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m20y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:22.
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 82.8000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 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 1900 540 N37#2 3804 1080 N31#1 1900 540
N31#2 3808 1080 N28#1 1900 540 N28#2 3804 1080
N27#1 1892 540 N27#2 3752 1080 N35#1 1916 540
N35#2 1916 540 N21#1 1888 540 N21#2 3800 1080
N20#1 1844 540 N20#2 1740 540 N19#1 1904 540
N19#2 3736 1080 N18#1 1884 540 N18#2 3764 1080
N17#1 1908 540 N17#2 3840 1080 N54#1 1920 540
N54#2 1876 540 N53#1 1732 540 N53#2 1884 540
N52#1 1916 540 N52#2 3816 1080 N44#1 1908 540
N44#2 3916 1080 N43#1 1888 540 N43#2 1884 540
N42#1 1912 540 N42#2 4148 1080 N40#1 1908 540
N40#2 3888 1080 N39#1 1908 540 N39#2 3808 1080
N38#1 1844 540 N38#2 3772 1080 N51B#1 1916 540
N51B#2 3816 1080 N50B#1 1908 540 N50B#2 3900 1080
N47#1 1924 540 N47#2 3760 1080 N45#1 1924 540
N45#2 3768 1080 N10#1 1896 540 N10#2 1872 540
N8#1 1896 540 N8#2 1860 540 N7#1 1892 540
N7#2 1860 540 N6#1 1876 540 N6#2 1800 540
N5#1 1896 540 N5#2 1872 540 N4#1 1892 540
N4#2 1860 540 N11#1 1808 540 N11#2 3780 1080
N2#1 1888 540 N2#2 3768 1080 N49B#1 1920 540
N49B#2 3820 1080 N23#1 1892 540 N23#2 3820 1080
N22#1 1892 540 N22#2 1884 540 N26#1 1888 540
N26#2 1844 540 N29#1 1904 540 N29#2 3776 1080
N30#1 1908 540 N30#2 3816 1080 N36#1 1900 540
N36#2 3804 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 82.8000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.116641E+04 82.800
Total Infiltration 1.369598E+02 1.016
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.103302E+04 81.811
Total Water remaining in Surface Storage 3.521040E+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......... 1.117350E+04 82.853
Total Precipitation + Initial Storage. 1.116641E+04 82.800
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0635
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 1.103302E+04 81.811
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 1.102834E+04 81.776
Initial Storage + Inflow.................... 1.103302E+04 81.811
Final Storage + Outflow + Diverted GW....... 1.102834E+04 81.776
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0425
##################################################
# 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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.86772 0.00000 80.86977 0.00000 80.86709
Total Losses (mm)...... 0.00000 1.91844 0.00000 1.91732 0.00000 1.91878
Remaining Depth (mm)... 0.00000 0.01384 0.00000 0.01292 0.00000 0.01413
Peak Runoff Rate (cms). 0.00000 0.05484 0.00000 0.08339 0.00000 0.10248
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.85624 82.90454 82.85621 82.90653 82.85657 82.91449
Peak Runoff Rate (cms). 0.05637 0.02495 0.08267 0.03782 0.09523 0.03633
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.85624 82.90454 82.85621 82.90653 82.85657 82.91449
Peak Runoff Rate (cms). 0.05637 0.02495 0.08267 0.03782 0.09523 0.03633
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 82.85624 81.47877 82.85621 81.48080 82.85657 81.37894
Peak Runoff Rate (cms). 0.05637 0.07979 0.08267 0.12120 0.09523 0.13881
Unit Runoff (mm/hr).... 227.35722 222.79940 227.35000 223.33899 227.43650 221.97874
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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.83139 0.00000 80.93080 0.00000 80.87685
Total Losses (mm)...... 0.00000 1.93186 0.00000 1.86776 0.00000 1.91306
Remaining Depth (mm)... 0.00000 0.03675 0.00000 0.00144 0.00000 0.01009
Peak Runoff Rate (cms). 0.00000 0.17009 0.00000 0.01331 0.00000 0.09080
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.84049 82.86712 82.89632 0.00000 82.83494 82.86940
Peak Runoff Rate (cms). 0.12819 0.10292 0.03196 0.00000 0.00061 0.11495
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.84049 82.86712 82.89632 0.00000 82.83494 82.86940
Peak Runoff Rate (cms). 0.12819 0.10292 0.03196 0.00091 0.00061 0.11495
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 82.84049 81.54389 82.89632 80.93080 82.83494 81.97275
Peak Runoff Rate (cms). 0.12819 0.27301 0.03196 0.01331 0.00061 0.20576
Unit Runoff (mm/hr).... 222.64569 213.12917 232.04445 230.09190 220.64196 226.33542
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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.70035 0.00000 80.80860 0.00000 80.80971
Total Losses (mm)...... 0.00000 1.94538 0.00000 1.93626 0.00000 1.93609
Remaining Depth (mm)... 0.00000 0.15427 0.00000 0.05514 0.00000 0.05420
Peak Runoff Rate (cms). 0.00000 0.14187 0.00000 0.24777 0.00000 0.20908
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.78632 0.00000 82.86751 82.85605 82.82954 82.92185
Peak Runoff Rate (cms). 0.40493 0.00000 0.07844 0.15495 0.05419 0.02753
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.78632 0.00000 82.86751 82.85605 82.82954 82.92185
Peak Runoff Rate (cms). 0.40493 0.01147 0.07844 0.15495 0.05419 0.02753
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 82.78632 80.70035 82.86751 81.52521 82.82954 81.02093
Peak Runoff Rate (cms). 0.40493 0.14187 0.07844 0.40273 0.05419 0.23661
Unit Runoff (mm/hr).... 201.63236 164.53754 229.61816 206.77695 218.57872 199.74855
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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.84618 0.00000 80.85207 0.00000 80.86206
Total Losses (mm)...... 0.00000 1.92768 0.00000 1.92558 0.00000 1.92132
Remaining Depth (mm)... 0.00000 0.02614 0.00000 0.02235 0.00000 0.01663
Peak Runoff Rate (cms). 0.00000 0.05733 0.00000 0.12415 0.00000 0.13902
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.87120 82.93565 82.90794 0.00000 82.64930 0.00000
Peak Runoff Rate (cms). 0.01712 0.00704 0.00064 0.00000 0.00045 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.87120 82.93565 82.90794 0.00000 82.64930 0.00000
Peak Runoff Rate (cms). 0.01712 0.00704 0.00064 0.00002 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) 82.87120 81.05513 82.90794 80.85207 82.64930 80.86206
Peak Runoff Rate (cms). 0.01712 0.06437 0.00064 0.12415 0.00045 0.13902
Unit Runoff (mm/hr).... 230.16272 212.42264 232.29755 212.58461 162.80314 216.58050
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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.87567 0.00000 80.86347 0.00000 80.86320
Total Losses (mm)...... 0.00000 1.91381 0.00000 1.92063 0.00000 1.92076
Remaining Depth (mm)... 0.00000 0.01052 0.00000 0.01590 0.00000 0.01603
Peak Runoff Rate (cms). 0.00000 0.02564 0.00000 0.08305 0.00000 0.12436
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.89354 82.92235 82.87030 82.93863 82.83494 0.00000
Peak Runoff Rate (cms). 0.01789 0.00896 0.07731 0.01099 0.00061 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.89354 82.92235 82.87030 82.93863 82.83494 0.00000
Peak Runoff Rate (cms). 0.01789 0.00896 0.07731 0.01099 0.00061 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 82.89354 81.38734 82.87030 81.09174 82.83494 80.86320
Peak Runoff Rate (cms). 0.01789 0.03460 0.07731 0.09403 0.00061 0.12436
Unit Runoff (mm/hr).... 231.94639 224.28692 230.03801 218.81422 220.64196 217.02759
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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.88625 0.00000 80.87413 0.00000 80.86914
Total Losses (mm)...... 0.00000 1.90659 0.00000 1.91476 0.00000 1.91767
Remaining Depth (mm)... 0.00000 0.00716 0.00000 0.01111 0.00000 0.01319
Peak Runoff Rate (cms). 0.00000 0.05015 0.00000 0.01501 0.00000 0.03844
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.87847 82.92942 82.87603 82.93722 82.87069 82.91423
Peak Runoff Rate (cms). 0.06363 0.00576 0.02860 0.00279 0.03676 0.01431
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.87847 82.92942 82.87603 82.93722 82.87069 82.91423
Peak Runoff Rate (cms). 0.06363 0.00576 0.02860 0.00279 0.03676 0.01431
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 82.87847 81.09056 82.87603 81.18359 82.87069 81.40086
Peak Runoff Rate (cms). 0.06363 0.05591 0.02860 0.01780 0.03676 0.05276
Unit Runoff (mm/hr).... 230.99111 225.51602 230.74602 222.76292 230.09265 222.67997
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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.83754 0.00000 80.87977 0.00000 80.88797
Total Losses (mm)...... 0.00000 1.93028 0.00000 1.91115 0.00000 1.90531
Remaining Depth (mm)... 0.00000 0.03217 0.00000 0.00908 0.00000 0.00672
Peak Runoff Rate (cms). 0.00000 0.06532 0.00000 0.04651 0.00000 0.04169
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.78701 82.88855 82.89738 82.92597 82.87094 82.93712
Peak Runoff Rate (cms). 0.05450 0.02573 0.03261 0.01617 0.06593 0.01076
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.78701 82.88855 82.89738 82.92597 82.87094 82.93712
Peak Runoff Rate (cms). 0.05450 0.02573 0.03261 0.01617 0.06593 0.01076
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 82.78701 81.37081 82.89738 81.39132 82.87094 81.29780
Peak Runoff Rate (cms). 0.05450 0.09104 0.03261 0.06268 0.06593 0.05244
Unit Runoff (mm/hr).... 201.88669 213.21951 232.07721 225.27860 230.12731 226.63574
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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.81970 0.00000 80.82792 0.00000 80.84654
Total Losses (mm)...... 0.00000 1.93436 0.00000 1.93266 0.00000 1.92756
Remaining Depth (mm)... 0.00000 0.04594 0.00000 0.03941 0.00000 0.02590
Peak Runoff Rate (cms). 0.00000 0.14894 0.00000 0.13936 0.00000 0.06374
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.91924 82.89833 82.92340 82.90280 82.85220 0.00000
Peak Runoff Rate (cms). 0.02305 0.03798 0.02113 0.03500 0.14339 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.91924 82.89833 82.92340 82.90280 82.85220 0.00000
Peak Runoff Rate (cms). 0.02305 0.03798 0.02113 0.03500 0.14339 0.00406
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 82.91924 81.19385 82.92340 81.20140 82.85220 80.84654
Peak Runoff Rate (cms). 0.02305 0.18692 0.02113 0.17436 0.14339 0.06374
Unit Runoff (mm/hr).... 232.39616 205.61247 232.41308 208.20441 226.31250 210.34399
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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.83697 0.00000 80.83802 0.00000 80.78475
Total Losses (mm)...... 0.00000 1.93044 0.00000 1.93015 0.00000 1.93937
Remaining Depth (mm)... 0.00000 0.03259 0.00000 0.03183 0.00000 0.07588
Peak Runoff Rate (cms). 0.00000 0.05688 0.00000 0.05586 0.00000 0.15245
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.84702 0.00000 82.84549 0.00000 82.81737 0.00000
Peak Runoff Rate (cms). 0.13624 0.00000 0.12977 0.00000 0.40451 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.84702 0.00000 82.84549 0.00000 82.81737 0.00000
Peak Runoff Rate (cms). 0.13624 0.00386 0.12977 0.00367 0.40451 0.01145
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 82.84702 80.83697 82.84549 80.83802 82.81737 80.78475
Peak Runoff Rate (cms). 0.13624 0.05688 0.12977 0.05586 0.40451 0.15245
Unit Runoff (mm/hr).... 224.80045 206.48959 224.32011 206.90901 213.73932 187.58976
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N5#1 N5#2 N4#1 N4#2 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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.84349 0.00000 80.83658 0.00000 80.81412
Total Losses (mm)...... 0.00000 1.92854 0.00000 1.93055 0.00000 1.93536
Remaining Depth (mm)... 0.00000 0.02796 0.00000 0.03288 0.00000 0.05052
Peak Runoff Rate (cms). 0.00000 0.05933 0.00000 0.11027 0.00000 0.40189
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.84976 0.00000 82.84508 0.00000 82.75117 82.93186
Peak Runoff Rate (cms). 0.13985 0.00000 0.28039 0.00000 0.00052 0.04108
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.84976 0.00000 82.84508 0.00000 82.75117 82.93186
Peak Runoff Rate (cms). 0.13985 0.00396 0.28039 0.00794 0.00052 0.04108
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 82.84976 80.84349 82.84508 80.83658 82.75117 80.98354
Peak Runoff Rate (cms). 0.13985 0.05933 0.28039 0.11027 0.00052 0.44297
Unit Runoff (mm/hr).... 225.62410 209.10899 224.18687 206.33442 189.51291 200.49926
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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.81954 0.00000 80.88403 0.00000 80.89862
Total Losses (mm)...... 0.00000 1.93439 0.00000 1.90820 0.00000 1.89685
Remaining Depth (mm)... 0.00000 0.04607 0.00000 0.00777 0.00000 0.00453
Peak Runoff Rate (cms). 0.00000 0.16342 0.00000 0.04863 0.00000 0.16660
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.83494 82.92590 82.90190 82.92952 82.84586 82.89193
Peak Runoff Rate (cms). 0.00061 0.02113 0.03390 0.01681 0.00062 0.20764
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.83494 82.92590 82.90190 82.92952 82.84586 82.89193
Peak Runoff Rate (cms). 0.00061 0.02113 0.03390 0.01681 0.00062 0.20764
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 82.83494 81.03017 82.90190 81.39540 82.84586 81.99494
Peak Runoff Rate (cms). 0.00061 0.18455 0.03390 0.06543 0.00062 0.37424
Unit Runoff (mm/hr).... 220.64196 203.00501 232.19277 226.21786 224.43751 229.86501
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 See the original
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Full text of sections 2 to 4 (of 6)
Section 2
0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N22#1 N22#2 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).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.86539 0.00000 80.81782 0.00000 80.84473
Total Losses (mm)...... 0.00000 1.91966 0.00000 1.93471 0.00000 1.92815
Remaining Depth (mm)... 0.00000 0.01494 0.00000 0.04747 0.00000 0.02712
Peak Runoff Rate (cms). 0.00000 0.12784 0.00000 0.01920 0.00000 0.16746
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.84120 0.00000 82.83513 0.00000 82.86499 82.86351
Peak Runoff Rate (cms). 0.00061 0.00000 0.01398 0.00000 0.08334 0.13243
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.84120 0.00000 82.83513 0.00000 82.86499 82.86351
Peak Runoff Rate (cms). 0.00061 0.00002 0.01398 0.00040 0.08334 0.13243
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 82.84120 80.86539 82.83513 80.81782 82.86499 81.69262
Peak Runoff Rate (cms). 0.00061 0.12784 0.01398 0.01920 0.08334 0.29989
Unit Runoff (mm/hr).... 222.89122 217.87174 220.70980 199.09316 229.19354 217.72194
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).... 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.87890 0.00000 80.86555
Total Losses (mm)...... 0.00000 1.91173 0.00000 1.91959
Remaining Depth (mm)... 0.00000 0.00937 0.00000 0.01487
Peak Runoff Rate (cms). 0.00000 0.06671 0.00000 0.07450
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.87062 82.92136 82.85734 82.90873
Peak Runoff Rate (cms). 0.05831 0.02576 0.06584 0.02937
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.87062 82.92136 82.85734 82.90873
Peak Runoff Rate (cms). 0.05831 0.02576 0.06584 0.02937
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 82.87062 81.43037 82.85734 81.41721
Peak Runoff Rate (cms). 0.05831 0.09246 0.06584 0.10388
Unit Runoff (mm/hr).... 230.08241 225.26737 227.61970 221.81144
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
250.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
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| |
| ##### |
| # # |
| # # |
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200.000 = # # =
| # # |
| # # |
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| # # |
| # # |
| # # |
| ###### # # |
| # # # # |
| # # # # |
150.000 = # # # # =
| # # # # |
| # # # # |
RAINFALL | # # # # |
| # # # # |
IN | # # # # |
| # ##### # |
MM/HR | # # |
| # # |
| # # |
100.000 = # ##### =
| # # |
| # ##### |
| # # |
| # # |
| # # |
| ##### # |
| # # |
| # # |
| # ##### |
50.000 = # ###### =
| # # |
##### # |
# # |
# ##### |
# ##### |
# ##### |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE
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 115.0000
N53 2.0911 5.2277 80.0000
N52 1.8225 4.5562 15.0000
N38 1.9294 4.8235 330.0000
N51B 2.3522 5.8805 125.0000
N48 3.1393 7.8482 5.0000
N50B 2.7218 6.8046 180.0000
N49B 2.1190 5.2975 30.0000
N47 0.4811 1.2028 310.0000
N46 0.5098 1.2745 5.0000
N45 1.8650 4.6624 10.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 1.2902 3.2254 135.0000
N44 50.0000 50.0000 0.0000
N40 2.3943 5.9856 85.0000
N39 1.7928 4.4820 20.0000
N37 50.0000 50.0000 0.0000
N36 0.8020 2.0050 3800.0000
N35 17.9793 44.9483 0.0000
N34 0.5548 1.3871 100.0000
N33 1.3853 3.4632 50.0000
N31 50.0000 50.0000 0.0000
N30 0.9231 2.3078 45.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 1.4155 3.5388 95.0000
N26 50.0000 50.0000 0.0000
N25 2.0768 5.1920 5.0000
N24 0.8071 2.0179 430.0000
N23 29.2432 50.0000 0.0000
N22 0.3450 0.8625 20.0000
N21 2.1883 5.4709 105.0000
N20 0.8344 2.0860 30.0000
N19 0.2720 0.6800 145.0000
N18 1.2478 3.1196 90.0000
N17 4.6620 11.6549 0.0000
N16 3.0381 7.5954 0.0000
N15 6.6025 16.5062 0.0000
N14B 0.4766 1.1915 100.0000
N14A 17.2855 43.2138 0.0000
N13 17.3355 43.3389 0.0000
N12 19.5619 48.9048 0.0000
N11 45.4774 50.0000 0.0000
N10 1.2066 3.0164 45.0000
N9 2.1697 5.4241 345.0000
N8 0.9327 2.3318 15.0000
N7 1.1296 2.8239 65.0000
N6 1.1073 2.7681 20.0000
N5 1.8095 4.5238 240.0000
N4 0.8602 2.1504 10.0000
N3 30.5693 50.0000 0.0000
N2 13.3763 33.4406 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 32.2727 32.2727 50.0000 4.8333 0.0005 0.2256 Normal Soln
5047 50.0000 50.0000 50.0000 0.0000 0.0009 0.0463 Normal Soln
4946 50.0000 50.0000 50.0000 0.0000 0.0011 0.0681 Normal Soln
5145 50.0000 50.0000 50.0000 0.0000 0.0012 0.0635 Normal Soln
4440 26.9633 26.9633 40.1644 0.0000 0.0023 0.0385 Normal Soln
4342 15.2980 15.2980 26.8221 0.0000 0.0012 0.0295 Normal Soln
4241 11.7952 11.7952 18.2323 0.0000 0.0016 0.0667 Normal Soln
3736 43.5376 43.5376 50.0000 0.0000 0.0013 0.0202 Normal Soln
3534 6.6232 6.6232 16.1237 0.0000 0.0100 0.4729 Normal Soln
3422 22.7277 22.7277 50.0000 0.0000 0.0075 0.3567 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0025 0.0335 Normal Soln
3024 8.1501 8.1501 19.2542 0.0000 -0.0066 1.9814 Normal Soln
3036 11.9259 11.9259 36.1965 0.0000 -0.0103 0.1870 Normal Soln
2827 29.8149 29.8149 47.8179 0.0000 0.0013 0.0329 Normal Soln
2726 8.0966 8.0966 50.0000 0.0000 -0.0043 0.0500 Normal Soln
2629 33.2063 33.2063 50.0000 0.0000 0.0022 0.3269 Normal Soln
2930 24.7850 24.7850 45.3288 0.0000 0.0040 0.1286 Normal Soln
2725 4.9456 4.9456 12.3771 0.0000 0.0041 2.4080 Normal Soln
2524 14.6033 14.6033 32.6614 0.0000 -0.0042 2.1599 Normal Soln
2422 6.3496 6.3496 17.4268 0.0000 -0.0408 1.9833 Normal Soln
L575 46.0369 46.0369 50.0000 0.0000 -0.0066 0.1996 Normal Soln
2117 7.5716 7.5716 23.9506 0.0000 0.0033 0.0956 Normal Soln
1714B 20.2796 20.2796 50.0000 0.0000 0.0066 0.2788 Normal Soln
1716 4.6419 4.6419 12.7893 0.0000 -0.0204 1.4597 Normal Soln
1615 3.9375 3.9375 9.9197 0.0000 -0.0130 3.4723 Normal Soln
1614A 1.7820 1.7820 5.2634 0.0000 -0.0260 3.3598 Normal Soln
4514B 16.1143 16.1143 27.0747 0.0000 0.0026 0.0282 Normal Soln
4515 5.7466 5.7466 13.2151 0.0000 0.0032 2.1373 Normal Soln
1502 15.1813 15.1813 33.6373 0.0000 0.0060 4.5328 Normal Soln
14A13 4.0328 4.0328 18.5326 0.0000 -0.0106 0.3151 Normal Soln
1312 6.2401 6.2401 27.9634 0.0000 0.0109 0.3256 Normal Soln
1211 15.4505 15.4505 50.0000 0.0000 0.0090 0.2233 Normal Soln
1103 15.6967 15.6967 50.0000 0.0000 0.0056 0.1513 Normal Soln
0912 28.1941 28.1941 50.0000 0.0000 0.0011 0.0152 Normal Soln
0908 11.4115 11.4115 41.7327 0.0000 0.0018 2.2273 Normal Soln
0811 33.5598 33.5598 50.0000 0.0000 0.0030 0.0573 Normal Soln
0804 10.7381 10.7381 33.0919 0.0000 -0.0037 2.9420 Normal Soln
0201 3.0583 3.0583 7.3204 0.0000 -0.2676 0.1142 Normal Soln
50b50 8.4381 8.4381 12.6703 0.0000 0.0017 0.0128 Normal Soln
49b40 7.8632 7.8632 12.2710 0.0000 0.0052 0.0151 Normal Soln
51b50 6.7729 6.7729 9.9287 0.0000 0.0015 0.0184 Normal Soln
L610 26.1375 26.1375 50.0000 0.0000 0.0090 1.4154 Normal Soln
51b48 4.1828 4.1828 13.0616 0.0000 0.0017 4.2563 Normal Soln
5352o 15.3078 15.3078 29.1685 0.0000 0.0013 0.3812 Normal Soln
5352u 6.6858 6.6858 16.7331 0.0000 0.0014 3.5624 Normal Soln
5238o 16.4524 16.4524 33.0862 0.0000 0.0018 0.2819 Normal Soln
5238u 8.1032 8.1032 23.2966 0.0000 0.0011 2.2376 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.1149 11.1149 36.9234 0.0000 0.0019 2.1724 Normal Soln
5049u 12.9634 12.9634 26.3138 0.0000 0.0046 2.0075 Normal Soln
4948u 3.8786 3.8786 11.7415 0.0000 0.0025 3.0045 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 -0.0001 0.0104 Normal Soln
4845u 12.7157 12.7157 37.3659 0.0000 -0.0026 1.9265 Normal Soln
4746o 29.5466 29.5466 50.0000 0.0000 0.0007 0.0031 Normal Soln
4746u 5.4201 5.4201 17.8427 0.0000 0.0020 1.8739 Normal Soln
4645o 34.2046 34.2046 50.0000 0.0000 -0.0011 0.0093 Normal Soln
4645u 7.1033 7.1033 24.3637 0.0000 -0.0081 2.3455 Normal Soln
4140o 32.3846 32.3846 50.0000 0.0000 -0.0010 0.0088 Normal Soln
4140u 6.3151 6.3151 17.0524 0.0000 -0.0214 1.6718 Normal Soln
4038o 50.0000 50.0000 50.0000 0.0000 0.0009 0.0269 Normal Soln
4038u 14.1991 14.1991 46.5086 0.0000 0.0014 1.9811 Normal Soln
3938o 39.0642 39.0642 50.0000 0.0000 0.0046 0.0272 Normal Soln
3938u 8.8434 8.8434 29.5616 0.0000 0.0012 2.5254 Normal Soln
3836o 27.5440 27.5440 50.0000 0.0000 0.0029 0.1002 Normal Soln
3836u 7.8691 7.8691 24.6272 0.0000 0.0098 2.2210 Normal Soln
3635o 4.9783 4.9783 9.6430 0.0000 0.0094 0.1531 Normal Soln
3635u 1.6766 1.6766 3.8589 16.9167 -0.0196 1.5082 Normal Soln
3533o 2.3914 2.3914 3.7566 0.0000 0.0127 0.4731 Normal Soln
3533u 1.5599 1.5599 3.1917 98.2500 0.0002 1.9723 Normal Soln
2217o 18.3077 18.3077 33.9588 0.0000 -0.0094 0.0924 Normal Soln
2217u 5.6290 5.6290 16.6465 0.0000 -0.0251 3.5661 Normal Soln
2019o 23.4986 23.4986 38.8721 0.0000 0.0115 0.0392 Normal Soln
2019u 5.0684 5.0684 11.5009 0.0000 0.0092 1.6386 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0015 0.0059 Normal Soln
1918u 16.0073 16.0073 36.9656 0.0000 -0.1178 2.0139 Normal Soln
1817o 14.6780 14.6780 38.3249 0.0000 0.0043 0.1688 Normal Soln
1817u 4.0095 4.0095 10.1516 0.0000 0.0206 4.0163 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 -0.0009 0.0040 Normal Soln
1009u 10.4003 10.4003 30.1423 0.0000 -0.0093 1.9235 Normal Soln
0706o 31.0262 31.0262 50.0000 0.0000 0.0016 0.0313 Normal Soln
0706u 6.7928 6.7928 24.5186 0.0000 -0.0019 1.9171 Normal Soln
0604o 32.0347 32.0347 50.0000 0.0000 0.0030 0.0925 Normal Soln
0604u 9.6921 9.6921 20.7939 0.0000 0.0033 2.3107 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0109 0.0174 Normal Soln
0504u 12.4479 12.4479 34.4366 0.0000 0.0023 2.2296 Normal Soln
0403o 16.2911 16.2911 35.6059 0.0000 0.0027 0.0549 Normal Soln
0403u 3.3742 3.3742 7.5781 0.0000 -0.0129 1.2520 Normal Soln
0302o 6.2353 6.2353 16.8264 0.0000 -0.0068 1.1003 Normal Soln
0302u 2.7190 2.7190 11.3832 0.0000 -0.0049 0.6195 Normal Soln
14b14ao 7.2103 7.2103 35.2681 0.0000 0.0069 0.0297 Normal Soln
14b14au 1.9532 1.9532 5.9754 0.0000 0.0076 3.0461 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/ 0.02 / 6.12/
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/ 0.21 / 4.68/ N35/ 0.68 / 4.68/ 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/ 0.08 / 1.88/ 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/ 0.01*/
1817o/ 0.00 / 1817u/ 0.01 / 1009o/ 0.00*/
1009u/ 0.00*/ 0706o/ 0.00*/ 0706u/ 0.00*/
0604o/ 0.00 / 0604u/ 0.00*/ 0504o/ 0.00*/
0504u/ 0.00*/ 0403o/ 0.00 / 0403u/ 0.00*/
0302o/ 0.00 / 0302u/ 0.01 / 14b14ao/ 0.00*/
14b14au/ 0.00 / FREE # 1/ 0.07 /
Conduit/ Velocity
5453/ 0.09 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.18 / 4342/ 0.13 /
4241/ 0.19 / 3736/ 0.10 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.03 / 3024/ 0.71 /
3036/ 0.00 / 2827/ 0.13 / 2726/ 0.00 /
2629/ 0.07 / 2930/ 0.23 / 2725/ 0.49 /
2524/ 0.61 / 2422/ 0.51 / L575/ 0.08 /
2117/ 0.03 / 1714B/ 0.00 / 1716/ 0.27 /
1615/ 0.74 / 1614A/ -0.53 / 4514B/ 0.00 /
4515/ 0.10 / 1502/ 0.86 / 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/ 0.64 /
5238o/ 0.00 / 5238u/ 0.52 / 3851o/ 0.00 /
3851u/ 0.39 / 5049u/ 0.23 / 4948u/ 0.14 /
4845o/ 0.00 / 4845u/ 0.56 / 4746o/ 0.00 /
4746u/ 0.41 / 4645o/ 0.00 / 4645u/ 0.19 /
4140o/ 0.00 / 4140u/ 0.29 / 4038o/ 0.00 /
4038u/ 0.30 / 3938o/ 0.00 / 3938u/ 0.11 /
3836o/ 0.00 / 3836u/ 0.03 / 3635o/ 0.00 /
3635u/ 0.02 / 3533o/ 0.00 / 3533u/ 2.50 /
2217o/ 0.00 / 2217u/ 0.38 / 2019o/ 0.00 /
2019u/ 1.00 / 1918o/ 0.00 / 1918u/ 0.60 /
1817o/ 0.00 / 1817u/ 0.60 / 1009o/ 0.00 /
1009u/ 0.29 / 0706o/ 0.00 / 0706u/ 0.20 /
0604o/ 0.00 / 0604u/ 0.77 / 0504o/ 0.00 /
0504u/ 0.19 / 0403o/ 0.00 / 0403u/ 0.48 /
0302o/ 0.00 / 0302u/ 0.02 / 14b14ao/ 0.00 /
14b14au/ 0.00 /
Conduit/ Width
5453/ 0.41 / 5047/ 0.01 / 4946/ 0.01 /
5145/ 0.01 / 4440/ 0.13 / 4342/ 0.20 /
4241/ 0.19 / 3736/ 0.17 / 3534/ 0.03 /
3422/ 0.01 / 3130/ 0.59 / 3024/ 0.19 /
3036/ 3.08 / 2827/ 0.24 / 2726/ 8.93 /
2629/ 1.39 / 2930/ 0.94 / 2725/ 0.16 /
2524/ 0.16 / 2422/ 0.27 / L575/ 0.69 /
2117/ 0.29 / 1714B/ 1.66 / 1716/ 0.56 /
1615/ 0.64 / 1614A/ 0.64 / 4514B/ 0.07 /
4515/ 0.21 / 1502/ 0.64 / 14A13/ 1.06 /
1312/ 0.09 / 1211/ 0.25 / 1103/ 1.20 /
0912/ 0.07 / 0908/ 0.15 / 0811/ 0.01 /
0804/ 0.19 / 0201/ 2.48 / 50b50/ 0.00 /
49b40/ 1.12 / 51b50/ 0.61 / L610/ 0.62 /
51b48/ 0.14 / 5352o/ 0.03 / 5352u/ 0.09 /
5238o/ 0.01 / 5238u/ 0.12 / 3851o/ 0.00 /
3851u/ 0.14 / 5049u/ 0.09 / 4948u/ 0.10 /
4845o/ 0.89 / 4845u/ 0.15 / 4746o/ 0.06 /
4746u/ 0.12 / 4645o/ 0.05 / 4645u/ 0.14 /
4140o/ 0.00 / 4140u/ 0.15 / 4038o/ 0.01 /
4038u/ 0.18 / 3938o/ 0.03 / 3938u/ 0.08 /
3836o/ 0.12 / 3836u/ 0.30 / 3635o/ 0.02 /
3635u/ 0.25 / 3533o/ 1.00 / 3533u/ 0.09 /
2217o/ 0.02 / 2217u/ 0.34 / 2019o/ 0.29 /
2019u/ 0.20 / 1918o/ 0.00 / 1918u/ 0.29 /
1817o/ 0.05 / 1817u/ 0.32 / 1009o/ 0.02 /
1009u/ 0.15 / 0706o/ 0.17 / 0706u/ 0.14 /
0604o/ 0.22 / 0604u/ 0.18 / 0504o/ 0.02 /
0504u/ 0.14 / 0403o/ 0.11 / 0403u/ 0.33 /
0302o/ 0.17 / 0302u/ 1.50 / 14b14ao/ 0.00 /
14b14au/ 0.22 /
Junction/ EGL
N54/ 0.02 / N53/ 1.01 / N52/ 0.04 /
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/ 0.68 / 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/ 0.08 / N18/ 0.07 /
N17/ 1.20 Section 4
/ N16/ 0.16 / N15/ 0.24 /
N14B/ 0.08 / 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/ 0.14 / N1/ 0.10 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Junction/ Freeboard
N54/ 1.08 / N53/ 2.58 / N52/ 3.88 /
N38/ 4.98 / N51B/ 6.17 / N48/ 6.38 /
N50B/ 4.29 / 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/ 5.32 / N35/ 5.32 / 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/ 8.12 / 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/ 0.16 / N53/ 1.10 / N52/ 1.11 /
N38/ 1.13 / N51B/ 1.22 / N48/ 1.01 /
N50B/ 1.22 / N49B/ 1.22 / N47/ 1.04 /
N46/ 1.06 / N45/ 1.10 / N43/ 0.08 /
N42/ 0.11 / N41/ 1.05 / N44/ 0.09 /
N40/ 1.08 / N39/ 1.03 / N37/ 0.07 /
N36/ 1.28 / N35/ 500.50 / N34/ 0.67 /
N33/ 1.16 / N31/ 0.02 / N30/ 1.58 /
N29/ 0.14 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.22 / N25/ 0.81 / N24/ 1.55 /
N23/ 0.13 / N22/ 1.74 / N21/ 1.14 /
N20/ 1.03 / N19/ 1.55 / N18/ 1.32 /
N17/ 1.39 / N16/ 1.81 / N15/ 1.24 /
N14B/ 1.29 / N14A/ 1.22 / N13/ 0.80 /
N12/ 0.78 / N11/ 0.95 / N10/ 1.01 /
N9/ 1.02 / N8/ 1.05 / N7/ 1.03 /
N6/ 1.06 / N5/ 1.02 / N4/ 1.15 /
N3/ 0.87 / N2/ 0.88 / N1/ 0.88 /
N50/ 0.02 / N49/ 0.03 / 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/ 0.03 / 1502/ 0.07 / 14A13/ 0.15 /
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/ 0.20 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.05 / 4342/ 0.04 /
4241/ 0.04 / 3736/ 0.07 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.39 / 3024/ 0.15 /
3036/ 0.00 / 2827/ 0.10 / 2726/ 0.06 /
2629/ 0.72 / 2930/ 0.36 / 2725/ 0.06 /
2524/ 0.15 / 2422/ 0.25 / L575/ 0.25 /
2117/ 0.06 / 1714B/ 0.00 / 1716/ 1.23 /
1615/ 2.23 / 1614A/ 0.94 / 4514B/ 0.00 /
4515/ 0.80 / 1502/ 6.74 / 14A13/ 1.48 /
1312/ 0.04 / 1211/ 0.31 / 1103/ 2.13 /
0912/ 0.00 / 0908/ 0.08 / 0811/ 0.00 /
0804/ 0.14 / 0201/ 1.65 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 11.51 /
51b48/ 0.05 / 5352o/ 0.00 / 5352u/ 0.04 /
5238o/ 0.00 / 5238u/ 0.06 / 3851o/ 0.00 /
3851u/ 0.12 / 5049u/ 0.01 / 4948u/ 0.02 /
4845o/ 0.00 / 4845u/ 0.13 / 4746o/ 0.00 /
4746u/ 0.04 / 4645o/ 0.00 / 4645u/ 0.11 /
4140o/ 0.00 / 4140u/ 0.03 / 4038o/ 0.00 /
4038u/ 0.13 / 3938o/ 0.00 / 3938u/ 0.03 /
3836o/ 0.00 / 3836u/ 1.34 / 3635o/ 0.00 /
3635u/ 1.11 / 3533o/ 0.00 / 3533u/ 0.20 /
2217o/ 0.00 / 2217u/ 0.36 / 2019o/ 0.00 /
2019u/ 0.11 / 1918o/ 0.00 / 1918u/ 0.93 /
1817o/ 0.00 / 1817u/ 0.24 / 1009o/ 0.00 /
1009u/ 0.05 / 0706o/ 0.00 / 0706u/ 0.05 /
0604o/ 0.00 / 0604u/ 0.17 / 0504o/ 0.00 /
0504u/ 0.10 / 0403o/ 0.00 / 0403u/ 0.17 /
0302o/ 0.00 / 0302u/ 3.24 / 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/ 0.10 / 14A13/ 0.08 /
1312/ 0.01 / 1211/ 0.01 / 1103/ 0.03 /
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/ 0.02 / 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/ 0.03 /
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/ 0.07 / 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/ 1.88/ 1.88 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/ 4.68/ 4.68 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/ 1.88/ 1.88 1716/ 1.79/ 1.50/
1615/ 1.50/ 1.42 1614A/ 1.78/ 1.87 4514B/ 1.88/ 1.88/
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/ 6.12/ 6.12 5352u/ 7.42/ 6.12/
5238o/ 5.02/ 5.02 5238u/ 6.12/ 5.02 3851o/ 3.83/ 3.83/
3851u/ 5.02/ 3.83 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/ 4.68/ 4.68 3836u/ 5.02/ 4.68 3635o/ 4.68/ 4.68/
3635u/ 4.68/ 4.68 3533o/ 2.71/ 2.71 3533u/ 4.68/ 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/ 1.88/ 1.87
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 1440
Total number of passes in the simulation........ 4992
Total number of time steps during simulation.... 4724
Ratio of actual # of time steps / NTCYC......... 3.281
Average number of iterations per time step...... 1.057
Average time step size(seconds)................ 1.524
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 1.877
Average minimum implicit time step (sec)........ 1.740
Average minimum junction time step (sec)........ 1.740
Average Courant Factor Tf....................... 1.740
Number of times omega reduced................... 60
*=========================================================*
| 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 1.08 5106 0 6 0 0 0
N53 0 1.20 5668 1 17 1 0 0
N52 0 1.31 6206 2 15 1 0 0
N38 0 1.74 8225 0 14 1 0 0
N51B 0 1.14 5399 1 11 1 0 0
N48 0 1.14 5375 1 12 1 0 0
N50B 0 1.10 5212 0 5 0 0 0
N49B 0 1.15 5448 0 14 3 0 0
N47 0 1.15 5429 0 5 0 0 0
N46 0 1.26 5969 0 8 0 0 0
N45 0 1.47 6926 0 6 0 0 0
N43 0 1.10 5204 0 7 0 0 0
N42 0 1.16 5502 3 7 0 0 0
N41 0 1.31 6190 0 8 0 0 0
N44 0 1.13 5339 0 5 0 0 0
N40 0 1.42 6705 0 9 0 0 0
N39 0 1.07 5039 1 21 1 0 0
N37 0 1.11 5226 0 5 0 0 0
N36 0 1.64 7744 1 13 1 0 0
N35 0 1.70 8043 0 8 0 0 0
N34 0 1.44 6784 1 17 1 0 0
N33 0 1.20 5650 0 16 1 0 0
N31 0 1.19 5615 0 14 1 0 0
N30 0 1.59 7513 0 14 3 0 0
N29 0 1.34 6323 0 6 0 0 0
N28 0 1.14 5378 0 6 0 0 0
N27 0 1.53 7230 3 21 2 0 0
N26 0 1.41 6653 0 5 0 0 0
N25 0 1.22 5746 0 5 0 0 0
N24 0 1.38 6530 1 8 0 0 0
N23 0 1.27 5984 0 7 0 0 0
N22 0 1.83 8662 15 12 2 0 0
N21 0 1.75 8259 1 19 1 0 0
N20 0 1.30 6143 3 24 2 0 0
N19 0 1.44 6781 0 15 2 0 0
N18 0 1.56 7360 0 7 0 0 0
N17 0 2.16 10217 1 19 2 0 0
N16 0 1.59 7526 1 12 11 0 0
N15 0 1.32 6228 0 7 0 0 0
N14B 0 1.83 8635 0 10 1 0 0
N14A 0 1.92 9070 4 14 14 0 0
N13 0 1.67 7900 0 6 0 0 0
N12 0 1.56 7356 0 24 1 0 0
N11 0 1.68 7944 0 10 1 0 0
N10 0 1.16 5457 0 6 0 0 0
N9 0 1.29 6106 1 13 1 0 0
N8 0 1.36 6446 0 13 1 0 0
N7 0 1.19 5637 1 16 1 0 0
N6 0 1.51 7130 2 19 2 0 0
N5 0 1.18 5562 0 14 1 0 0
N4 0 1.72 8128 1 15 2 0 0
N3 0 2.02 9546 0 7 0 0 0
N2 0 1.77 8371 0 6 0 0 0
N1 0 1.69 7996 14 35 15 3 0
N50 0 1.10 5195 0 8 0 0 0
N49 0 1.09 5163 1 6 0 0 0
N51 0 1.13 5323 0 5 0 0 0
Total number of iterations for all junctions.. 377502
Minimum number of possible iterations......... 269268
Efficiency of the simulation.................. 1.40
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N54 10.0000 9.3000 9.0643 0 25 0.0000 0.9357 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.5043 0 25 0.0000 1.4957 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.2134 0 25 0.0000 2.7866 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.1288 0 26 0.0000 3.8712 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0211 0 25 0.0000 4.9789 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6084 0 25 0.0000 5.3916 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.9153 0 25 0.0000 4.0847 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2181 0 25 0.0000 4.7819 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6376 0 25 0.0000 5.3624 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0604 0 27 0.0000 5.9396 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6047 0 27 0.0000 6.3953 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2780 0 25 0.0000 0.7220 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.4051 0 25 0.0000 1.5949 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 7.6512 0 25 0.0000 2.3488 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.0905 0 25 0.0000 1.9095 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.6785 0 26 0.0000 3.3215 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0255 0 25 0.0000 2.9745 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0672 0 25 0.0000 2.9328 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.0000 5.7504 0 26 0.0000 4.2496 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.8500 5.0955 0 27 0.0000 4.9045 553.3679 0.0000 0.0000 0.0000
N34 10.0000 5.0000 4.7705 0 28 0.0000 5.2295 1.0000 0.0000 0.0000 0.0000
N33 10.0000 5.4800 3.7562 0 25 0.0000 6.2438 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5236 0 25 0.0000 2.4764 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.7821 0 26 0.0000 4.2179 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5397 0 25 0.0000 3.4603 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3813 0 25 0.0000 1.6187 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7302 0 25 0.0000 3.2698 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7165 0 25 0.0000 3.2835 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6834 0 29 0.4384 4.3166 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1442 0 30 0.8342 5.8558 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8324 0 25 0.0000 5.1676 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.5975 0 30 0.0000 6.4025 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1392 0 30 0.0000 6.8608 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0280 0 25 0.0000 2.9720 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0483 0 26 0.0000 3.9517 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2184 0 28 0.0000 6.7816 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1392 0 29 0.0000 6.8608 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1469 0 30 0.7469 6.8531 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.4491 0 30 0.4141 7.5509 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.0892 0 30 0.0000 6.9108 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.8242 0 30 0.0000 7.1758 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6562 0 30 0.0000 7.3438 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.4638 0 32 0.0000 7.5362 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.2895 0 33 0.0000 7.7105 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6099 0 25 0.0000 5.3901 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5206 0 26 0.0000 6.4794 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0453 0 25 0.0000 6.9547 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0312 0 25 0.0000 4.9688 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5632 0 25 0.0000 5.4368 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3230 0 25 0.0000 5.6770 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8496 0 25 0.0000 7.1504 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.9731 0 33 0.0000 8.0269 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9255 0 33 0.0000 8.0745 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.8056 0 33 0.0000 8.1944 1.0000 0.0000 0.0000 0.0000
N50 10.0000 6.1000 5.7198 0 25 0.0000 4.2802 1.0000 0.0000 0.0000 0.0000
N49 10.0000 5.4000 5.0260 0 25 0.0000 4.9740 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8242 0 25 0.0000 5.1758 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 0.1153 0 25 0.4659 0 25 0.1125 9.0643 8.5049 .4107 .2622
5047 2.8812 1.4600 200.0000 0.0620 0 25 0.3134 0 23 0.0215 5.7198 4.6376 .0990 .1880
4946 2.4313 1.2321 200.0000 0.0823 0 25 0.3149 0 22 0.0338 5.0260 4.0604 .1300 .3018
5145 3.5733 1.8108 200.0000 0.1073 0 25 0.4289 0 22 0.0300 4.8242 3.0892 .1209 .4458
4440 10.0429 4.8092 400.0000 0.1687 0 25 1.1209 0 11 0.0168 8.0905 6.6785 .2263 1.696 *
4342 9.2249 4.4176 400.0000 0.1243 0 25 0.8951 0 25 0.0135 9.2780 8.4051 .1950 .2628
4241 8.1356 3.8959 400.0000 0.2414 0 25 1.3165 0 25 0.0297 8.4051 7.7046 .2628 .2614
3736 14.9983 3.6090 400.0000 0.1340 0 25 0.6741 0 11 0.0089 7.0672 5.7504 .1680 .5760
3534 3.6191 1.0570 200.0000 0.8540 0 27 0.6202 0 27 0.2360 5.0955 4.8640 .4774 .3199
3422 4.5448 1.1500 400.0000 0.8099 0 28 0.6170 0 29 0.1782 4.7705 4.2884 .4263 .2210
3130 13.5508 2.2744 300.0000 0.1989 0 25 0.3616 0 18 0.0147 7.5236 5.7821 .0788 .2738
3024 0.4621 2.9058 450.0000 0.4094 0 13 2.6488 0 13 0.8858 5.7821 4.1441 3.515 2.853
3036 6.7857 1.4251 400.0000 0.6018 0 26 0.4976 0 26 0.0887 5.7821 5.7504 .4053 .5760
2827 15.5945 3.7524 400.0000 0.2294 0 25 1.0456 0 25 0.0147 8.3813 6.7811 .2032 .2027
2726 18.5574 3.1124 300.0000 0.4096 0 25 0.1826 0 25 0.0221 6.7302 6.7165 .1007 .7217
2629 2.4524 0.5150 400.0000 0.4008 0 25 0.3637 0 25 0.1634 6.7165 6.5397 .5413 .3494
2930 11.6053 2.4373 400.0000 0.7470 0 25 1.0589 0 24 0.0644 6.5397 5.7821 .3494 .4053
2725 0.2218 2.0080 375.0000 0.2606 0 12 2.4251 0 11 1.1749 6.7302 5.6834 3.680 2.169
2524 0.2779 2.5163 375.0000 0.2592 0 13 2.4496 0 12 0.9326 5.6834 4.1441 2.169 3.424
2422 0.8401 2.9711 600.0000 0.6365 0 14 2.2414 0 14 0.7577 4.1442 3.5975 2.590 2.895
L575 4.4056 1.1111 300.0000 0.4066 0 25 0.5167 0 25 0.0923 4.8324 3.5975 .4414 .6584
2117 10.3655 2.0976 500.0000 0.1909 0 23 0.4175 0 15 0.0184 3.1392 3.1392 .2784 .3784
1714B 8.1188 0.9553 500.0000 0.8301 0 29 0.3932 0 29 0.1022 3.1392 3.0892 .4784 .4783
1716 3.1532 3.6415 1050.000 2.0481 0 23 2.3457 0 23 0.6495 3.1392 3.1469 1.323 1.711
1615 0.7725 1.7486 750.0000 1.2109 0 24 2.7250 0 24 1.5675 3.1464 2.4490 2.408 1.652
1614A 0.7872 1.7819 750.0000 0.8426 0 22 1.9000 0 22 1.0704 3.1464 2.8242 1.995 1.632
4514B 28.0567 3.5017 450.0000 0.3673 0 26 0.8864 0 15 0.0131 3.6047 3.0892 .2327 .5315
4515 0.1942 2.7467 300.0000 0.1732 0 11 2.4222 0 11 0.8920 3.6047 2.4490 3.682 4.130
1502 0.6052 1.1322 825.0000 1.3591 0 23 2.6756 0 18 2.2455 2.4491 1.9255 1.501 1.061
14A13 16.6072 0.8411 1700.000 -2.5426 0 30 -0.5396 0 31 -0.1531 2.8242 2.6562 .5672 .6213
1312 15.7543 0.6101 1400.000 2.5545 0 30 0.5013 0 30 0.1621 2.6562 2.4638 .5687 .5599
1211 22.0747 0.6694 1700.000 2.4641 0 32 0.3206 0 31 0.1116 2.4638 2.2895 .4611 .5585
1103 34.9730 0.7240 2000.000 2.6331 0 33 0.3929 0 47 0.0753 2.2895 1.9731 .4747 .4366
0912 7.4604 1.8954 400.0000 0.0556 0 26 0.0363 0 25 0.0075 3.5206 2.4638 .0516 1.159 *
0908 0.1628 1.4741 375.0000 0.1337 0 16 1.1981 0 16 0.8215 3.5206 3.0453 2.721 2.787
0811 6.0914 1.5476 400.0000 0.1682 0 25 0.2547 0 22 0.0276 3.0453 2.2895 .1133 .7237
0804 0.2208 1.3886 450.0000 0.2419 0 14 1.5115 0 14 1.0952 3.0453 2.8496 2.322 2.554
0201 142.3584 2.9703 2000.000 4.8600 0 33 1.3661 0 46 0.0341 1.9255 1.8056 .4378 .4378
50b50 13.6470 6.9913 400.0000 0.0639 0 25 0.7892 0 22 0.0047 5.9153 5.7198 .0383 .0495
49b40 13.6470 6.9913 400.0000 0.0844 0 25 0.8160 0 14 0.0062 5.2181 5.0260 .0453 .0650
51b50 13.6470 6.9913 400.0000 0.1088 0 25 1.0072 0 25 0.0080 5.0211 4.8242 .0527 .0605
L610 0.9764 2.2101 750.0000 0.6857 0 27 1.5467 0 27 0.7022 3.7562 2.8242 1.541 1.632
51b48 0.0407 1.0234 225.0000 0.0648 0 54 1.6084 0 8 1.5915 5.0211 4.6084 5.427 4.481
5352o 1.1925 2.1371 300.0000 0.2232 0 25 1.1314 0 25 0.1872 8.5043 7.2134 .3477 .3781
5352u 0.0273 1.5423 150.0000 0.0365 0 56 2.0917 0 57 1.3379 8.5043 7.2134 7.362 7.422
5238o 1.6591 2.2063 400.0000 0.2282 0 25 1.0578 0 25 0.1376 7.2134 6.1288 .2835 .3220
5238u 0.0735 1.8497 225.0000 0.0715 0 11 1.7609 0 11 0.9724 7.2134 6.1288 4.948 5.016
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1288 5.0211 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0608 0 25 1.4896 0 25 0.9168 6.1288 5.0211 5.016 5.427
5049u 0.0573 1.4423 225.0000 0.0546 0 21 1.4061 0 31 0.9516 5.9153 5.2181 .9569 .9693
4948u 0.0590 1.4830 225.0000 0.0694 0 11 1.7034 0 11 1.1777 5.2181 4.6084 5.413 4.481
4845o 2.5500 1.2922 200.0000 0.0132 0 26 0.0299 0 37 0.0052 4.6084 3.6047 .0420 .5235
4845u 0.1309 1.8523 300.0000 0.1109 0 10 1.6057 0 7 0.8470 4.6084 3.6047 3.361 3.682
4746o 17.3588 2.8540 400.0000 0.0271 0 25 0.3613 0 25 0.0016 4.6376 4.0604 .0940 .1509
4746u 0.1498 2.1194 300.0000 0.1005 0 22 1.4012 0 22 0.6712 4.6376 4.0604 3.458 3.534
4645o 15.8729 2.3953 400.0000 0.0741 0 27 0.3116 0 27 0.0047 4.0604 3.6047 .1509 .2618
4645u 0.1105 1.5637 300.0000 0.0973 0 27 1.3545 0 26 0.8806 4.0604 3.6047 3.534 3.682
4140o 7.7278 3.7006 400.0000 0.0342 0 25 0.6968 0 24 0.0044 7.6512 6.6785 .1279 .1962
4140u 0.3099 2.8063 375.0000 0.2095 0 22 1.8769 0 22 0.6758 7.6512 6.6785 2.803 2.875
4038o 9.0986 2.1894 400.0000 0.1224 0 26 0.3412 0 26 0.0134 6.6785 6.1288 .1962 .3220
4038u 0.2678 1.6839 450.0000 0.2347 0 26 1.4625 0 26 0.8763 6.6785 6.1288 2.396 2.508
3938o 6.1031 3.1255 400.0000 0.0665 0 25 0.4073 0 11 0.0109 7.0255 6.1288 .0637 .3220
3938u 0.0261 1.4762 150.0000 0.0248 0 11 1.3557 0 11 0.9490 7.0255 6.1288 6.836 7.525
3836o 9.9729 2.0945 400.0000 0.4996 0 26 0.4757 0 26 0.0501 6.1288 5.7504 .3220 .5760
3836u 0.3282 2.0635 450.0000 0.2608 0 15 1.6242 0 15 0.7946 6.1288 5.7504 2.508 2.845
3635o 16.4091 3.0558 400.0000 1.2557 0 26 1.0370 0 26 0.0765 5.7504 5.6003 .3760 .3756
3635u 0.5739 3.6087 450.0000 0.3950 0 16 2.5914 0 14 0.6882 5.7504 5.0955 2.845 2.434
3533o 2.6252 3.2815 800.0000 0.6210 0 27 2.6620 0 27 0.2365 5.0955 4.9106 .2944 .2882
3533u 0.0414 2.0715 100.0000 0.0644 0 27 3.1331 0 27 1.5539 5.0955 4.0000 10.95 1.000
2217o 14.0423 2.7133 500.0000 0.6483 0 30 1.0354 0 36 0.0462 3.5975 3.1474 .3950 .3948
2217u 0.6241 1.4127 750.0000 0.9352 0 33 2.1026 0 33 1.4985 3.5975 3.1392 2.316 1.852
2019o 11.6942 3.9474 300.0000 0.2307 0 25 0.7741 0 24 0.0197 7.0280 6.0483 .0934 .1610
2019u 0.6375 4.0085 450.0000 0.4172 0 30 2.6085 0 30 0.6545 7.0280 6.0483 2.284 3.440
1918o 18.5045 3.0423 400.0000 0.0543 0 26 0.0688 0 26 0.0029 6.0483 3.2184 .1207 .5461
1918u 0.9440 3.3387 600.0000 0.8489 0 25 2.9757 0 25 0.8993 6.0483 3.2184 2.580 2.197
1817o 9.1593 1.0777 500.0000 0.7694 0 27 0.5741 0 26 0.0840 3.2184 3.1392 .4369 .3784
1817u 0.5070 1.7932 600.0000 0.6248 0 14 2.1671 0 14 1.2323 3.2184 3.1392 2.197 2.315
1009o 8.3091 3.0007 300.0000 0.0169 0 25 0.2175 0 25 0.0020 4.6099 3.5206 .0331 .0688
1009u 0.2415 2.1864 375.0000 0.1837 0 25 1.6588 0 12 0.7607 4.6099 3.5206 2.693 2.721
0706o 7.2322 2.6004 300.0000 0.0977 0 25 0.3451 0 25 0.0135 5.0312 4.5632 .1040 .2105
0706u 0.1248 1.7661 300.0000 0.0878 0 13 1.2239 0 13 0.7032 5.0312 4.5632 3.437 3.543
0604o 9.6606 3.5617 300.0000 0.4401 0 25 1.0709 0 25 0.0456 4.5632 2.8629 .2105 .2096
0604u 0.3116 2.8210 375.0000 0.3050 0 38 2.7412 0 38 0.9790 4.5632 2.8496 2.835 3.065
0504o 8.6316 3.1648 300.0000 0.0704 0 25 0.4867 0 22 0.0082 4.3230 2.8496 .0768 .1653
0504u 0.1541 2.1802 300.0000 0.1308 0 21 1.8296 0 15 0.8490 4.3230 2.8496 3.410 3.831
0403o 9.0589 2.2976 400.0000 0.2494 0 25 0.5617 0 25 0.0275 2.8496 2.0400 .1239 .1000
0403u 1.9283 4.3647 750.0000 1.1581 0 22 2.6392 0 22 0.6006 2.8496 1.9731 1.532 1.164
0302o 2.9365 0.3240 300.0000 1.6155 0 33 0.5943 0 33 0.5502 1.9731 1.9255 .5104 .3851
0302u 3.2556 3.6173 600.0000 0.7921 0 41 0.8788 0 41 0.2433 1.9731 1.9255 1.455 1.459
14b14ao 75.9084 3.3944 500.0000 1.1273 0 30 0.2856 0 23 0.0149 3.0892 2.8242 .1983 .6483
14b14au 0.1270 1.7965 300.0000 0.1203 0 19 1.6735 0 19 0.9471 3.0892 2.8242 4.297 4.080
FREE # 1 Undefnd Undefnd Undefn 4.8600 0 33
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
5453 0.1667 0.0000 0.0000 119.8333 0.0828 0.2474 0.0627
5047 71.5000 7.6944 0.0000 40.8056 0.0271 0.2674 0.0065
4946 40.1944 14.1458 0.0000 65.6597 0.0389 0.3848 0.0087
5145 49.8611 19.7708 0.0000 50.3681 0.0489 0.4867 0.0114
4440 0.1667 43.4931 0.0000 76.3403 0.1429 1.0151 0.0679
4342 0.1667 119.8333 0.0000 0.0000 0.0444 0.1389 0.0819
4241 0.1667 0.0000 0.0000 119.8333 0.0516 0.1836 0.1378
3736 0.1667 45.1667 0.0000 74.6667 0.0686 0.8067 0.0323
3534 93.0208 0.0000 0.0000 26.9792 0.0804 1.3769 0.0494
3422 51.7639 0.0000 0.0000 68.2361 0.1300 1.3129 0.0799
3130 0.1667 19.3125 0.0000 100.5208 0.0486 0.9688 0.0106
3024 0.1667 30.0486 0.0000 89.7847 0.1323 0.1636 3.2209
3036 83.7361 23.9917 12.2722 0.0000 0.1005 1.2141 0.0973
2827 0.1667 0.0000 0.0000 119.8333 0.0400 0.2195 0.0848
2726 93.7500 26.2500 0.0000 0.0000 0.1115 2.2518 0.0223
2629 0.2500 119.7500 0.0000 0.0000 0.0953 1.1031 0.0647
2930 0.2500 12.1667 0.0000 107.5833 0.0807 0.7344 0.1538
2725 0.1667 119.8333 0.0000 0.0000 0.1087 0.1139 2.1312
2524 0.1667 30.3542 0.0000 89.4792 0.1117 0.1156 2.0235
2422 0.1667 119.8333 0.0000 0.0000 0.1679 0.2908 3.3148
L575 0.1667 15.9208 0.0000 103.9125 0.0706 1.1086 0.0651
2117 3.6111 19.6667 0.0000 96.7222 0.1567 1.5888 0.0200
1714B 86.6181 19.3438 14.0382 0.0000 0.0987 2.1113 0.0939
1716 0.1667 115.9167 0.0000 3.9167 0.2938 0.8902 3.5662
1615 0.1667 119.8333 0.0000 0.0000 0.2276 0.4522 4.0005
1614A 3.9167 58.9028 57.1806 0.0000 0.2278 0.4626 2.2862
4514B 78.9583 33.5625 0.0000 7.4792 0.0821 1.4082 0.0684
4515 0.1667 119.8333 0.0000 0.0000 0.0839 0.0728 2.3763
1502 0.1667 119.8333 0.0000 0.0000 0.2374 0.5424 2.5482
14A13 9.3889 110.6111 0.0000 0.0000 0.3667 4.7181 0.5444
1312 9.3889 110.6111 0.0000 0.0000 0.3195 5.1797 0.3899
1211 9.6667 110.3333 0.0000 0.0000 0.4300 7.7282 0.2765
1103 0.1667 119.8333 0.0000 0.0000 0.3502 6.9130 0.3471
0912 109.5764 10.4236 0.0000 0.0000 0.1724 1.8240 0.0062
0908 0.1667 119.8333 0.0000 0.0000 0.1049 0.1137 1.2206
0811 101.8750 12.2083 0.0000 5.9167 0.1266 1.3063 0.0180
0804 0.1667 119.8333 0.0000 0.0000 0.1281 0.1634 1.3326
0201 0.1667 119.8333 0.0000 0.0000 0.3533 5.6286 0.8734
50b50 100.5069 19.4931 0.0000 0.0000 0.0172 0.0832 0.0135
49b40 94.1111 25.8889 0.0000 0.0000 0.0214 0.1040 0.0179
51b50 75.9375 44.0625 0.0000 0.0000 0.0223 0.1080 0.0228
L610 3.9167 116.0833 0.0000 0.0000 0.2099 0.4543 1.8042
51b48 0.1667 119.8333 0.0000 0.0000 0.0661 0.0409 1.4339
5352o 72.0694 15.5417 0.0000 32.3889 0.0976 0.1974 0.1230
5352u 0.1667 119.8333 0.0000 0.0000 0.0453 0.0184 1.6846
5238o 83.3611 33.1389 0.0000 3.5000 0.1061 0.2169 0.1257
5238u 0.1667 119.8333 0.0000 0.0000 0.0630 0.0411 1.9452
3851o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3851u 0.1667 119.8333 0.0000 0.0000 0.0630 0.0412 1.7474
5049u 4.0833 28.1528 0.0000 87.7639 0.0684 0.0392 0.3006
4948u 0.2500 119.7500 0.0000 0.0000 0.0646 0.0410 1.8929
4845o 87.6667 32.3333 0.0000 0.0000 0.0508 0.5084 0.0015
4845u 1.1667 118.8333 0.0000 0.0000 0.0907 0.0728 1.5128
4746o 111.9861 8.0139 0.0000 0.0000 0.0229 0.0799 0.0166
4746u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.4597
4645o 105.3403 14.6597 0.0000 0.0000 0.0395 0.2379 0.0257
4645u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.4662
4140o 115.6944 2.6667 0.0000 1.6389 0.0296 0.0628 0.0352
4140u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1140 1.9387
4038o 106.2708 13.7292 0.0000 0.0000 0.0515 0.3594 0.0353
4038u 0.2500 119.7500 0.0000 0.0000 0.1259 0.1638 1.6135
3938o 88.3125 30.1042 0.0000 1.5833 0.0676 0.3394 0.0148
3938u 0.2500 119.7500 0.0000 0.0000 0.0427 0.0184 1.2919
3836o 82.5625 37.4375 0.0000 0.0000 0.0897 1.0553 0.0851
3836u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 1.8574
3635o 78.7208 0.0000 0.0000 41.2792 0.0961 1.2109 0.1559
3635u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 2.1428
3533o 65.6667 0.0000 0.0000 54.3333 0.1591 0.2333 0.6203
3533u 0.6667 0.0000 0.0000 119.3333 0.0396 0.0205 1.8728
2217o 100.5694 6.6181 0.0000 12.8125 0.0779 0.7459 0.1721
2217u 0.1667 119.8333 0.0000 0.0000 0.2268 0.4531 3.2637
2019o 111.7153 4.8625 0.0000 3.4222 0.0358 0.3538 0.0240
2019u 0.1667 119.8333 0.0000 0.0000 0.1351 0.1658 2.6246
1918o 112.5833 7.4167 0.0000 0.0000 0.0530 0.8054 0.0090
1918u 0.1667 119.8333 0.0000 0.0000 0.1679 0.2912 4.2591
1817o 92.4097 10.0417 0.0000 17.5486 0.0869 1.4736 0.1091
1817u 0.1667 119.8333 0.0000 0.0000 0.1825 0.2943 2.1844
1009o 116.3403 3.6597 0.0000 0.0000 0.0133 0.0779 0.0032
1009u 0.1667 119.8333 0.0000 0.0000 0.1067 0.1139 1.6696
0706o 98.8403 21.1597 0.0000 0.0000 0.0381 0.2839 0.0162
0706u 0.1667 119.8333 0.0000 0.0000 0.0897 0.0727 1.2442
0604o 94.6458 0.0000 0.0000 25.3542 0.0511 0.4111 0.0675
0604u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1135 2.6689
0504o 112.0278 6.4167 0.0000 1.5556 0.0300 0.2070 0.0123
0504u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0730 1.8509
0403o 112.8125 0.0000 0.0000 7.1875 0.0449 0.4440 0.0252
0403u 0.1667 119.8333 0.0000 0.0000 0.2206 0.4631 2.4732
0302o 98.1944 6.8637 0.0000 14.9419 0.1034 2.7184 0.0798
0302u 0.1667 119.8333 0.0000 0.0000 0.3111 0.9868 0.6904
14b14ao 94.2222 25.7778 0.0000 0.0000 0.1241 6.3764 0.0374
14b14au 8.8333 111.1667 0.0000 0.0000 0.0840 0.0727 1.8162
*===========================================*
| Table E12. Mean Conduit Flow Information |
*===========================================*
Mean Total Mean Low Mean Mean Mean Mean
Conduit Flow Flow Percent Flow Froude Hydraulic Cross Conduit
Name (cms) (m^3) Change Weightng Number Radius Area Roughness
--------------- -------- -------- -------- -------- ------ -------- ------ ---------
5453 0.0239 172.3646 0.0003 0.9987 0.3633 0.0340 0.0809 3.0839
5047 0.0038 27.4024 0.0002 0.4801 0.4204 0.0025 0.0243 0.0350
4946 0.0089 64.0703 0.0002 0.7187 0.5437 0.0063 0.0617 0.0350
5145 0.0184 132.1215 0.0003 0.6454 0.5322 0.0107 0.1058 0.0350
4440 0.0318 228.6882 0.0005 0.9987 0.8128 0.0560 0.3643 1.2336
4342 0.0234 168.4282 0.0004 0.9987 0.8647 0.0190 0.0375 1.2336
4241 0.0451 324.6840 0.0007 0.9987 1.1259 0.0219 0.0491 1.2336
3736 0.0251 180.6461 0.0004 0.9987 0.6641 0.0240 0.1755 1.3706
3534 0.0658 473.5726 0.0019 0.2873 0.2091 0.0105 0.1794 0.0450
3422 0.0664 477.7248 0.0017 0.6211 0.4036 0.0195 0.1947 0.0450
3130 0.0371 267.1161 0.0006 0.9987 1.0493 0.0097 0.1933 2.3986
3024 0.1276 918.3665 0.0012 0.9987 1.3602 0.0721 0.0683 0.8909
3036 0.0527 379.3739 0.0014 0.3609 0.0696 0.0253 0.2063 0.0203
2827 0.0432 311.0296 0.0007 0.9987 1.0531 0.0168 0.0594 1.3706
2726 0.0356 256.5319 0.0011 0.2519 0.0637 0.0488 0.3879 0.0200
2629 0.0433 311.8055 0.0009 0.9987 0.1771 0.0320 0.2094 2.3986
2930 0.1150 827.6849 0.0019 0.9987 0.7609 0.0290 0.1662 1.3706
2725 0.0841 605.1812 0.0008 0.9987 1.0897 0.0645 0.0538 0.8909
2524 0.0838 603.4252 0.0008 0.9958 1.3973 0.0610 0.0481 0.0130
2422 0.2121 1527.0437 0.0022 0.9987 0.8702 0.1014 0.1356 0.8909
L575 0.0660 475.2913 0.0010 0.9987 0.4184 0.0276 0.2493 3.0839
2117 0.0373 268.7441 0.0012 0.9850 0.8584 0.0284 0.2845 0.0200
1714B 0.0482 347.1678 0.0025 0.3315 0.0310 0.0233 0.3360 0.0210
1716 0.6414 4618.3034 0.0060 0.9987 0.6609 0.1796 0.4148 0.8909
1615 0.5038 3627.3459 0.0037 0.9985 0.6446 0.1663 0.2981 0.8148
1614A 0.1378 992.3949 0.0031 0.9831 0.1676 0.1575 0.2670 0.0130
4514B 0.0634 456.1768 0.0009 0.4050 0.1772 0.0202 0.2797 0.0212
4515 0.0820 590.1422 0.0007 0.9987 0.7153 0.0656 0.0535 0.8909
1502 0.5853 4214.2362 0.0039 0.9987 0.9310 0.1738 0.3078 0.8909
14A13 -0.4415 -3178.744 0.0060 0.9534 0.0004 0.1967 1.3340 0.1227
1312 0.4426 3186.8426 0.0059 0.9530 0.1223 0.1264 1.3368 0.1204
1211 0.4394 3163.8545 0.0055 0.9513 0.0756 0.1549 2.1224 0.1234
1103 0.5320 3830.1437 0.0058 0.9987 0.1129 0.1799 1.9736 8.5664
0912 0.0021 14.9629 0.0002 0.1035 0.0045 0.0510 0.5313 0.0450
0908 0.0367 264.4879 0.0005 0.9987 0.6389 0.0565 0.0435 0.9594
0811 0.0099 71.5641 0.0004 0.1715 0.0663 0.0256 0.2614 0.0450
0804 0.0638 459.0558 0.0009 0.9987 0.5859 0.0732 0.0709 0.8909
0201 1.4798 10654.753 0.0166 0.9987 0.4806 0.1990 1.7317 2.7413
50b50 0.0041 29.3231 0.0002 0.1799 0.2959 0.0020 0.0094 0.0100
49b40 0.0093 66.9601 0.0003 0.2462 0.4279 0.0047 0.0180 0.0100
51b50 0.0185 133.5249 0.0003 0.4331 0.8305 0.0063 0.0292 0.0100
L610 0.1741 1253.3667 0.0016 0.9833 0.4723 0.1412 0.2123 0.0130
51b48 0.0284 204.5431 0.0003 0.9987 0.7274 0.0453 0.0263 0.9594
5352o 0.0340 244.8195 0.0005 0.4746 0.5034 0.0237 0.0460 0.0350
5352u 0.0162 116.9284 0.0002 0.9987 1.2045 0.0302 0.0114 0.9594
5238o 0.0276 199.0252 0.0005 0.3607 0.2795 0.0235 0.0462 0.0350
5238u 0.0320 230.6871 0.0002 0.9987 1.0565 0.0411 0.0229 0.8909
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0024 0.0045 0.0350
3851u 0.0296 213.2850 0.0002 0.9987 0.7336 0.0442 0.0254 0.8909
5049u 0.0172 123.6271 0.0002 0.9822 1.1397 0.0352 0.0148 0.0140
4948u 0.0259 186.3903 0.0002 0.9987 0.5579 0.0392 0.0229 0.9594
4845o 0.0026 19.0361 0.0000 0.3150 0.0285 0.0140 0.1396 0.0350
4845u 0.0517 372.3079 0.0005 0.9964 0.9092 0.0546 0.0420 0.3605
4746o 0.0007 5.1043 0.0001 0.0819 0.0284 0.0018 0.0055 0.0215
4746u 0.0445 320.5593 0.0003 0.9987 0.9804 0.0426 0.0294 0.8909
4645o 0.0040 28.7047 0.0002 0.1520 0.0350 0.0080 0.0421 0.0215
4645u 0.0507 364.9947 0.0004 0.9987 0.4257 0.0504 0.0392 0.9594
4140o 0.0006 4.0263 0.0001 0.0436 0.0335 0.0019 0.0035 0.0186
4140u 0.0445 320.5542 0.0007 0.9987 0.9275 0.0538 0.0439 0.8909
4038o 0.0050 36.1487 0.0002 0.1473 0.0302 0.0085 0.0491 0.0186
4038u 0.0825 593.7768 0.0007 0.9987 0.6688 0.0701 0.0808 0.8909
3938o 0.0071 51.3445 0.0002 0.3097 0.0933 0.0154 0.0764 0.0250
3938u 0.0095 68.2259 0.0001 0.9987 0.5462 0.0273 0.0105 0.8224
3836o 0.0584 420.5194 0.0011 0.3715 0.1165 0.0234 0.2064 0.0204
3836u 0.1052 757.5514 0.0010 0.9987 0.3346 0.0924 0.1095 0.8909
3635o 0.1409 1014.4732 0.0030 0.4105 0.3978 0.0208 0.1948 0.0205
3635u 0.1322 951.8364 0.0012 0.9987 0.4774 0.1131 0.1442 0.9594
3533o 0.1237 890.9753 0.0015 0.4630 0.9652 0.0520 0.0691 0.0150
3533u 0.0504 362.6623 0.0001 0.9966 2.7892 0.0331 0.0192 0.0051
2217o 0.0520 374.5044 0.0014 0.2024 0.1376 0.0121 0.0780 0.0214
2217u 0.3187 2294.8101 0.0028 0.9987 0.6502 0.1299 0.2131 0.8909
2019o 0.0100 72.2246 0.0004 0.0868 0.1170 0.0021 0.0207 0.0200
2019u 0.1076 774.6643 0.0013 0.9987 1.7745 0.0725 0.0574 0.8909
1918o 0.0013 9.3739 0.0001 0.0739 0.0034 0.0098 0.1295 0.0210
1918u 0.2106 1516.3426 0.0026 0.9987 1.1402 0.0994 0.1147 0.8909
1817o 0.0983 707.7266 0.0019 0.2718 0.1197 0.0193 0.2334 0.0208
1817u 0.1679 1208.9586 0.0025 0.9987 0.7251 0.1098 0.1450 0.8909
1009o 0.0003 1.8737 0.0001 0.0366 0.0184 0.0006 0.0035 0.0211
1009u 0.0384 276.7542 0.0006 0.9987 1.0876 0.0499 0.0341 0.9594
0706o 0.0064 46.1708 0.0003 0.1996 0.1017 0.0050 0.0333 0.0210
0706u 0.0287 206.6778 0.0003 0.9987 0.6940 0.0488 0.0308 0.8909
0604o 0.0378 272.4942 0.0010 0.2436 0.3299 0.0074 0.0518 0.0207
0604u 0.1085 780.8556 0.0010 0.9987 1.4649 0.0653 0.0531 0.8909
0504o 0.0029 20.8316 0.0001 0.0807 0.0636 0.0017 0.0107 0.0209
0504u 0.0349 251.3017 0.0005 0.9987 0.7780 0.0489 0.0311 0.8909
0403o 0.0075 53.6602 0.0005 0.0711 0.0635 0.0020 0.0199 0.0450
0403u 0.3146 2265.2729 0.0032 0.9987 1.0567 0.1214 0.1878 0.8909
0302o 0.1467 1056.4603 0.0035 0.2299 0.1194 0.0151 0.3759 0.0277
0302u 0.7107 5117.3692 0.0023 0.9987 0.1711 0.1740 0.5117 0.4797
14b14ao 0.0971 698.8927 0.0025 0.2610 0.0462 0.0187 0.8413 0.0350
14b14au 0.0335 241.4855 0.0004 0.9577 0.1787 0.0690 0.0559 0.0140
FREE # 1 1.4799 10654.950
*===============================================================*
| 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 0.1152 0.0000 0.5485 0.1049 0.1398 9.0642 8.5049 Max Flow
5047 0.0620 0.0000 0.4346 0.0160 0.0195 5.7198 4.6340 Max Flow
4946 0.0822 0.0000 0.3138 0.0191 0.0258 5.0260 4.0501 Max Flow
5145 0.1072 0.0000 0.2963 0.0229 0.0242 4.8242 3.0629 Max Flow
4440 0.1686 0.0000 0.0077 0.1154 0.0902 8.0905 6.6615 Max Flow
4342 0.1241 0.0000 0.3959 0.1022 0.0778 9.2780 8.4051 Max Flow
4241 0.2413 0.0000 0.6990 0.1322 0.1045 8.4051 7.7045 Max Flow
3736 0.1340 0.0000 0.0223 0.0802 0.0669 7.0672 5.7410 Max Flow
3534 0.8537 0.0000 0.2244 0.0640 0.0841 5.0955 4.8640 Max Flow
3422 0.8098 0.0000 0.4683 0.0884 0.1398 4.7705 4.2884 Max Flow
3130 0.1989 0.0000 0.1887 0.0214 0.0236 7.5236 5.7745 Max Flow
3024 0.4089 1.0661 1.0243 0.4203 0.3293 5.3875 3.3232 Max Flow
3036 0.6017 0.0000 0.0408 0.1428 0.1621 5.7821 5.7499 Max Flow
2827 0.2292 0.0000 1.5977 0.0991 0.0811 8.3813 6.7811 Max Flow
2726 0.4082 0.0000 0.0025 0.0350 0.0297 6.7301 6.7148 Max Flow
2629 0.4007 0.0000 0.1674 0.1218 0.2054 6.7165 6.5396 Max Flow
2930 0.7469 0.0000 0.5900 0.1576 0.1395 6.5397 5.7780 Max Flow
2725 0.2606 0.8537 0.6075 0.3506 0.3750 6.7069 5.2171 Max Flow
2524 0.2592 0.4781 1.5519 0.3502 0.2870 5.2897 3.2072 Max Flow
2422 0.6355 0.2628 0.4141 0.5144 0.3902 3.6037 2.8896 Max Flow
L575 0.4027 0.0000 1.2924 0.1060 0.1253 4.8273 3.5234 Max Flow
2117 0.1906 0.0000 0.0082 0.0331 0.0438 3.0557 3.0511 Max Flow
1714B 0.8300 0.0000 0.0503 0.1680 0.2391 3.1390 3.0888 Max Flow
1716 2.0481 -0.1743 0.1658 0.8141 0.6165 3.0492 3.0496 Max Flow
1615 1.2097 0.4215 0.3149 0.6642 0.7500 3.0840 2.3391 Max Flow
1614A 0.8416 0.4103 0.0567 0.5685 0.6830 3.0428 2.5755 Max Flow
4514B 0.3672 0.0000 0.0310 0.1177 0.1043 3.6046 3.0770 Max Flow
4515 0.1731 0.6452 1.0025 1.0100 0.2210 3.5100 1.8595 Max Flow
1502 1.3591 -0.2103 0.7514 0.6975 0.8250 2.3272 1.8108 Max Flow
14A13 -0.0002 0.0000 0.0000 0.0010 0.0043 1.8726 1.8721 Max Flow
1312 2.5536 0.0000 0.2000 0.4765 0.7960 2.6549 2.4518 Max Flow
1211 2.4640 0.0000 0.1822 0.4652 0.7680 2.4637 2.2850 Max Flow
1103 2.6331 0.0000 0.3096 0.4448 0.9466 2.2895 1.9731 Max Flow
0912 0.0556 0.0000 0.0017 0.0143 0.0199 3.5206 2.3297 Max Flow
0908 0.1337 0.1595 0.3303 0.2697 0.2588 3.5016 3.0117 Max Flow
0811 0.1682 0.0000 0.1290 0.0309 0.0450 3.0453 2.1316 Max Flow
0804 0.2414 0.2031 0.3541 0.3457 0.4500 3.0044 2.4388 Max Flow
0201 4.8600 0.0000 0.1200 0.6718 0.8756 1.9255 1.8056 Max Flow
50b50 0.0637 0.0000 0.1328 0.0256 0.0148 5.9153 5.7197 Max Flow
49b40 0.0843 0.0000 0.1106 0.0315 0.0177 5.2181 5.0259 Max Flow
51b50 0.1087 0.0000 0.1621 0.0370 0.0203 5.0211 4.8241 Max Flow
L610 0.6855 0.4584 0.4896 0.5130 0.4636 3.7355 2.7843 Max Flow
51b48 0.0647 0.3129 0.4875 0.2046 0.2250 4.9731 4.1678 Max Flow
5352o 0.2232 0.0000 1.1521 0.1156 0.1042 8.5043 7.2131 Max Flow
5352u 0.0364 0.0825 2.0986 1.0086 0.1500 8.4087 6.2334 Max Flow
5238o 0.2282 0.0000 0.9537 0.1173 0.1134 7.2134 6.1249 Max Flow
5238u 0.0714 0.1433 0.9939 0.2096 0.1789 7.1116 5.9752 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0608 0.1542 0.9569 0.2005 0.1696 6.1282 5.0179 Max Flow
5049u 0.0546 0.1451 0.5520 0.1927 0.1754 5.9124 5.2163 Max Flow
4948u 0.0694 0.0845 0.5277 0.2084 0.2250 5.2159 4.6022 Max Flow
4845o 0.0132 0.0000 0.0027 0.0048 0.0083 4.6084 3.6036 Max Flow
4845u 0.1107 0.4109 0.7681 0.2557 0.2117 4.4918 3.3061 Max Flow
4746o 0.0271 0.0000 0.1897 0.0408 0.0369 4.6376 4.0566 Max Flow
4746u 0.1005 0.3250 0.2621 0.2455 0.1799 4.6104 4.0237 Max Flow
4645o 0.0741 0.0000 0.0952 0.0624 0.0600 4.0604 3.6047 Max Flow
4645u 0.0973 0.0807 0.3752 0.2421 0.2187 4.0604 3.6047 Max Flow
4140o 0.0341 0.0000 0.4474 0.0607 0.0508 7.6511 6.6687 Max Flow
4140u 0.2094 0.5901 0.4472 0.3300 0.2259 7.6085 6.5693 Max Flow
4038o 0.1223 0.0000 0.1339 0.0770 0.0783 6.6784 6.1285 Max Flow
4038u 0.2347 0.0978 0.4523 0.3411 0.3267 6.6784 6.1287 Max Flow
3938o 0.0665 0.0000 0.0360 0.0264 0.0246 7.0255 6.1237 Max Flow
3938u 0.0247 0.3168 0.8393 0.1384 0.1163 6.9957 5.8292 Max Flow
3836o 0.4995 0.0000 0.0936 0.1326 0.1287 6.1288 5.7499 Max Flow
3836u 0.2608 0.0982 0.3284 0.3586 0.3030 6.0707 5.6446 Max Flow
3635o 1.2555 0.0823 0.1503 0.1553 0.1502 5.7504 5.6002 Max Flow
3635u 0.3948 1.0214 0.2057 0.4173 0.2744 5.6633 4.4261 Max Flow
3533o 0.6209 -0.2778 0.1850 0.3399 0.2306 5.0955 4.9106 Max Flow
3533u 0.0644 0.8667 0.2288 1.0955 0.1000 5.0955 4.0000 Max Flow
2217o 0.6482 0.0000 0.4498 0.2001 0.1974 3.5975 3.1474 Max Flow
2217u 0.9352 0.2220 0.2437 0.5977 0.7500 3.5758 3.1089 Max Flow
2019o 0.2307 0.0000 0.5064 0.0382 0.0277 7.0280 6.0422 Max Flow
2019u 0.4148 1.1594 0.6276 0.4216 0.2645 7.0054 5.2023 Max Flow
1918o 0.0543 0.0000 0.0105 0.0545 0.0482 6.0483 3.2146 Max Flow
1918u 0.8489 0.7666 2.0654 0.5617 0.4450 6.0473 3.2132 Max Flow
1817o 0.7693 0.0000 0.0823 0.1627 0.2185 3.2184 3.1229 Max Flow
1817u 0.6237 0.2027 0.2167 0.5106 0.6000 2.8547 2.4289 Max Flow
1009o 0.0167 0.0000 0.3209 0.0095 0.0087 4.6099 3.5195 Max Flow
1009u 0.1837 0.4676 0.6229 0.3131 0.2448 4.6099 3.5195 Max Flow
0706o 0.0977 0.0000 0.1313 0.0318 0.0308 5.0312 4.5628 Max Flow
0706u 0.0878 0.2584 0.2400 0.2307 0.1856 5.0085 4.5104 Max Flow
0604o 0.4401 0.0000 1.6996 0.0805 0.0629 4.5631 2.8629 Max Flow
0604u 0.3050 0.5143 1.6996 1.0022 0.3005 4.5027 2.2854 Max Flow
0504o 0.0703 0.0000 0.3787 0.0258 0.0228 4.3230 2.8477 Max Flow
0504u 0.1308 0.5584 1.1263 0.2713 0.2123 4.1774 2.4891 Max Flow
0403o 0.2492 0.0000 0.8010 0.0400 0.0450 2.8496 2.0400 Max Flow
0403u 1.1581 0.7795 0.2021 0.6539 0.4190 2.8041 1.8174 Max Flow
0302o 1.6153 0.0000 0.0389 0.1045 0.2060 1.9731 1.9255 Max Flow
0302u 0.7918 0.0664 0.0029 0.3051 0.1837 1.8834 1.8141 Max Flow
14b14ao 1.1273 0.0000 0.0062 0.1056 0.0991 3.0892 2.8241 Max Flow
14b14au 0.1203 0.2941 0.1736 0.2642 0.2329 3.0098 2.5401 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 20.6667 99.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 9.5000 39.0000 71.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4946 27.8333 52.0000 40.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5145 19.8333 50.3333 49.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4440 0.6667 0.5000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4241 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 5.0000 22.0000 93.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 7.3333 61.0000 51.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 14.1667 105.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 36.1667 83.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 116.3333 0.0000 0.0000 0.0000 3.6667 0.0000 None
2629 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 1.8333 43.1667 75.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 91.1667 0.6667 1.3333 0.0000 25.6667 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 87.5000 1.0000 0.0000 25.1667 5.1667 0.0000 None
L575 19.3333 100.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 23.0000 93.5000 3.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 33.3333 86.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 57.3333 20.1667 0.0000 25.5000 15.8333 0.0000 None
1615 0.5000 18.5000 0.6667 3.0000 39.6667 0.0000 57.6667 0.0000 None
1614A 0.1667 3.0000 0.0000 77.3333 30.5000 6.8333 2.1667 0.0000 None
4514B 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.8333 0.3333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 91.1667 17.6667 0.1667 0.0000 11.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 110.6667 9.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 4.1667 106.5000 9.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 110.5000 9.5000 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 8.6667 109.6667 0.0000 1.6667 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 93.3333 2.6667 0.0000 18.8333 4.0000 0.0000 None
0811 3.5000 14.5000 102.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 37.5000 43.5000 0.0000 23.5000 3.3333 12.1667 0.0000 None
0201 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
50b50 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
49b40 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
51b50 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L610 0.0000 0.0000 101.8333 0.0000 0.0000 0.0000 18.1667 0.0000 None
51b48 3.0000 0.8333 57.8333 0.0000 52.1667 0.0000 6.1667 0.0000 None
5352o 1.1667 10.6667 108.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.0000 1.1667 117.3333 0.0000 1.0000 0.0000 0.5000 0.0000 None
5238o 3.5000 17.5000 99.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.0000 1.1667 108.1667 0.0000 0.0000 0.0000 10.6667 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 74.6667 0.0000 0.0000 0.0000 44.1667 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 70.6667 2.1667 28.3333 15.5000 2.1667 0.0000 None
4845o 0.0000 32.3333 87.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 0.1667 113.3333 0.0000 0.0000 0.0000 6.5000 0.0000 None
4746o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.6667 0.5000 86.5000 1.1667 0.0000 20.3333 10.8333 0.0000 None
4645o 0.0000 6.3333 113.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 67.3333 5.1667 0.0000 44.8333 1.5000 0.0000 None
4140o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4140u 0.0000 1.1667 105.1667 0.0000 0.0000 0.0000 13.6667 0.0000 None
4038o 0.0000 13.6667 106.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038u 0.0000 1.1667 72.5000 11.0000 0.0000 30.1667 5.1667 0.0000 None
3938o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3938u 0.3333 0.8333 81.3333 0.0000 0.0000 0.0000 37.5000 0.0000 None
3836o 0.0000 13.5000 106.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 64.1667 2.8333 0.0000 46.3333 5.5000 0.0000 None
3635o 0.0000 0.0000 119.3333 0.0000 0.0000 0.0000 0.6667 0.0000 None
3635u 1.0000 0.1667 15.8333 57.3333 0.0000 40.5000 5.1667 0.0000 None
3533o 0.0000 0.0000 107.1667 0.0000 0.0000 0.0000 12.8333 0.0000 None
3533u 0.0000 0.1667 53.8333 0.0000 0.0000 0.0000 66.0000 0.0000 None
2217o 0.1667 1.3333 118.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 31.8333 59.0000 0.1667 0.0000 29.0000 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 111.6667 0.0000 0.0000 0.0000 7.3333 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 8.0000 19.6667 92.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 2.1667 53.3333 4.0000 6.8333 23.1667 30.5000 0.0000 None
1009o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.6667 0.5000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 15.0000 105.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 92.0000 0.1667 0.0000 25.8333 0.8333 0.0000 None
0604o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 The text continues on section 5.