 0.12 / 0908/ 0.15 / 0811/ 0.04 /
0804/ 0.19 / 0201/ 2.48 / 50b50/ 0.00 /
49b40/ 1.18 / 51b50/ 0.69 / L610/ 0.62 /
51b48/ 0.14 / 5352o/ 0.03 / 5352u/ 0.09 /
5238o/ 0.02 / 5238u/ 0.12 / 3851o/ 0.00 /
3851u/ 0.13 / 5049u/ 0.09 / 4948u/ 0.10 /
4845o/ 0.63 / 4845u/ 0.15 / 4746o/ 0.02 /
4746u/ 0.12 / 4645o/ 0.04 / 4645u/ 0.14 /
4140o/ 0.00 / 4140u/ 0.15 / 4038o/ 0.01 /
4038u/ 0.18 / 3938o/ 0.04 / 3938u/ 0.08 /
3836o/ 0.07 / 3836u/ 0.30 / 3635o/ 0.02 /
3635u/ 0.25 / 3533o/ 1.00 / 3533u/ 0.09 /
2217o/ 0.02 / 2217u/ 0.34 / 2019o/ 0.00 /
2019u/ 0.21 / 1918o/ 0.06 / 1918u/ 0.29 /
1817o/ 0.09 / 1817u/ 0.32 / 1009o/ 0.01 /
1009u/ 0.15 / 0706o/ 0.02 / 0706u/ 0.13 /
0604o/ 0.04 / 0604u/ 0.18 / 0504o/ 0.21 /
0504u/ 0.14 / 0403o/ 0.00 / 0403u/ 0.33 /
0302o/ 0.01 / 0302u/ 1.50 / 14b14ao/ 0.01 /
14b14au/ 0.22 /
Junction/ EGL
N54/ 0.02 / N53/ 1.01 / N52/ 0.03 /
N38/ 0.03 / N51B/ 0.04 / N48/ 0.03 /
N50B/ 1.01 / N49B/ 1.01 / N47/ 0.01 /
N46/ 0.02 / N45/ 0.04 / N43/ 0.00 /
N42/ 0.01 / N41/ 1.00 / N44/ 0.01 /
N40/ 0.40 / N39/ 0.01 / N37/ 0.00 /
N36/ 1.05 / N35/ 0.67 / N34/ 0.50 /
N33/ 1.71 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.02 / N28/ 0.01 / N27/ 1.35 /
N26/ 0.02 / N25/ 0.03 / N24/ 0.32 /
N23/ 0.01 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.02 / N19/ 0.07 / N18/ 0.07 /
N17/ 1.20 Section 4
/ N16/ 0.16 / N15/ 0.23 /
N14B/ 0.07 / N14A/ 0.29 / N13/ 0.01 /
N12/ 0.01 / N11/ 0.03 / N10/ 0.01 /
N9/ 0.02 / N8/ 0.02 / N7/ 0.01 /
N6/ 0.02 / N5/ 0.01 / N4/ 0.05 /
N3/ 0.06 / N2/ 0.13 / N1/ 0.10 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Junction/ Freeboard
N54/ 1.08 / N53/ 2.58 / N52/ 3.89 /
N38/ 4.98 / N51B/ 6.17 / N48/ 6.38 /
N50B/ 4.29 / N49B/ 5.99 / N47/ 6.39 /
N46/ 6.99 / N45/ 7.48 / N43/ 0.80 /
N42/ 1.69 / N41/ 3.39 / N44/ 1.99 /
N40/ 4.39 / N39/ 3.99 / N37/ 3.00 /
N36/ 5.33 / N35/ 5.33 / N34/ 5.40 /
N33/ 7.29 / N31/ 2.50 / N30/ 5.78 /
N29/ 3.58 / N28/ 1.69 / N27/ 4.63 /
N26/ 3.48 / N25/ 5.11 / N24/ 7.38 /
N23/ 5.29 / N22/ 8.10 / N21/ 7.00 /
N20/ 3.98 / N19/ 5.47 / N18/ 8.05 /
N17/ 8.21 / N16/ 8.50 / N15/ 8.58 /
N14B/ 8.13 / N14A/ 8.13 / N13/ 8.13 /
N12/ 8.31 / N11/ 8.63 / N10/ 6.39 /
N9/ 7.49 / N8/ 7.98 / N7/ 5.99 /
N6/ 6.48 / N5/ 6.69 / N4/ 8.28 /
N3/ 8.85 / N2/ 8.85 / N1/ 8.98 /
N50/ 4.30 / N49/ 5.00 / N51/ 5.20 /
Junction/ Max Volume
N54/ 0.14 / N53/ 1.08 / N52/ 1.09 /
N38/ 1.10 / N51B/ 1.22 / N48/ 1.01 /
N50B/ 1.21 / N49B/ 1.21 / N47/ 0.86 /
N46/ 1.02 / N45/ 1.09 / N43/ 0.07 /
N42/ 0.09 / N41/ 0.64 / N44/ 0.08 /
N40/ 0.94 / N39/ 1.02 / N37/ 0.06 /
N36/ 1.23 / N35/ 472.52 / N34/ 0.57 /
N33/ 0.58 / N31/ 0.02 / N30/ 1.54 /
N29/ 0.12 / N28/ 0.07 / N27/ 1.37 /
N26/ 0.17 / N25/ 0.77 / N24/ 1.44 /
N23/ 0.12 / N22/ 1.59 / N21/ 1.04 /
N20/ 0.77 / N19/ 0.70 / N18/ 1.29 /
N17/ 1.28 / N16/ 1.68 / N15/ 1.08 /
N14B/ 1.23 / N14A/ 1.02 / N13/ 0.63 /
N12/ 0.62 / N11/ 0.78 / N10/ 0.67 /
N9/ 1.01 / N8/ 1.03 / N7/ 1.02 /
N6/ 1.04 / N5/ 1.01 / N4/ 1.00 /
N3/ 0.73 / N2/ 0.73 / N1/ 0.73 /
N50/ 0.01 / N49/ 0.02 / N51/ 0.02 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51B/ 0.00 / N48/ 0.00 /
N50B/ 0.00 / N49B/ 0.00 / N47/ 0.00 /
N46/ 0.00 / N45/ 0.00 / N43/ 0.00 /
N42/ 0.00 / N41/ 0.00 / N44/ 0.00 /
N40/ 0.00 / N39/ 0.00 / N37/ 0.00 /
N36/ 0.00 / N35/ 0.00 / N34/ 0.00 /
N33/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 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/ 0.01 / L575/ 0.00 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.04 /
1615/ 0.08 / 1614A/ 0.09 / 4514B/ 0.00 /
4515/ 0.02 / 1502/ 0.07 / 14A13/ 0.12 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.06 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.16 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.09 /
51b48/ 0.00 / 5352o/ 0.00 / 5352u/ 0.00 /
5238o/ 0.00 / 5238u/ 0.00 / 3851o/ 0.00 /
3851u/ 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/ 0.03 / 3635o/ 0.00 /
3635u/ 0.11 / 3533o/ 0.00 / 3533u/ 0.02 /
2217o/ 0.00 / 2217u/ 0.01 / 2019o/ 0.00 /
2019u/ 0.00 / 1918o/ 0.00 / 1918u/ 0.01 /
1817o/ 0.00 / 1817u/ 0.01 / 1009o/ 0.00 /
1009u/ 0.00 / 0706o/ 0.00 / 0706u/ 0.00 /
0604o/ 0.00 / 0604u/ 0.00 / 0504o/ 0.00 /
0504u/ 0.00 / 0403o/ 0.00 / 0403u/ 0.01 /
0302o/ 0.00 / 0302u/ 0.11 / 14b14ao/ 0.00 /
14b14au/ 0.04 /
Conduit/ Final Volume
5453/ 0.19 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.04 / 4342/ 0.04 /
4241/ 0.04 / 3736/ 0.07 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.38 / 3024/ 0.14 /
3036/ 0.00 / 2827/ 0.09 / 2726/ 0.06 /
2629/ 0.69 / 2930/ 0.35 / 2725/ 0.06 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.24 /
2117/ 0.06 / 1714B/ 0.00 / 1716/ 1.20 /
1615/ 2.20 / 1614A/ 0.93 / 4514B/ 0.00 /
4515/ 0.79 / 1502/ 6.66 / 14A13/ 1.21 /
1312/ 0.03 / 1211/ 0.29 / 1103/ 2.06 /
0912/ 0.00 / 0908/ 0.08 / 0811/ 0.00 /
0804/ 0.13 / 0201/ 1.62 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 11.46 /
51b48/ 0.05 / 5352o/ 0.00 / 5352u/ 0.03 /
5238o/ 0.00 / 5238u/ 0.05 / 3851o/ 0.00 /
3851u/ 0.12 / 5049u/ 0.01 / 4948u/ 0.02 /
4845o/ 0.00 / 4845u/ 0.12 / 4746o/ 0.00 /
4746u/ 0.04 / 4645o/ 0.00 / 4645u/ 0.11 /
4140o/ 0.00 / 4140u/ 0.03 / 4038o/ 0.00 /
4038u/ 0.11 / 3938o/ 0.00 / 3938u/ 0.03 /
3836o/ 0.00 / 3836u/ 1.26 / 3635o/ 0.00 /
3635u/ 1.09 / 3533o/ 0.00 / 3533u/ 0.20 /
2217o/ 0.00 / 2217u/ 0.35 / 2019o/ 0.00 /
2019u/ 0.12 / 1918o/ 0.00 / 1918u/ 0.88 /
1817o/ 0.00 / 1817u/ 0.23 / 1009o/ 0.00 /
1009u/ 0.05 / 0706o/ 0.00 / 0706u/ 0.04 /
0604o/ 0.00 / 0604u/ 0.16 / 0504o/ 0.00 /
0504u/ 0.10 / 0403o/ 0.00 / 0403u/ 0.16 /
0302o/ 0.00 / 0302u/ 3.19 / 14b14ao/ 0.00 /
14b14au/ 0.38 /
Conduit/ Hydraulic Radius
5453/ 0.01 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.02 /
2629/ 0.01 / 2930/ 0.01 / 2725/ 0.01 /
2524/ 0.01 / 2422/ 0.02 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.06 /
1615/ 0.11 / 1614A/ 0.11 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.09 / 14A13/ 0.06 /
1312/ 0.01 / 1211/ 0.01 / 1103/ 0.02 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.06 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.11 /
51b48/ 0.01 / 5352o/ 0.00 / 5352u/ 0.01 /
5238o/ 0.00 / 5238u/ 0.01 / 3851o/ 0.00 /
3851u/ 0.01 / 5049u/ 0.00 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.01 / 4746o/ 0.00 /
4746u/ 0.01 / 4645o/ 0.00 / 4645u/ 0.01 /
4140o/ 0.00 / 4140u/ 0.01 / 4038o/ 0.00 /
4038u/ 0.01 / 3938o/ 0.00 / 3938u/ 0.01 /
3836o/ 0.00 / 3836u/ 0.05 / 3635o/ 0.00 /
3635u/ 0.11 / 3533o/ 0.00 / 3533u/ 0.04 /
2217o/ 0.00 / 2217u/ 0.03 / 2019o/ 0.00 /
2019u/ 0.02 / 1918o/ 0.00 / 1918u/ 0.02 /
1817o/ 0.00 / 1817u/ 0.03 / 1009o/ 0.00 /
1009u/ 0.01 / 0706o/ 0.00 / 0706u/ 0.01 /
0604o/ 0.00 / 0604u/ 0.01 / 0504o/ 0.00 /
0504u/ 0.01 / 0403o/ 0.00 / 0403u/ 0.02 /
0302o/ 0.00 / 0302u/ 0.06 / 14b14ao/ 0.00 /
14b14au/ 0.06 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.92/ 8.41 5047/ 3.61/ 3.61 4946/ 3.01/ 3.01/
5145/ 1.87/ 1.87 4440/ 8.01/ 6.00 4342/ 9.20/ 8.31/
4241/ 8.31/ 7.60 3736/ 7.00/ 5.52 3534/ 4.60/ 4.60/
3422/ 1.90/ 1.90 3130/ 7.50/ 5.70 3024/ 4.22/ 2.88/
3036/ 4.67/ 4.67 2827/ 8.31/ 6.70 2726/ 6.52/ 6.52/
2629/ 6.52/ 6.42 2930/ 6.42/ 5.63 2725/ 5.37/ 4.89/
2524/ 4.89/ 2.88 2422/ 2.62/ 1.90 L575/ 4.71/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.87/ 1.87 1716/ 1.79/ 1.50/
1615/ 1.50/ 1.42 1614A/ 1.78/ 1.87 4514B/ 1.87/ 1.87/
4515/ 2.52/ 1.42 1502/ 1.42/ 1.15 14A13/ 1.87/ 1.87/
1312/ 1.87/ 1.69 1211/ 1.69/ 1.37 1103/ 1.37/ 1.15/
0912/ 1.69/ 1.69 0908/ 2.51/ 2.02 0811/ 1.37/ 1.37/
0804/ 2.02/ 1.72 0201/ 1.15/ 1.02 50b50/ 5.70/ 5.70/
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.71/ 1.87/
51b48/ 3.83/ 3.62 5352o/ 6.11/ 6.11 5352u/ 7.42/ 6.11/
5238o/ 5.02/ 5.02 5238u/ 6.11/ 5.02 3851o/ 3.83/ 3.83/
3851u/ 5.02/ 3.83 5049u/ 5.71/ 5.00 4948u/ 4.01/ 3.62/
4845o/ 2.52/ 2.52 4845u/ 3.62/ 2.52 4746o/ 3.01/ 3.01/
4746u/ 3.61/ 3.01 4645o/ 2.52/ 2.52 4645u/ 3.01/ 2.52/
4140o/ 5.61/ 5.61 4140u/ 6.61/ 5.61 4038o/ 5.02/ 5.02/
4038u/ 5.61/ 5.02 3938o/ 5.02/ 5.02 3938u/ 6.01/ 5.02/
3836o/ 4.67/ 4.67 3836u/ 5.02/ 4.67 3635o/ 4.67/ 4.67/
3635u/ 4.67/ 4.67 3533o/ 2.71/ 2.71 3533u/ 4.67/ 3.99/
2217o/ 1.79/ 1.79 2217u/ 1.90/ 1.79 2019o/ 4.53/ 4.53/
2019u/ 6.02/ 4.53 1918o/ 1.95/ 1.95 1918u/ 4.53/ 1.95/
1817o/ 1.79/ 1.79 1817u/ 1.95/ 1.79 1009o/ 2.51/ 2.51/
1009u/ 3.61/ 2.51 0706o/ 3.52/ 3.52 0706u/ 4.01/ 3.52/
0604o/ 1.72/ 1.72 0604u/ 3.52/ 1.72 0504o/ 1.72/ 1.72/
0504u/ 3.31/ 1.72 0403o/ 1.15/ 1.15 0403u/ 1.72/ 1.15/
0302o/ 1.15/ 1.15 0302u/ 1.15/ 1.15 14b14ao/ 1.87/ 1.87/
14b14au/ 1.87/ 1.87
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 1440
Total number of passes in the simulation........ 4707
Total number of time steps during simulation.... 4508
Ratio of actual # of time steps / NTCYC......... 3.131
Average number of iterations per time step...... 1.044
Average time step size(seconds)................ 1.597
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 1.948
Average minimum implicit time step (sec)........ 1.795
Average minimum junction time step (sec)........ 1.795
Average Courant Factor Tf....................... 1.795
Number of times omega reduced................... 23
*=========================================================*
| 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 1.03 4627 0 4 0 0 0
N53 0 1.12 5064 0 19 1 0 0
N52 0 1.26 5680 0 12 1 0 0
N38 0 1.60 7205 0 6 0 0 0
N51B 0 1.13 5078 0 12 1 0 0
N48 0 1.13 5099 0 6 0 0 0
N50B 0 1.07 4811 0 11 1 0 0
N49B 0 1.13 5088 0 11 2 0 0
N47 0 1.08 4876 0 6 0 0 0
N46 0 1.14 5136 0 6 0 0 0
N45 0 1.43 6431 0 15 2 0 0
N43 0 1.07 4818 0 4 0 0 0
N42 0 1.13 5104 0 7 0 0 0
N41 0 1.25 5637 0 8 0 0 0
N44 0 1.10 4973 0 5 0 0 0
N40 0 1.27 5739 1 12 1 0 0
N39 0 1.04 4700 1 20 1 0 0
N37 0 1.08 4863 0 4 0 0 0
N36 0 1.55 6991 1 16 1 0 0
N35 0 1.62 7284 0 8 0 0 0
N34 0 1.22 5495 0 6 0 0 0
N33 0 1.19 5361 0 10 1 0 0
N31 0 1.13 5089 0 11 1 0 0
N30 0 1.42 6423 0 15 2 0 0
N29 0 1.30 5871 0 6 0 0 0
N28 0 1.12 5030 0 5 0 0 0
N27 0 1.46 6588 0 23 2 0 0
N26 0 1.29 5824 0 5 0 0 0
N25 0 1.21 5472 0 5 0 0 0
N24 0 1.35 6066 0 7 0 0 0
N23 0 1.20 5414 0 6 0 0 0
N22 0 1.43 6449 0 7 0 0 0
N21 0 1.64 7371 1 19 1 0 0
N20 0 1.14 5159 0 5 0 0 0
N19 0 1.30 5877 0 9 0 0 0
N18 0 1.55 6969 0 8 0 0 0
N17 0 1.80 8116 0 8 0 0 0
N16 0 1.62 7285 1 13 5 0 0
N15 0 1.30 5863 0 7 0 0 0
N14B 0 1.56 7038 1 14 1 0 0
N14A 0 1.80 8124 3 13 7 0 0
N13 0 1.54 6963 0 6 0 0 0
N12 0 1.43 6468 0 6 0 0 0
N11 0 1.59 7162 0 9 0 0 0
N10 0 1.14 5131 0 5 0 0 0
N9 0 1.21 5470 2 12 1 0 0
N8 0 1.28 5758 0 11 1 0 0
N7 0 1.15 5162 1 11 2 0 0
N6 0 1.41 6368 3 19 1 0 0
N5 0 1.12 5063 0 5 0 0 0
N4 0 1.45 6524 0 14 1 0 0
N3 0 1.60 7208 0 6 0 0 0
N2 0 1.53 6919 0 6 0 0 0
N1 0 1.62 7302 8 33 3 1 0
N50 0 1.03 4622 0 4 0 0 0
N49 0 1.07 4819 0 5 0 0 0
N51 0 1.11 5000 0 9 0 0 0
Total number of iterations for all junctions.. 336027
Minimum number of possible iterations......... 256956
Efficiency of the simulation.................. 1.31
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 9.0444 0 25 0.0000 0.9556 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.4832 0 25 0.0000 1.5168 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.1865 0 25 0.0000 2.8135 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.0996 0 25 0.0000 3.9004 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0181 0 25 0.0000 4.9819 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6079 0 26 0.0000 5.3921 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.9103 0 23 0.0000 4.0897 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2147 0 25 0.0000 4.7853 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.4574 0 25 0.0000 5.5426 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0193 0 26 0.0000 5.9807 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5895 0 25 0.0000 6.4105 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2695 0 25 0.0000 0.7305 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.3940 0 25 0.0000 1.6060 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 7.2389 0 25 0.0000 2.7611 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.0795 0 25 0.0000 1.9205 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.5409 0 28 0.0000 3.4591 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0198 0 25 0.0000 2.9802 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0600 0 25 0.0000 2.9400 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.0000 5.7003 0 27 0.0000 4.2997 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.8500 5.0446 0 31 0.0000 4.9554 546.2445 0.0000 0.0000 0.0000
N34 10.0000 5.0000 4.6668 0 32 0.0000 5.3332 1.0000 0.0000 0.0000 0.0000
N33 10.0000 5.4800 3.1821 0 31 0.0000 6.8179 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5205 0 24 0.0000 2.4795 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.7367 0 26 0.0000 4.2633 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5171 0 25 0.0000 3.4829 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3727 0 25 0.0000 1.6273 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7222 0 25 0.0000 3.2778 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.6703 0 26 0.0000 3.3297 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6437 0 25 0.3987 4.3563 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.0333 0 25 0.7233 5.9667 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8178 0 25 0.0000 5.1822 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.4550 0 25 0.0000 6.5450 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0425 0 24 0.0000 6.9575 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.7723 0 25 0.0000 3.2277 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 5.1951 0 25 0.0000 4.8049 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.1862 0 25 0.0000 6.8138 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.0280 0 26 0.0000 6.9720 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.0196 0 26 0.6196 6.9804 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.2941 0 26 0.2591 7.7059 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.0324 0 27 0.0000 6.9676 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.6227 0 31 0.0000 7.3773 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.4914 0 31 0.0000 7.5086 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.3027 0 32 0.0000 7.6973 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.1241 0 34 0.0000 7.8759 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.2713 0 25 0.0000 5.7287 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5070 0 25 0.0000 6.4930 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0258 0 26 0.0000 6.9742 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0206 0 25 0.0000 4.9794 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5435 0 25 0.0000 5.4565 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3098 0 25 0.0000 5.6902 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.7033 0 25 0.0000 7.2967 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.8328 0 28 0.0000 8.1672 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.7804 0 28 0.0000 8.2196 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.6621 0 38 0.0000 8.3379 1.0000 0.0000 0.0000 0.0000
N50 10.0000 6.1000 5.7128 0 25 0.0000 4.2872 1.0000 0.0000 0.0000 0.0000
N49 10.0000 5.4000 5.0231 0 25 0.0000 4.9769 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8215 0 25 0.0000 5.1785 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 0.0831 0 25 0.4115 0 25 0.0810 9.0444 8.4930 .3611 .2325
5047 2.8812 1.4600 200.0000 0.0220 0 25 0.2114 0 25 0.0076 5.7128 4.6080 .0639 .0401
4946 2.4313 1.2321 200.0000 0.0561 0 25 0.2767 0 25 0.0231 5.0231 4.0193 .1154 .0963
5145 3.5733 1.8108 200.0000 0.0869 0 25 0.4146 0 25 0.0243 4.8215 3.0324 .1076 .1622
4440 10.0429 4.8092 400.0000 0.1240 0 25 1.1173 0 13 0.0123 8.0795 6.5409 .1987 1.352 *
4342 9.2249 4.4176 400.0000 0.0919 0 25 0.8290 0 25 0.0100 9.2695 8.3940 .1737 .2351
4241 8.1356 3.8959 400.0000 0.1793 0 25 1.2227 0 25 0.0220 8.3940 7.6937 .2351 .2343
3736 14.9983 3.6090 400.0000 0.0994 0 25 0.6788 0 12 0.0066 7.0600 5.7003 .1499 .4508
3534 3.6191 1.0570 200.0000 0.2150 0 31 0.3543 0 31 0.0594 5.0446 4.8254 .2230 .1272
3422 4.5448 1.1500 400.0000 0.1507 0 33 0.3099 0 33 0.0332 4.6668 4.2285 .1671 .0712
3130 13.5508 2.2744 300.0000 0.1564 0 24 0.3848 0 24 0.0115 7.5205 5.7367 .0683 .1222
3024 0.4621 2.9058 450.0000 0.3957 0 21 2.4634 0 21 0.8562 5.7367 4.0333 3.414 2.607
3036 6.7857 1.4251 400.0000 0.2605 0 26 0.3620 0 26 0.0384 5.7367 5.7003 .2917 .4508
2827 15.5945 3.7524 400.0000 0.1701 0 25 0.9675 0 25 0.0109 8.3727 6.7719 .1817 .1798
2726 18.5574 3.1124 300.0000 0.2443 0 25 0.1486 0 13 0.0132 6.7221 6.6703 .0738 .5678
2629 2.4524 0.5150 400.0000 0.2133 0 26 0.2948 0 26 0.0870 6.6703 6.5171 .4258 .2927
2930 11.6053 2.4373 400.0000 0.4482 0 26 0.9622 0 26 0.0386 6.5171 5.7367 .2927 .2917
2725 0.2218 2.0080 375.0000 0.2605 0 13 2.3745 0 13 1.1744 6.7221 5.6437 3.659 2.063
2524 0.2779 2.5163 375.0000 0.2618 0 16 2.4501 0 13 0.9421 5.6437 4.0333 2.063 3.128
2422 0.8401 2.9711 600.0000 0.6231 0 21 2.1912 0 21 0.7417 4.0333 3.4550 2.405 2.658
L575 4.4056 1.1111 300.0000 0.2539 0 25 0.4604 0 25 0.0576 4.8178 3.4880 .3926 .2934
2117 10.3655 2.0976 500.0000 0.1639 0 24 0.4229 0 24 0.0158 3.0425 3.0280 .0850 .1559
1714B 8.1188 0.9553 500.0000 -0.1752 0 29 -0.2587 0 29 -0.0216 3.0280 3.0324 .2559 .3649
1716 3.1532 3.6415 1050.000 2.0243 0 25 2.2985 0 26 0.6420 3.0280 3.0194 1.217 1.589
1615 0.7725 1.7486 750.0000 1.1995 0 25 2.7000 0 25 1.5527 3.0196 2.2941 2.239 1.445
1614A 0.7872 1.7819 750.0000 0.8250 0 25 1.8605 0 25 1.0480 3.0196 2.6227 1.826 1.363
4514B 28.0567 3.5017 450.0000 0.2775 0 25 0.8247 0 18 0.0099 3.5895 3.0324 .1989 .4054
4515 0.1942 2.7467 300.0000 0.1730 0 12 2.4190 0 12 0.8908 3.5895 2.2941 3.631 3.613
1502 0.6052 1.1322 825.0000 1.3523 0 26 2.6856 0 24 2.2343 2.2941 1.7804 1.314 .8853
14A13 16.6072 0.8411 1700.000 -1.2800 0 30 -0.4497 0 29 -0.0771 2.6227 2.4914 .4486 .5243
1312 15.7543 0.6101 1400.000 1.2760 0 31 0.4318 0 30 0.0810 2.4914 2.3027 .4510 .4448
1211 22.0747 0.6694 1700.000 1.2529 0 32 0.2617 0 19 0.0568 2.3027 2.1241 .3663 .4612
1103 34.9730 0.7240 2000.000 1.3852 0 35 0.3916 0 41 0.0396 2.1241 1.8328 .3921 .3664
0912 7.4604 1.8954 400.0000 0.0092 0 25 0.0084 0 25 0.0012 3.5070 2.3027 .0175 .7567
0908 0.1628 1.4741 375.0000 0.1337 0 23 1.1975 0 23 0.8211 3.5070 3.0258 2.685 2.735
0811 6.0914 1.5476 400.0000 0.0630 0 26 0.2554 0 26 0.0103 3.0258 2.1241 .0645 .3103
0804 0.2208 1.3886 450.0000 0.2386 0 28 1.4907 0 28 1.0803 3.0258 2.7030 2.279 2.229
0201 142.3584 2.9703 2000.000 3.4984 0 38 1.3665 0 38 0.0246 1.7804 1.6621 .3652 .3661
50b50 13.6470 6.9913 400.0000 0.0347 0 25 0.6791 0 25 0.0025 5.9103 5.7128 .0257 .0319
49b40 13.6470 6.9913 400.0000 0.0597 0 25 0.7222 0 23 0.0044 5.2147 5.0231 .0368 .0577
51b50 13.6470 6.9913 400.0000 0.0844 0 25 0.8978 0 24 0.0062 5.0181 4.8215 .0453 .0538
L610 0.9764 2.2101 750.0000 0.4978 0 31 1.2460 0 32 0.5098 3.1821 2.6227 .7762 1.363
51b48 0.0407 1.0234 225.0000 0.0660 0 11 1.6381 0 11 1.6208 5.0181 4.6079 5.413 4.479
5352o 1.1925 2.1371 300.0000 0.1547 0 25 1.0067 0 25 0.1297 8.4832 7.1865 .2772 .2884
5352u 0.0273 1.5423 150.0000 0.0365 0 51 2.0917 0 51 1.3383 8.4832 7.1865 7.221 7.243
5238o 1.6591 2.2063 400.0000 0.1473 0 25 0.8827 0 25 0.0888 7.1865 6.0996 .2163 .2491
5238u 0.0735 1.8497 225.0000 0.0733 0 13 1.8050 0 13 0.9962 7.1865 6.0996 4.829 4.887
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0996 5.0181 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0599 0 25 1.4687 0 25 0.9036 6.0996 5.0181 4.887 5.413
5049u 0.0573 1.4423 225.0000 0.0544 0 23 1.4152 0 11 0.9485 5.9103 5.2147 .9347 .9542
4948u 0.0590 1.4830 225.0000 0.0693 0 11 1.7032 0 11 1.1750 5.2147 4.6079 5.398 4.479
4845o 2.5500 1.2922 200.0000 0.0119 0 26 0.1102 0 12 0.0047 4.6079 3.5895 .0396 .4476
4845u 0.1309 1.8523 300.0000 0.1139 0 12 1.6081 0 9 0.8700 4.6079 3.5895 3.359 3.631
4746o 17.3588 1.9947 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.4571 4.0193 .0000 .0000
4746u 0.1498 2.1194 300.0000 0.0870 0 25 1.2593 0 11 0.5806 4.4571 4.0193 2.857 3.397
4645o 15.8729 2.3953 400.0000 0.0039 0 26 0.0298 0 26 0.0002 4.0193 3.5895 .0482 .2238
4645u 0.1105 1.5637 300.0000 0.0946 0 26 1.3175 0 26 0.8560 4.0193 3.5895 3.397 3.631
4140o 7.7278 3.0800 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.5409 6.5409 .0000 .0000
4140u 0.3099 2.8063 375.0000 0.1782 0 25 1.6033 0 25 0.5749 7.2389 6.5409 1.703 2.509
4038o 9.0986 1.8214 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.5409 6.0996 .0000 .0000
4038u 0.2678 1.6839 450.0000 0.2111 0 29 1.3530 0 10 0.7883 6.5409 6.0996 2.090 2.443
3938o 6.1031 3.1256 400.0000 0.0436 0 25 0.3660 0 15 0.0071 7.0198 6.0996 .0494 .2491
3938u 0.0261 1.4762 150.0000 0.0250 0 12 1.3677 0 12 0.9568 7.0198 6.0996 6.798 7.331
3836o 9.9729 2.0945 400.0000 0.2492 0 25 0.3974 0 25 0.0250 6.0996 5.7003 .2491 .4508
3836u 0.3282 2.0635 450.0000 0.2632 0 22 1.6397 0 22 0.8021 6.0996 5.7003 2.443 2.734
3635o 16.4091 3.0561 400.0000 0.5794 0 27 0.8834 0 27 0.0353 5.7003 5.5501 .2508 .2503
3635u 0.5739 3.6087 450.0000 0.3882 0 19 2.5815 0 15 0.6764 5.7003 5.0446 2.734 2.321
3533o 2.6252 3.2815 800.0000 0.4341 0 31 2.3761 0 31 0.1654 5.0446 4.8604 .2308 .2255
3533u 0.0414 2.0715 100.0000 0.0627 0 31 3.0549 0 31 1.5131 5.0446 4.0000 10.45 1.000
2217o 14.0423 2.7133 500.0000 0.0270 0 25 0.3755 0 25 0.0019 3.4550 3.0280 .1100 .1559
2217u 0.6241 1.4127 750.0000 0.9269 0 32 2.0878 0 32 1.4852 3.4550 3.0280 2.126 1.704
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 5.1950 5.1950 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.3890 0 25 2.4576 0 36 0.6102 6.7722 5.1950 1.715 1.544
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 5.1951 3.1862 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.7265 0 25 2.5394 0 26 0.7696 5.1951 3.1862 1.158 2.143
1817o 9.1593 1.0777 500.0000 0.5102 0 26 0.5565 0 26 0.0557 3.1862 3.0833 .3724 .2665
1817u 0.5070 1.7932 600.0000 0.6503 0 21 2.2912 0 21 1.2826 3.1862 3.0280 2.143 2.130
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2708 3.5070 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1531 0 25 1.6220 0 13 0.6341 4.2708 3.5070 1.788 2.685
0706o 7.2322 2.6003 300.0000 0.0490 0 25 0.2753 0 24 0.0068 5.0206 4.5435 .0686 .1449
0706u 0.1248 1.7661 300.0000 0.0873 0 21 1.2167 0 21 0.6993 5.0206 4.5435 3.401 3.478
0604o 9.6606 3.5642 300.0000 0.2316 0 25 0.8851 0 25 0.0240 4.5435 2.8429 .1449 .1431
0604u 0.3116 2.8210 375.0000 0.3078 0 33 2.7674 0 33 0.9880 4.5435 2.7030 2.782 2.674
0504o 8.6316 3.1824 300.0000 0.0132 0 25 0.3006 0 25 0.0015 4.3098 2.8065 .0326 .0216
0504u 0.1541 2.1802 300.0000 0.1335 0 23 1.8640 0 23 0.8666 4.3098 2.7030 3.365 3.343
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.8328 1.8328 .0000 .0000
0403u 1.9283 4.3647 750.0000 1.1159 0 25 2.5972 0 25 0.5787 2.7033 1.8328 1.337 .9770
0302o 2.9365 0.3239 300.0000 0.0038 0 28 0.0576 0 28 0.0013 1.8328 1.8113 .0425 .0044
0302u 3.2556 3.6173 600.0000 0.6844 0 37 0.7153 0 29 0.2102 1.8328 1.7804 1.221 1.217
14b14ao 75.9084 3.3944 500.0000 0.1192 0 27 0.2321 0 26 0.0016 3.0324 2.6227 .0849 .2453
14b14au 0.1270 1.7965 300.0000 0.1220 0 21 1.7002 0 21 0.9610 3.0324 2.6227 4.108 3.408
FREE # 1 Undefnd Undefnd Undefn 3.6232 0 38
*==================================================*
| 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 0.0693 0.2018 0.0488
5047 71.8056 0.0000 0.0000 48.1944 0.0106 0.1042 0.0022
4946 44.7222 4.6597 0.0000 70.6181 0.0206 0.2031 0.0057
5145 56.1319 6.6319 0.0000 57.2361 0.0242 0.2390 0.0088
4440 0.1667 36.3472 0.0000 83.4861 0.1399 0.9975 0.0690
4342 0.1667 119.8333 0.0000 0.0000 0.0396 0.1109 0.0677
4241 0.1667 0.0000 0.0000 119.8333 0.0462 0.1469 0.1146
3736 0.1667 38.0972 0.0000 81.7361 0.0570 0.5122 0.0320
3534 102.9375 0.0000 0.0000 17.0625 0.0358 0.6068 0.0124
3422 61.8264 0.0000 0.0000 58.1736 0.0490 0.4863 0.0148
3130 0.1667 7.3542 0.0000 112.4792 0.0264 0.5236 0.0079
3024 0.1667 22.9514 0.0000 96.8819 0.1343 0.1635 3.1080
3036 92.6736 11.1667 16.1597 0.0000 0.0748 0.7219 0.0536
2827 0.1667 0.0000 0.0000 119.8333 0.0356 0.1759 0.0699
2726 100.2292 19.7708 0.0000 0.0000 0.0865 1.7387 0.0133
2629 0.2500 119.7500 0.0000 0.0000 0.0763 0.7243 0.0423
2930 0.2500 3.4028 0.0000 116.3472 0.0587 0.4659 0.1124
2725 0.1667 119.8333 0.0000 0.0000 0.1084 0.1139 2.1147
2524 0.1667 22.8056 0.0000 97.0278 0.1118 0.1157 1.9211
2422 0.1667 119.8333 0.0000 0.0000 0.1679 0.2907 3.1376
L575 0.1667 0.0000 0.0000 119.8333 0.0522 0.5515 0.0474
2117 4.3750 5.5764 0.0000 110.0486 0.0532 0.5278 0.0165
1714B 94.7361 5.2708 19.9931 0.0000 0.0739 0.8563 0.0338
1716 0.1667 115.2500 0.0000 4.5833 0.2938 0.8902 3.3846
1615 0.1667 119.8333 0.0000 0.0000 0.2276 0.4522 3.7268
1614A 4.5417 56.0139 59.4444 0.0000 0.2278 0.4626 2.1727
4514B 84.6458 25.4167 0.0000 9.9375 0.0567 0.8168 0.0586
4515 0.1667 119.8333 0.0000 0.0000 0.0839 0.0728 2.3363
1502 0.1667 119.8333 0.0000 0.0000 0.2367 0.5272 2.3578
14A13 11.1667 108.8333 0.0000 0.0000 0.3404 2.8525 0.3711
1312 11.1944 108.8056 0.0000 0.0000 0.3113 2.9778 0.2689
1211 11.4375 108.5625 0.0000 0.0000 0.3191 5.0374 0.1752
1103 0.1667 119.8333 0.0000 0.0000 0.3501 4.0201 0.2647
0912 116.2500 3.7500 0.0000 0.0000 0.1099 1.1333 0.0010
0908 0.1667 119.8333 0.0000 0.0000 0.1049 0.1137 1.2091
0811 113.7222 3.2778 0.0000 3.0000 0.0313 0.3099 0.0064
0804 0.1667 119.8333 0.0000 0.0000 0.1303 0.1645 1.3072
0201 0.1667 119.8333 0.0000 0.0000 0.3533 3.3157 0.8729
50b50 109.6389 10.3611 0.0000 0.0000 0.0109 0.0527 0.0073
49b40 99.2153 20.7847 0.0000 0.0000 0.0182 0.0881 0.0127
51b50 82.6875 37.3125 0.0000 0.0000 0.0194 0.0942 0.0177
L610 4.5417 115.4583 0.0000 0.0000 0.2094 0.4015 0.9945
51b48 0.1667 119.8333 0.0000 0.0000 0.0670 0.0410 1.4386
5352o 78.4444 5.3194 0.0000 36.2361 0.0779 0.1538 0.0853
5352u 0.1667 119.8333 0.0000 0.0000 0.0452 0.0184 1.6497
5238o 89.3542 25.8125 0.0000 4.8333 0.0842 0.1674 0.0815
5238u 0.1667 119.8333 0.0000 0.0000 0.0630 0.0411 1.8926
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 0.0412 1.7006
5049u 5.0417 24.2778 0.0000 90.6806 0.0684 0.0388 0.2975
4948u 0.2500 119.7500 0.0000 0.0000 0.0633 0.0410 1.8816
4845o 93.2292 26.6458 0.0000 0.1250 0.0440 0.4386 0.0013
4845u 1.1667 118.8333 0.0000 0.0000 0.0913 0.0728 1.5320
4746o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.1365
4645o 114.4861 5.5139 0.0000 0.0000 0.0250 0.1308 0.0016
4645u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.3887
4140o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4140u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1138 1.2217
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 1.3372
3938o 94.4167 23.5833 0.0000 2.0000 0.0534 0.2657 0.0097
3938u 0.2500 119.7500 0.0000 0.0000 0.0420 0.0184 1.2868
3836o 89.8681 30.1319 0.0000 0.0000 0.0692 0.6469 0.0543
3836u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1637 1.8469
3635o 85.6458 0.0000 0.0000 34.3542 0.0684 0.6559 0.0885
3635u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 2.1284
3533o 72.3611 0.0000 0.0000 47.6389 0.1338 0.1827 0.4336
3533u 1.0000 0.0000 0.0000 119.0000 0.0396 0.0205 1.7483
2217o 115.4167 4.5833 0.0000 0.0000 0.0320 0.0752 0.0239
2217u 0.1667 119.8333 0.0000 0.0000 0.2267 0.4522 2.9022
2019o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 119.8333 0.0000 0.0000 0.1347 0.1634 1.7839
1918o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 119.8333 0.0000 0.0000 0.1679 0.2912 2.4662
1817o 105.5000 0.0000 0.0000 14.5000 0.0771 0.9178 0.0888
1817u 0.1667 119.8333 0.0000 0.0000 0.1825 0.2943 2.2185
1009o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1139 1.1536
0706o 110.0903 9.9097 0.0000 0.0000 0.0268 0.1799 0.0087
0706u 0.1667 119.8333 0.0000 0.0000 0.0893 0.0727 1.2377
0604o 101.8125 0.0000 0.0000 18.1875 0.0368 0.2618 0.0382
0604u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1135 2.5603
0504o 116.7222 0.0000 0.0000 3.2778 0.0079 0.0439 0.0024
0504u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.7943
0403o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 119.8333 0.0000 0.0000 0.2267 0.4516 2.1654
0302o 112.3958 0.0000 0.0000 7.6042 0.0071 0.0658 0.0004
0302u 0.1667 119.8333 0.0000 0.0000 0.3109 0.9868 0.5229
14b14ao 106.5208 13.4792 0.0000 0.0000 0.0324 1.0726 0.0138
14b14au 10.4444 109.5556 0.0000 0.0000 0.0839 0.0727 1.8077
*===========================================*
| Table E12. Mean Conduit Flow Information |
*===========================================*
Mean Total Mean Low Mean Mean Mean Mean
Conduit Flow Flow Percent Flow Froude Hydraulic Cross Conduit
Name (cms) (m^3) Change Weightng Number Radius Area Roughness
--------------- -------- -------- -------- -------- ------ -------- ------ ---------
5453 0.0178 128.3007 0.0002 0.9987 0.3553 0.0294 0.0651 3.1569
5047 0.0013 9.5774 0.0001 0.4607 0.4428 0.0012 0.0113 0.0350
4946 0.0049 35.0699 0.0001 0.6775 0.5553 0.0032 0.0310 0.0350
5145 0.0131 94.0979 0.0002 0.5867 0.5644 0.0052 0.0511 0.0350
4440 0.0238 171.6952 0.0004 0.9987 0.9109 0.0432 0.2640 1.2628
4342 0.0175 126.0011 0.0003 0.9987 0.8456 0.0168 0.0294 1.2628
4241 0.0338 243.6047 0.0006 0.9987 1.1121 0.0193 0.0384 1.2628
3736 0.0188 135.5350 0.0003 0.9987 0.7371 0.0187 0.1049 1.4031
3534 0.0106 76.4617 0.0006 0.1859 0.1308 0.0031 0.0523 0.0450
3422 0.0110 79.4556 0.0004 0.5342 0.3464 0.0066 0.0654 0.0450
3130 0.0277 199.5898 0.0005 0.9987 1.1184 0.0064 0.1279 2.4554
3024 0.1092 786.4263 0.0013 0.9987 1.4596 0.0679 0.0580 0.9120
3036 0.0130 93.8817 0.0006 0.2700 0.0257 0.0160 0.0949 0.0203
2827 0.0325 233.8256 0.0005 0.9987 1.0437 0.0148 0.0465 1.4031
2726 0.0132 94.7756 0.0010 0.1779 0.0362 0.0410 0.1993 0.0200
2629 0.0190 137.0712 0.0005 0.9987 0.1580 0.0250 0.1239 2.4554
2930 0.0731 526.4210 0.0012 0.9987 0.7540 0.0240 0.1130 1.4031
2725 0.0769 553.3515 0.0008 0.9987 1.1487 0.0615 0.0478 0.9120
2524 0.0766 551.6397 0.0009 0.9953 1.4917 0.0577 0.0415 0.0130
2422 0.1864 1342.3577 0.0020 0.9987 0.9241 0.0965 0.1192 0.9120
L575 0.0513 369.4678 0.0007 0.9987 0.4514 0.0227 0.1537 3.1569
2117 0.0280 201.8026 0.0010 0.9834 0.9839 0.0114 0.1123 0.0200
1714B -0.0155 -111.5549 0.0006 0.2467 0.0000 0.0123 0.1020 0.0207
1716 0.5250 3780.2426 0.0059 0.9987 0.6844 0.1710 0.3546 0.9120
1615 0.4457 3208.6913 0.0037 0.9958 0.6331 0.1646 0.2821 0.0130
1614A 0.0796 573.3038 0.0030 0.9823 0.1243 0.1532 0.2454 0.0130
4514B 0.0355 255.9261 0.0009 0.3425 0.2011 0.0118 0.1127 0.0208
4515 0.0785 565.2107 0.0007 0.9987 0.7482 0.0649 0.0515 0.9120
1502 0.5238 3771.6390 0.0041 0.9987 0.9591 0.1713 0.2781 0.9120
14A13 -0.2385 -1717.365 0.0038 0.9461 0.0005 0.1728 0.8719 0.1227
1312 0.2391 1721.5103 0.0037 0.9454 0.1168 0.1093 0.8130 0.1224
1211 0.2393 1723.1974 0.0041 0.9437 0.0710 0.1148 1.3085 0.1231
1103 0.3057 2201.1159 0.0041 0.9987 0.1114 0.1679 1.2022 8.7692
0912 0.0001 1.0155 0.0000 0.0306 0.0006 0.0333 0.3422 0.0450
0908 0.0291 209.8030 0.0005 0.9987 0.6795 0.0532 0.0358 0.9822
0811 0.0013 9.3265 0.0002 0.0537 0.0297 0.0068 0.0683 0.0450
0804 0.0551 397.0482 0.0008 0.9987 0.6190 0.0691 0.0611 0.9120
0201 1.1093 7987.1566 0.0135 0.9987 0.5141 0.1934 1.1360 2.8062
50b50 0.0013 9.6172 0.0001 0.0854 0.1512 0.0010 0.0050 0.0100
49b40 0.0052 37.3493 0.0002 0.1854 0.2941 0.0034 0.0113 0.0100
51b50 0.0132 95.1849 0.0003 0.3614 0.6725 0.0049 0.0223 0.0100
L610 0.1261 908.0735 0.0012 0.9820 0.4770 0.1345 0.1791 0.0130
51b48 0.0272 195.7598 0.0003 0.9987 0.7716 0.0444 0.0249 0.9822
5352o 0.0223 160.5021 0.0004 0.4079 0.4278 0.0171 0.0328 0.0350
5352u 0.0154 110.7766 0.0001 0.9984 1.2886 0.0295 0.0107 0.8982
5238o 0.0154 111.1557 0.0005 0.2915 0.2249 0.0147 0.0285 0.0350
5238u 0.0293 211.3121 0.0002 0.9987 1.1254 0.0397 0.0208 0.9120
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0018 0.0033 0.0350
3851u 0.0274 196.9500 0.0002 0.9987 0.7816 0.0432 0.0238 0.9120
5049u 0.0146 105.1269 0.0002 0.9798 1.1587 0.0324 0.0125 0.0140
4948u 0.0230 165.4617 0.0003 0.9987 0.5807 0.0378 0.0208 0.9822
4845o 0.0020 14.3327 0.0000 0.2493 0.0292 0.0098 0.0971 0.0350
4845u 0.0483 347.7133 0.0005 0.9958 0.9696 0.0530 0.0386 0.0130
4746o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0002 0.0002 0.0286
4746u 0.0321 231.1221 0.0003 0.9987 1.0593 0.0393 0.0243 0.9120
4645o 0.0001 0.6929 0.0000 0.0492 0.0020 0.0046 0.0210 0.0217
4645u 0.0372 267.6796 0.0004 0.9987 0.4226 0.0476 0.0352 0.9822
4140o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0216
4140u 0.0338 243.5917 0.0007 0.9987 1.0692 0.0484 0.0345 0.9120
4038o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0040 0.0196 0.0216
4038u 0.0658 473.6322 0.0007 0.9987 0.7802 0.0645 0.0697 0.9120
3938o 0.0039 27.9608 0.0001 0.2376 0.0777 0.0093 0.0459 0.0250
3938u 0.0086 61.8883 0.0001 0.9987 0.5856 0.0264 0.0095 0.8418
3836o 0.0240 172.9609 0.0008 0.2910 0.0787 0.0152 0.1109 0.0204
3836u 0.0931 670.6784 0.0009 0.9987 0.3324 0.0897 0.1021 0.9120
3635o 0.0523 376.8875 0.0020 0.3363 0.3396 0.0115 0.0841 0.0199
3635u 0.1205 867.5723 0.0013 0.9987 0.4721 0.1131 0.1422 0.9822
3533o 0.0777 559.2006 0.0011 0.3928 0.8560 0.0381 0.0483 0.0150
3533u 0.0486 349.6513 0.0001 0.9956 2.7325 0.0332 0.0191 0.0050
2217o 0.0005 3.4228 0.0001 0.0384 0.0141 0.0011 0.0020 0.0214
2217u 0.2666 1919.2420 0.0030 0.9987 0.6732 0.1248 0.1863 0.9120
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0201
2019u 0.0880 633.6416 0.0011 0.9987 1.7491 0.0679 0.0452 0.9120
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0040 0.0401 0.0261
1918u 0.1585 1141.1294 0.0021 0.9987 1.1717 0.0930 0.0951 0.9120
1817o 0.0300 216.3206 0.0015 0.1415 0.0653 0.0078 0.0696 0.0210
1817u 0.1728 1243.9067 0.0025 0.9987 0.8006 0.1057 0.1293 0.9120
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 0.0003 0.0247
1009u 0.0291 209.4990 0.0006 0.9987 1.1628 0.0452 0.0250 0.9822
0706o 0.0018 13.0498 0.0002 0.0890 0.0395 0.0019 0.0120 0.0209
0706u 0.0246 177.3084 0.0004 0.9987 0.7282 0.0460 0.0267 0.9120
0604o 0.0126 90.5611 0.0007 0.1644 0.2212 0.0031 0.0197 0.0206
0604u 0.0978 703.8868 0.0010 0.9987 1.5442 0.0623 0.0469 0.9120
0504o 0.0002 1.7674 0.0000 0.0260 0.0330 0.0002 0.0009 0.0208
0504u 0.0280 201.5169 0.0004 0.9987 0.8191 0.0465 0.0263 0.9120
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0403u 0.2495 1796.6703 0.0034 0.9987 1.1057 0.1164 0.1514 0.9120
0302o 0.0001 0.6591 0.0000 0.0812 0.0434 0.0003 0.0029 0.0287
0302u 0.5576 4014.3737 0.0022 0.9987 0.1557 0.1728 0.4668 0.4911
14b14ao 0.0046 32.8781 0.0003 0.1340 0.0188 0.0036 0.0900 0.0350
14b14au 0.0297 213.5796 0.0004 0.9521 0.1637 0.0683 0.0538 0.0140
FREE # 1 1.1095 7988.2870
*===============================================================*
| 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 0.0830 0.0000 0.5420 0.0930 0.1235 9.0444 8.4930 Max Flow
5047 0.0220 0.0000 1.1037 0.0080 0.0102 5.7128 4.6080 Max Flow
4946 0.0560 0.0000 0.9940 0.0148 0.0204 5.0223 4.0187 Max Flow
5145 0.0863 0.0000 1.7241 0.0197 0.0210 4.8212 3.0218 Max Flow
4440 0.1240 0.0000 0.0040 0.1021 0.0794 8.0795 6.4757 Max Flow
4342 0.0919 0.0000 0.3953 0.0905 0.0691 9.2695 8.3940 Max Flow
4241 0.1792 0.0000 0.6987 0.1179 0.0937 8.3940 7.6937 Max Flow
3736 0.0994 0.0000 0.0414 0.0705 0.0596 7.0600 5.6889 Max Flow
3534 0.2148 0.0000 0.2153 0.0254 0.0366 5.0446 4.8254 Max Flow
3422 0.1507 0.0000 0.4335 0.0285 0.0505 4.6668 4.2285 Max Flow
3130 0.1560 0.0000 1.6898 0.0180 0.0199 7.5204 5.7213 Max Flow
3024 0.3957 0.9913 0.9630 0.4174 0.3207 5.6383 3.6723 Max Flow
3036 0.2604 0.0000 0.0301 0.1031 0.1164 5.7366 5.6997 Max Flow
2827 0.1700 0.0000 1.5989 0.0877 0.0719 8.3726 6.7719 Max Flow
2726 0.2442 0.0000 0.0022 0.0248 0.0218 6.7221 6.6644 Max Flow
2629 0.2132 0.0000 0.1477 0.0956 0.1582 6.6703 6.5171 Max Flow
2930 0.4481 0.0000 0.7793 0.1274 0.1166 6.5171 5.7366 Max Flow
2725 0.2604 0.8543 0.6075 0.3506 0.3750 6.7071 5.2205 Max Flow
2524 0.2615 0.4673 1.5802 0.3509 0.2894 5.2943 3.2025 Max Flow
2422 0.6225 0.2549 0.3962 0.5103 0.3847 3.7040 3.0598 Max Flow
L575 0.2538 0.0000 1.3208 0.0880 0.1054 4.8178 3.4880 Max Flow
2117 0.1623 0.0000 0.0511 0.0295 0.0401 3.0408 2.9887 Max Flow
1714B 0.0000 0.0000 0.0000 0.0000 0.0000 2.8994 2.8994 Max Flow
1716 2.0238 -0.1607 0.1593 0.8096 0.6118 3.0273 3.0161 Max Flow
1615 1.1993 0.4137 0.3098 0.6624 0.7500 3.0164 2.2909 Max Flow
1614A 0.8244 0.3940 0.0544 0.5626 0.6537 3.0164 2.5671 Max Flow
4514B 0.2774 0.0000 0.0691 0.1060 0.0895 3.5895 3.0233 Max Flow
4515 0.1729 0.6441 0.9999 1.0050 0.2207 3.5050 1.8581 Max Flow
1502 1.3523 -0.2072 0.7616 0.6962 0.8250 2.2941 1.7648 Max Flow
14A13 0.0009 0.0000 0.0001 0.0044 0.0189 1.9132 1.9130 Max Flow
1312 1.2760 0.0000 0.1918 0.3779 0.6338 2.4913 2.2982 Max Flow
1211 1.2528 0.0000 0.1670 0.3860 0.6221 2.3027 2.1162 Max Flow
1103 1.3852 0.0000 0.3029 0.3221 0.7930 2.1237 1.8147 Max Flow
0912 0.0092 0.0000 0.0002 0.0024 0.0040 3.5070 2.2394 Max Flow
0908 0.1337 0.1593 0.3299 0.2696 0.2587 3.5012 3.0117 Max Flow
0811 0.0620 0.0000 0.9863 0.0160 0.0240 3.0253 2.0246 Max Flow
0804 0.2386 0.2010 0.3458 0.3438 0.4500 2.9998 2.4490 Max Flow
0201 3.4609 0.0000 0.1201 0.5344 0.7303 1.7804 1.6603 Max Flow
50b50 0.0345 0.0000 0.1960 0.0172 0.0080 5.9093 5.7123 Max Flow
49b40 0.0596 0.0000 0.0973 0.0244 0.0139 5.2147 5.0226 Max Flow
51b50 0.0842 0.0000 0.1540 0.0315 0.0177 5.0181 4.8214 Max Flow
L610 0.4978 0.3439 0.2727 0.4344 0.3793 3.1797 2.6214 Max Flow
51b48 0.0660 0.3166 0.5123 0.2058 0.2250 4.7604 3.9281 Max Flow
5352o 0.1545 0.0000 1.2325 0.0905 0.0831 8.4831 7.1862 Max Flow
5352u 0.0364 0.0820 2.0978 1.0103 0.1500 8.4104 6.2349 Max Flow
5238o 0.1471 0.0000 0.9081 0.0875 0.0862 7.1865 6.0982 Max Flow
5238u 0.0732 0.1510 1.0460 0.2107 0.1837 7.1108 5.9075 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0599 0.1540 0.9303 0.1996 0.1676 6.0996 5.0161 Max Flow
5049u 0.0544 0.1495 0.5472 0.1924 0.1749 5.9103 5.2143 Max Flow
4948u 0.0692 0.0860 0.5245 0.2083 0.2250 5.2139 4.6018 Max Flow
4845o 0.0119 0.0000 0.0035 0.0043 0.0079 4.6079 3.5894 Max Flow
4845u 0.1136 0.4366 0.8080 0.2583 0.2160 4.5556 3.3023 Max Flow
4746o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746u 0.0870 0.2449 0.1970 0.2297 0.1641 4.4571 4.0149 Max Flow
4645o 0.0039 0.0000 0.0016 0.0180 0.0185 4.0193 3.5891 Max Flow
4645u 0.0946 0.0756 0.3549 0.2390 0.2138 4.0191 3.5888 Max Flow
4140o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4140u 0.1780 0.4284 0.3258 0.3088 0.2038 7.2352 6.4819 Max Flow
4038o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4038u 0.2111 0.0833 0.3670 0.3237 0.3013 6.5391 6.0892 Max Flow
3938o 0.0436 0.0000 0.0346 0.0198 0.0191 7.0198 6.0972 Max Flow
3938u 0.0248 0.3182 0.8463 0.1385 0.1169 7.0143 5.8701 Max Flow
3836o 0.2492 0.0000 0.0868 0.1014 0.0994 6.0996 5.6968 Max Flow
3836u 0.2632 0.1012 0.3346 0.3602 0.3050 6.0705 5.6349 Max Flow
3635o 0.5794 0.0597 0.1505 0.1041 0.1001 5.7003 5.5501 Max Flow
3635u 0.3882 0.9849 0.1992 0.4158 0.2713 5.6222 4.4309 Max Flow
3533o 0.4341 -0.2182 0.1856 0.2676 0.1804 5.0446 4.8604 Max Flow
3533u 0.0627 0.8271 0.2175 1.0446 0.1000 5.0446 4.0000 Max Flow
2217o 0.0269 0.0000 0.1849 0.0540 0.0543 3.4549 3.0262 Max Flow
2217u 0.9268 0.2189 0.2402 0.5950 0.7500 3.3504 2.8899 Max Flow
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2019u 0.3886 1.0260 0.5528 0.4159 0.2537 6.7714 5.1946 Max Flow
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1918u 0.7265 0.5277 1.4523 0.5395 0.3950 5.1910 3.1843 Max Flow
1817o 0.5100 0.0000 0.0852 0.1332 0.1846 3.1861 3.0832 Max Flow
1817u 0.6493 0.2221 0.2441 0.5188 0.6000 3.0170 2.5559 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.1531 0.3291 0.4357 0.2882 0.2168 4.2707 3.5060 Max Flow
0706o 0.0489 0.0000 0.1271 0.0202 0.0200 5.0206 4.5426 Max Flow
0706u 0.0873 0.2563 0.2373 0.2301 0.1849 5.0062 4.5126 Max Flow
0604o 0.2316 0.0000 1.6972 0.0547 0.0429 4.5435 2.8429 Max Flow
0604u 0.3078 0.5238 1.7321 1.0001 0.3036 4.5001 2.2427 Max Flow
0504o 0.0132 0.0000 1.5010 0.0075 0.0065 4.3098 2.8065 Max Flow
0504u 0.1335 0.5822 1.1687 0.2731 0.2157 4.3086 2.5514 Max Flow
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0403u 1.1159 0.7185 0.1893 0.6443 0.4095 2.7027 1.7663 Max Flow
0302o 0.0038 0.0000 0.0211 0.0013 0.0082 1.8328 1.8113 Max Flow
0302u 0.6837 0.0454 0.0018 0.2766 0.1671 1.7797 1.7329 Max Flow
14b14ao 0.1191 0.0000 0.0736 0.0430 0.0420 3.0324 2.5794 Max Flow
14b14au 0.1219 0.3170 0.1789 0.2654 0.2360 2.9604 2.4622 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 21.1667 98.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 21.8333 26.5000 71.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4946 32.3333 43.0000 44.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5145 33.1667 30.6667 56.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4440 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4241 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 2.3333 14.6667 103.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 0.8333 57.3333 61.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 16.3333 103.5000 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 27.3333 92.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2629 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 1.8333 46.1667 72.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 97.5000 0.0000 7.5000 0.0000 13.8333 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 94.5000 1.5000 0.0000 11.6667 11.1667 0.0000 None
L575 12.0000 107.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 18.6667 97.0000 4.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 25.1667 94.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.5000 0.6667 60.5000 26.8333 0.0000 12.0000 19.5000 0.0000 None
1615 0.6667 19.0000 1.6667 3.6667 33.6667 0.0000 61.3333 0.0000 None
1614A 0.1667 3.5000 0.0000 84.6667 16.8333 12.5000 2.3333 0.0000 None
4514B 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 102.5000 17.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 108.8333 11.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 3.5000 105.3333 11.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 108.6667 11.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.3333 119.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 3.6667 116.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 101.3333 1.0000 0.0000 6.6667 9.8333 0.0000 None
0811 1.3333 5.0000 113.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 39.8333 47.5000 0.0000 20.8333 0.0000 11.8333 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 0.0000 114.3333 0.0000 0.0000 0.0000 5.6667 0.0000 None
51b48 3.5000 1.0000 60.6667 0.0000 45.3333 0.0000 9.5000 0.0000 None
5352o 0.5000 10.8333 108.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.1667 1.0000 116.8333 0.0000 1.1667 0.0000 0.8333 0.0000 None
5238o 4.8333 21.0000 94.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851u 0.0000 1.1667 81.6667 0.0000 0.0000 0.0000 37.1667 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 78.1667 1.5000 24.5000 12.8333 1.8333 0.0000 None
4845o 0.1667 26.5000 93.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 0.1667 119.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.6667 0.5000 93.1667 1.1667 0.0000 6.8333 17.6667 0.0000 None
4645o 0.0000 5.5000 114.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 74.5000 4.1667 0.0000 38.5000 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 80.1667 13.8333 0.0000 21.0000 3.8333 0.0000 None
3938o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3938u 0.3333 0.8333 88.6667 0.0000 0.0000 0.0000 30.1667 0.0000 None
3836o 0.0000 18.6667 101.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 70.5000 1.1667 0.0000 38.6667 8.5000 0.0000 None
3635o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635u 0.8333 0.3333 18.8333 62.0000 0.0000 31.6667 6.3333 0.0000 None
3533o 0.0000 0.0000 119.3333 0.0000 0.0000 0.0000 0.6667 0.0000 None
3533u 0.0000 0.0000 60.5000 0.0000 0.0000 0.0000 59.5000 0.0000 None
2217o 0.0000 4.5000 115.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 38.0000 66.1667 0.1667 0.0000 15.6667 0.0000 0.0000 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 10.5000 4.0000 105.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 4.0000 56.1667 4.6667 11.8333 9.3333 34.0000 0.0000 None
1009o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.6667 0.5000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 7.5000 112.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 97.8333 0.5000 0.0000 18.8333 1.6667 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 The text continues on section 5.