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100ycc25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 21:14.
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.. 5
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 82.1100 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 1776 540 N37#2 3560 1080 N31#1 1776 540
N31#2 3560 1080 N28#1 1776 540 N28#2 3560 1080
N27#1 1772 540 N27#2 3540 1080 N35#1 1788 540
N35#2 1788 540 N21#1 1772 540 N21#2 3552 1080
N20#1 1756 540 N20#2 1720 540 N19#1 1780 540
N19#2 3528 1080 N18#1 1768 540 N18#2 3544 1080
N17#1 1784 540 N17#2 3660 1080 N54#1 1788 540
N54#2 1764 540 N53#1 1712 540 N53#2 1768 540
N52#1 1788 540 N52#2 3564 1080 N44#1 1780 540
N44#2 3680 1080 N43#1 1772 540 N43#2 1768 540
N42#1 1784 540 N42#2 3772 1080 N40#1 1784 540
N40#2 3684 1080 N39#1 1780 540 N39#2 3560 1080
N38#1 1756 540 N38#2 3544 1080 N51B#1 1788 540
N51B#2 3608 1080 N50B#1 1780 540 N50B#2 3688 1080
N47#1 1792 540 N47#2 3544 1080 N45#1 1816 540
N45#2 3544 1080 N10#1 1776 540 N10#2 1764 540
N8#1 1776 540 N8#2 1760 540 N7#1 1776 540
N7#2 1760 540 N6#1 1764 540 N6#2 1748 540
N5#1 1776 540 N5#2 1764 540 N4#1 1776 540
N4#2 1760 540 N11#1 1748 540 N11#2 3624 1080
N2#1 1772 540 N2#2 3588 1080 N49B#1 1788 540
N49B#2 3640 1080 N23#1 1776 540 N23#2 3568 1080
N22#1 1772 540 N22#2 1768 540 N26#1 1772 540
N26#2 1756 540 N29#1 1780 540 N29#2 3544 1080
N30#1 1780 540 N30#2 3568 1080 N36#1 1780 540
N36#2 3556 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 82.1100 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.107335E+04 82.110
Total Infiltration 5.575376E+01 0.413
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.103283E+04 81.810
Total Water remaining in Surface Storage 3.262660E+00 0.024
Infiltration over the Pervious Area... 5.575376E+01 0.801
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.109185E+04 82.247
Total Precipitation + Initial Storage. 1.107335E+04 82.110
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............... -0.1670
****************************************************
* 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.............. 1.103283E+04 81.810
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.................. 1.098211E+04 81.433
Initial Storage + Inflow.................... 1.103283E+04 81.810
Final Storage + Outflow + Diverted GW....... 1.098211E+04 81.433
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.4619
##################################################
# 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).... 82.11000 82.11000 82.11000 82.11000 82.11000 82.11000
Max Intensity (mm/hr).. 338.10000 338.10000 338.10000 338.10000 338.10000 338.10000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 81.42354 0.00000 81.42731 0.00000 81.42240
Total Losses (mm)...... 0.00000 0.67375 0.00000 0.67084 0.00000 0.67462
Remaining Depth (mm)... 0.00000 0.01271 0.00000 0.01186 0.00000 0.01298
Peak Runoff Rate (cms). 0.00000 0.08363 0.00000 0.12692 0.00000 0.15640
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.26721 82.39181 82.26714 82.39747 82.26794 82.42054
Peak Runoff Rate (cms). 0.08410 0.03662 0.12334 0.05550 0.14205 0.05330
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.26721 82.39181 82.26714 82.39747 82.26794 82.42054
Peak Runoff Rate (cms). 0.08410 0.03662 0.12334 0.05550 0.14205 0.05330
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) 82.26721 81.71402 82.26714 81.71836 82.26794 81.67194
Peak Runoff Rate (cms). 0.08410 0.12026 0.12334 0.18242 0.14205 0.20969
Unit Runoff (mm/hr).... 339.20236 335.80103 339.19923 336.14461 339.23665 335.32686
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).... 82.11000 82.11000 82.11000 82.11000 82.11000 82.11000
Max Intensity (mm/hr).. 338.10000 338.10000 338.10000 338.10000 338.10000 338.10000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 81.36733 0.00000 81.57329 0.00000 81.44096
Total Losses (mm)...... 0.00000 0.70866 0.00000 0.53540 0.00000 0.65979
Remaining Depth (mm)... 0.00000 0.03401 0.00000 0.00131 0.00000 0.00924
Peak Runoff Rate (cms). 0.00000 0.26667 0.00000 0.01960 0.00000 0.13727
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.23453 82.29252 82.36873 0.00000 82.22420 82.29806
Peak Runoff Rate (cms). 0.19390 0.15247 0.04695 0.00000 0.00092 0.17010
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.23453 82.29252 82.36873 0.00000 82.22420 82.29806
Peak Runoff Rate (cms). 0.19390 0.15247 0.04695 0.00133 0.00092 0.17010
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) 82.23453 81.69114 82.36873 81.57329 82.22420 81.91237
Peak Runoff Rate (cms). 0.19390 0.41914 0.04695 0.01960 0.00092 0.30737
Unit Runoff (mm/hr).... 336.78484 327.19974 340.83939 338.83810 335.52006 338.10986
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).... 82.11000 82.11000 82.11000 82.11000 82.11000 82.11000
Max Intensity (mm/hr).. 338.10000 338.10000 338.10000 338.10000 338.10000 338.10000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 81.21929 0.00000 81.33829 0.00000 81.33965
Total Losses (mm)...... 0.00000 0.74599 0.00000 0.72049 0.00000 0.72002
Remaining Depth (mm)... 0.00000 0.14471 0.00000 0.05121 0.00000 0.05033
Peak Runoff Rate (cms). 0.00000 0.22489 0.00000 0.39156 0.00000 0.33033
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.15222 0.00000 82.29346 82.26679 82.21467 82.44235
Peak Runoff Rate (cms). 0.63525 0.00000 0.11618 0.23121 0.08282 0.04038
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.15222 0.00000 82.29346 82.26679 82.21467 82.44235
Peak Runoff Rate (cms). 0.63525 0.01799 0.11618 0.23121 0.08282 0.04038
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) 82.15222 81.21929 82.29346 81.66327 82.21467 81.44992
Peak Runoff Rate (cms). 0.63525 0.22489 0.11618 0.62277 0.08282 0.37071
Unit Runoff (mm/hr).... 316.32034 260.81604 340.09778 319.75762 334.06199 312.95406
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).... 82.11000 82.11000 82.11000 82.11000 82.11000 82.11000
Max Intensity (mm/hr).. 338.10000 338.10000 338.10000 338.10000 338.10000 338.10000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 81.38821 0.00000 81.39718 0.00000 81.41353
Total Losses (mm)...... 0.00000 0.69767 0.00000 0.69223 0.00000 0.68118
Remaining Depth (mm)... 0.00000 0.02412 0.00000 0.02060 0.00000 0.01529
Peak Runoff Rate (cms). 0.00000 0.08908 0.00000 0.19206 0.00000 0.21317
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.30252 82.48515 82.40154 0.00000 82.00149 0.00000
Peak Runoff Rate (cms). 0.02531 0.01033 0.00094 0.00000 0.00071 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.30252 82.48515 82.40154 0.00000 82.00149 0.00000
Peak Runoff Rate (cms). 0.02531 0.01033 0.00094 0.00003 0.00071 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) 82.30252 81.49790 82.40154 81.39718 82.00149 81.41353
Peak Runoff Rate (cms). 0.02531 0.09941 0.00094 0.19206 0.00071 0.21317
Unit Runoff (mm/hr).... 340.28693 328.05677 340.89415 328.85242 256.09054 332.10587
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).... 82.11000 82.11000 82.11000 82.11000 82.11000 82.11000
Max Intensity (mm/hr).. 338.10000 338.10000 338.10000 338.10000 338.10000 338.10000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 81.43862 0.00000 81.41597 0.00000 81.41551
Total Losses (mm)...... 0.00000 0.66174 0.00000 0.67941 0.00000 0.67975
Remaining Depth (mm)... 0.00000 0.00964 0.00000 0.01462 0.00000 0.01474
Peak Runoff Rate (cms). 0.00000 0.03880 0.00000 0.12718 0.00000 0.19048
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.36107 82.44385 82.30029 82.49539 82.22420 0.00000
Peak Runoff Rate (cms). 0.02629 0.01315 0.11435 0.01612 0.00092 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.36107 82.44385 82.30029 82.49539 82.22420 0.00000
Peak Runoff Rate (cms). 0.02629 0.01315 0.11435 0.01612 0.00092 0.00003
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) 82.36107 81.68993 82.30029 81.53471 82.22420 81.41551
Peak Runoff Rate (cms). 0.02629 0.05195 0.11435 0.14329 0.00092 0.19048
Unit Runoff (mm/hr).... 340.81601 336.73412 340.24458 333.43200 335.52006 332.43261
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).... 82.11000 82.11000 82.11000 82.11000 82.11000 82.11000
Max Intensity (mm/hr).. 338.10000 338.10000 338.10000 338.10000 338.10000 338.10000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 81.46062 0.00000 81.43560 0.00000 81.42614
Total Losses (mm)...... 0.00000 0.64283 0.00000 0.66422 0.00000 0.67175
Remaining Depth (mm)... 0.00000 0.00655 0.00000 0.01019 0.00000 0.01211
Peak Runoff Rate (cms). 0.00000 0.07518 0.00000 0.02275 0.00000 0.05855
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.32090 82.45551 82.31466 82.49203 82.30126 82.41978
Peak Runoff Rate (cms). 0.09382 0.00845 0.04221 0.00409 0.05437 0.02100
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.32090 82.45551 82.31466 82.49203 82.30126 82.41978
Peak Runoff Rate (cms). 0.09382 0.00845 0.04221 0.00409 0.05437 0.02100
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) 82.32090 81.56011 82.31466 81.59406 82.30126 81.68449
Peak Runoff Rate (cms). 0.09382 0.08364 0.04221 0.02684 0.05437 0.07955
Unit Runoff (mm/hr).... 340.55230 337.33392 340.47682 335.92529 340.26321 335.76913
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).... 82.11000 82.11000 82.11000 82.11000 82.11000 82.11000
Max Intensity (mm/hr).. 338.10000 338.10000 338.10000 338.10000 338.10000 338.10000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 81.37576 0.00000 81.44688 0.00000 81.46441
Total Losses (mm)...... 0.00000 0.70450 0.00000 0.65480 0.00000 0.63945
Remaining Depth (mm)... 0.00000 0.02974 0.00000 0.00832 0.00000 0.00614
Peak Runoff Rate (cms). 0.00000 0.10207 0.00000 0.07012 0.00000 0.06241
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.15309 82.34752 82.37167 82.45404 82.30188 82.49166
Peak Runoff Rate (cms). 0.08549 0.03783 0.04789 0.02371 0.09749 0.01578
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.15309 82.34752 82.37167 82.45404 82.30188 82.49166
Peak Runoff Rate (cms). 0.08549 0.03783 0.04789 0.02371 0.09749 0.01578
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) 82.15309 81.62842 82.37167 81.69867 82.30188 81.66986
Peak Runoff Rate (cms). 0.08549 0.13990 0.04789 0.09384 0.09749 0.07819
Unit Runoff (mm/hr).... 316.65156 327.63500 340.84697 337.26327 340.27496 337.88766
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).... 82.11000 82.11000 82.11000 82.11000 82.11000 82.11000
Max Intensity (mm/hr).. 338.10000 338.10000 338.10000 338.10000 338.10000 338.10000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 81.35207 0.00000 81.36271 0.00000 81.38874
Total Losses (mm)...... 0.00000 0.71532 0.00000 0.71079 0.00000 0.69736
Remaining Depth (mm)... 0.00000 0.04260 0.00000 0.03650 0.00000 0.02390
Peak Runoff Rate (cms). 0.00000 0.23462 0.00000 0.21883 0.00000 0.09902
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.43457 82.37431 82.44701 82.38688 82.25835 0.00000
Peak Runoff Rate (cms). 0.03381 0.05578 0.03099 0.05138 0.21462 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.43457 82.37431 82.44701 82.38688 82.25835 0.00000
Peak Runoff Rate (cms). 0.03381 0.05578 0.03099 0.05138 0.21462 0.00608
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) 82.43457 81.53608 82.44701 81.54706 82.25835 81.38874
Peak Runoff Rate (cms). 0.03381 0.29040 0.03099 0.27021 0.21462 0.09902
Unit Runoff (mm/hr).... 340.91176 319.44195 340.91427 322.66106 338.73114 326.76882
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).... 82.11000 82.11000 82.11000 82.11000 82.11000 82.11000
Max Intensity (mm/hr).. 338.10000 338.10000 338.10000 338.10000 338.10000 338.10000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 81.37496 0.00000 81.37643 0.00000 81.31028
Total Losses (mm)...... 0.00000 0.70491 0.00000 0.70415 0.00000 0.72903
Remaining Depth (mm)... 0.00000 0.03013 0.00000 0.02942 0.00000 0.07069
Peak Runoff Rate (cms). 0.00000 0.08892 0.00000 0.08726 0.00000 0.24180
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.24748 0.00000 82.24438 0.00000 82.19499 0.00000
Peak Runoff Rate (cms). 0.20484 0.00000 0.19538 0.00000 0.62456 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.24748 0.00000 82.24438 0.00000 82.19499 0.00000
Peak Runoff Rate (cms). 0.20484 0.00580 0.19538 0.00553 0.62456 0.01769
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) 82.24748 81.37496 82.24438 81.37643 82.19499 81.31028
Peak Runoff Rate (cms). 0.20484 0.08892 0.19538 0.08726 0.62456 0.24180
Unit Runoff (mm/hr).... 337.98459 322.77160 337.73117 323.23068 330.00898 297.54265
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).... 82.11000 82.11000 82.11000 82.11000 82.11000 82.11000
Max Intensity (mm/hr).. 338.10000 338.10000 338.10000 338.10000 338.10000 338.10000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 81.38425 0.00000 81.37442 0.00000 81.34507
Total Losses (mm)...... 0.00000 0.69993 0.00000 0.70518 0.00000 0.71804
Remaining Depth (mm)... 0.00000 0.02582 0.00000 0.03040 0.00000 0.04689
Peak Runoff Rate (cms). 0.00000 0.09237 0.00000 0.17241 0.00000 0.63421
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.25317 0.00000 82.24354 0.00000 82.11032 82.47055
Peak Runoff Rate (cms). 0.20975 0.00000 0.42230 0.00000 0.00082 0.06026
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.25317 0.00000 82.24354 0.00000 82.11032 82.47055
Peak Runoff Rate (cms). 0.20975 0.00594 0.42230 0.01196 0.00082 0.06026
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) 82.25317 81.38425 82.24354 81.37442 82.11032 81.43511
Peak Runoff Rate (cms). 0.20975 0.09237 0.42230 0.17241 0.00082 0.69446
Unit Runoff (mm/hr).... 338.40081 325.54339 337.65946 322.60032 299.07421 314.32908
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).... 82.11000 82.11000 82.11000 82.11000 82.11000 82.11000
Max Intensity (mm/hr).. 338.10000 338.10000 338.10000 338.10000 338.10000 338.10000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 81.35187 0.00000 81.45582 0.00000 81.48907
Total Losses (mm)...... 0.00000 0.71540 0.00000 0.64707 0.00000 0.61680
Remaining Depth (mm)... 0.00000 0.04273 0.00000 0.00711 0.00000 0.00413
Peak Runoff Rate (cms). 0.00000 0.25745 0.00000 0.07304 0.00000 0.24764
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.22420 82.45383 82.38434 82.46449 82.24512 82.35666
Peak Runoff Rate (cms). 0.00092 0.03099 0.04977 0.02465 0.00093 0.30517
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.22420 82.45383 82.38434 82.46449 82.24512 82.35666
Peak Runoff Rate (cms). 0.00092 0.03099 0.04977 0.02465 0.00093 0.30517
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) 82.22420 81.46207 82.38434 81.70799 82.24512 81.96625
Peak Runoff Rate (cms). 0.00092 0.28844 0.04977 0.09769 0.00093 0.55281
Unit Runoff (mm/hr).... 335.52006 317.28904 340.87267 337.72399 337.79384 339.54687
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).... 82.11000 82.11000 82.11000 82.11000 82.11000 82.11000
Max Intensity (mm/hr).. 338.10000 338.10000 338.10000 338.10000 338.10000 338.10000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 81.41936 0.00000 81.34970 0.00000 81.38606
Total Losses (mm)...... 0.00000 0.67691 0.00000 0.71627 0.00000 0.69891
Remaining Depth (mm)... 0.00000 0.01373 0.00000 0.04403 0.00000 0.02503
Peak Runoff Rate (cms). 0.00000 0.19541 0.00000 0.03026 0.00000 0.26048
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.23590 0.00000 82.22453 0.00000 82.28740 82.28389
Peak Runoff Rate (cms). 0.00093 0.00000 0.02126 0.00000 0.12361 0.19660
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.23590 0.00000 82.22453 0.00000 82.28740 82.28389
Peak Runoff Rate (cms). 0.00093 0.00003 0.02126 0.00060 0.12361 0.19660
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) 82.23590 81.41936 82.22453 81.34970 82.28740 81.76315
Peak Runoff Rate (cms). 0.00093 0.19541 0.02126 0.03026 0.12361 0.45708
Unit Runoff (mm/hr).... 336.92981 333.02918 335.56529 313.82836 339.94287 331.84095
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).... 82.11000 82.11000 82.11000 82.11000
Max Intensity (mm/hr).. 338.10000 338.10000 338.10000 338.10000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 81.44510 0.00000 81.41962
Total Losses (mm)...... 0.00000 0.65632 0.00000 0.67671
Remaining Depth (mm)... 0.00000 0.00858 0.00000 0.01366
Peak Runoff Rate (cms). 0.00000 0.10065 0.00000 0.11387
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.30107 82.44090 82.26967 82.40381
Peak Runoff Rate (cms). 0.08624 0.03778 0.09815 0.04310
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.30107 82.44090 82.26967 82.40381
Peak Runoff Rate (cms). 0.08624 0.03778 0.09815 0.04310
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) 82.30107 81.71397 82.26967 81.68535
Peak Runoff Rate (cms). 0.08624 0.13843 0.09815 0.15697
Unit Runoff (mm/hr).... 340.25973 337.25793 339.31509 335.18219
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
400.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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| ################## |
| # # |
320.000 = # # =
| # # |
| # # |
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| # # |
| # # |
| ################# # |
| # # |
| # # |
| # # |
240.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | # # |
################## # |
# # |
160.000 # # =
# # |
# # |
# # |
# # |
# # |
# # |
# ################## |
# ################# |
# # |
80.000 # # =
# # |
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# # |
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0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE
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 24.2769 50.0000 20.0000
N53 1.1882 2.9704 175.0000
N52 0.9630 2.4075 30.0000
N38 0.3511 0.8778 80.0000
N51B 1.0871 2.7176 4885.0000
N48 1.0005 2.5013 20.0000
N50B 0.9345 2.3362 15.0000
N49B 1.0108 2.5270 40.0000
N47 0.7146 1.7866 45.0000
N46 0.8361 2.0902 15.0000
N45 0.7627 1.9067 45.0000
N43 21.1123 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 1.6244 4.0611 215.0000
N44 9.6265 24.0662 0.0000
N40 2.0023 5.0058 95.0000
N39 1.4263 3.5659 70.0000
N37 12.1412 30.3531 0.0000
N36 0.6215 1.5537 20.0000
N35 8.9380 22.3450 0.0000
N34 0.5073 1.2681 35.0000
N33 0.2616 0.6541 330.0000
N31 7.9250 19.8125 0.0000
N30 0.5149 1.2872 50.0000
N29 36.1456 50.0000 0.0000
N28 7.0555 17.6388 0.0000
N27 1.3055 3.2637 25.0000
N26 32.2576 50.0000 0.0000
N25 2.6197 6.5492 0.0000
N24 0.4871 1.2177 85.0000
N23 3.1089 7.7723 5.0000
N22 0.3855 0.9638 45.0000
N21 0.7940 1.9850 55.0000
N20 0.5689 1.4223 140.0000
N19 0.3019 0.7548 310.0000
N18 0.6078 1.5195 5.0000
N17 1.0425 2.6064 5.0000
N16 4.8323 12.0808 0.0000
N15 3.5464 8.8661 0.0000
N14B 0.2763 0.6907 90.0000
N14A 7.3416 18.3540 0.0000
N13 6.9728 17.4321 0.0000
N12 20.4470 50.0000 0.0000
N11 10.1350 25.3376 0.0000
N10 0.8349 2.0872 40.0000
N9 1.1749 2.9372 65.0000
N8 0.9797 2.4493 15.0000
N7 0.8912 2.2279 50.0000
N6 0.4556 1.1389 15.0000
N5 1.2380 3.0951 60.0000
N4 3.1690 7.9225 5.0000
N3 17.1270 42.8176 0.0000
N2 17.1149 42.7873 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...N51B
*==========================================================*
| 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 27.3443 27.3443 50.0000 1.9167 -0.0015 0.3752 Normal Soln
5047 49.0389 49.0389 50.0000 0.0000 -0.0020 0.0850 Normal Soln
4946 50.0000 50.0000 50.0000 0.0000 -0.0015 0.1085 Normal Soln
5145 47.1842 47.1842 50.0000 0.0000 0.0023 0.0874 Normal Soln
4440 22.9906 22.9906 39.7312 0.0000 -0.3880 0.8403 Normal Soln
4342 13.7291 13.7291 23.6881 0.0000 -0.0031 0.0424 Normal Soln
4241 10.5322 10.5322 16.0977 0.0000 -0.0035 0.0904 Normal Soln
3736 38.1966 38.1966 50.0000 0.0000 -0.0031 0.0272 Normal Soln
3534 4.8801 4.8801 11.2179 0.0000 0.0272 1.1613 Normal Soln
3422 16.5792 16.5792 44.0675 0.0000 0.0192 0.9129 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 -0.0046 0.0580 Normal Soln
3024 8.0331 8.0331 18.9778 0.0000 0.0146 1.9557 Normal Soln
3036 10.1762 10.1762 29.3811 0.0000 -0.0114 0.4138 Normal Soln
2827 27.0966 27.0966 43.0327 0.0000 -0.0034 0.0449 Normal Soln
2726 6.6411 6.6411 40.8743 0.0000 -0.0253 0.1395 Normal Soln
2629 29.2027 29.2027 50.0000 0.0000 -0.0057 0.6266 Normal Soln
2930 23.8103 23.8103 43.0359 0.0000 -0.0086 0.2252 Normal Soln
2725 4.9358 4.9358 12.3080 0.0000 0.0038 2.4201 Normal Soln
2524 14.3362 14.3362 32.6473 0.0000 0.0043 2.0835 Normal Soln
2422 6.2437 6.2437 17.0820 0.0000 0.0213 2.2604 Normal Soln
L575 43.0041 43.0041 50.0000 0.0000 -0.0086 0.2566 Normal Soln
2117 5.8155 5.8155 20.2458 0.0000 -0.0054 0.1027 Normal Soln
1714B 13.4999 13.4999 36.8002 0.0000 0.0290 0.8222 Normal Soln
1716 4.5971 4.5971 12.5072 0.0000 -0.0331 1.5112 Normal Soln
1615 3.8791 3.8791 9.7317 0.0000 0.0204 3.6218 Normal Soln
1614A 1.7639 1.7639 5.2036 0.1667 -0.0201 3.6818 Normal Soln
4514B 15.6218 15.6218 26.4333 0.0000 0.0190 0.0636 Normal Soln
4515 5.6925 5.6925 12.6314 0.0000 0.0064 2.3079 Normal Soln
1502 14.8393 14.8393 32.4783 0.0000 0.0153 4.6430 Normal Soln
14A13 3.6545 3.6545 14.0017 0.0000 -0.0372 0.6572 Normal Soln
1312 5.9185 5.9185 22.9269 0.0000 0.0390 0.6758 Normal Soln
1211 13.7074 13.7074 50.0000 0.0000 0.0319 0.4688 Normal Soln
1103 15.3641 15.3641 50.0000 0.0000 0.0259 0.3141 Normal Soln
0912 28.3496 28.3496 50.0000 0.0000 -0.0028 0.0456 Normal Soln
0908 11.3339 11.3339 41.6171 0.0000 0.0041 2.2344 Normal Soln
0811 30.7689 30.7689 50.0000 0.0000 0.0059 0.0974 Normal Soln
0804 10.8716 10.8716 34.2380 0.0000 -0.0066 3.0282 Normal Soln
0201 3.0593 3.0593 7.3245 0.0000 0.2356 0.1425 Normal Soln
50b50 6.7065 6.7065 10.1037 0.0000 -0.0042 0.0182 Normal Soln
49b40 6.7207 6.7207 10.1633 0.0000 -0.0036 0.0193 Normal Soln
51b50 5.9355 5.9355 8.6172 0.0000 -0.0035 0.0231 Normal Soln
L610 19.9876 19.9876 50.0000 0.0000 0.0397 2.0828 Normal Soln
51b48 4.1794 4.1794 12.1223 0.0000 0.0041 4.5648 Normal Soln
5352o 12.9169 12.9169 24.5730 0.0000 0.0097 0.6279 Normal Soln
5352u 6.8922 6.8922 18.0020 0.0000 0.0009 3.4218 Normal Soln
5238o 13.5413 13.5413 26.7611 0.0000 -0.0051 0.4896 Normal Soln
5238u 7.9717 7.9717 21.9623 0.0000 0.0026 2.9626 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.0092 11.0092 35.8021 0.0000 0.0017 2.3081 Normal Soln
5049u 12.9631 12.9631 25.8053 0.0000 0.0021 1.9842 Normal Soln
4948u 3.7999 3.7999 10.0151 0.0000 0.0028 3.2604 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 -0.0004 0.0126 Normal Soln
4845u 12.4944 12.4944 35.9434 0.0000 0.0048 2.0915 Normal Soln
4746o 17.3447 17.3447 32.8231 0.0000 -0.0031 0.0271 Normal Soln
4746u 5.3360 5.3360 17.7011 0.0000 0.0059 2.2011 Normal Soln
4645o 24.8782 24.8782 50.0000 0.0000 -0.0030 0.0432 Normal Soln
4645u 6.9968 6.9968 24.0742 0.0000 -0.0099 3.0946 Normal Soln
4140o 23.1981 23.1981 39.6217 0.0000 -0.0037 0.0420 Normal Soln
4140u 6.1660 6.1660 15.7467 0.0000 0.0034 1.7283 Normal Soln
4038o 49.0987 49.0987 50.0000 0.0000 0.0052 0.0753 Normal Soln
4038u 13.9951 13.9951 45.9353 0.0000 -0.0052 2.7542 Normal Soln
3938o 32.8245 32.8245 50.0000 0.0000 0.0222 0.0397 Normal Soln
3938u 8.7523 8.7523 26.5527 0.0000 0.0007 2.4583 Normal Soln
3836o 23.4520 23.4520 50.0000 0.0000 0.0071 0.2183 Normal Soln
3836u 7.7616 7.7616 24.6156 0.0000 0.0216 3.0691 Normal Soln
3635o 4.2348 4.2348 8.2296 0.0000 -0.0198 0.3303 Normal Soln
3635u 1.6409 1.6409 3.7844 9.3333 -0.0108 1.4853 Normal Soln
3533o 2.1522 2.1522 3.3998 0.0000 0.0242 0.6586 Normal Soln
3533u 1.5410 1.5410 3.1526 108.5833 0.0026 4.5736 Normal Soln
2217o 15.7314 15.7314 33.6073 0.0000 0.0335 0.3167 Normal Soln
2217u 5.5803 5.5803 15.4692 0.0000 0.0363 4.3751 Normal Soln
2019o 18.9378 18.9378 40.3282 0.0000 0.0141 0.0948 Normal Soln
2019u 5.0904 5.0904 11.3476 0.0000 0.0167 1.6726 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 -0.0091 0.0731 Normal Soln
1918u 15.7597 15.7597 36.7684 0.0000 -0.1635 2.0683 Normal Soln
1817o 13.4098 13.4098 37.3341 0.0000 0.0085 0.3289 Normal Soln
1817u 3.9723 3.9723 9.9106 0.0000 0.0240 4.2033 Normal Soln
1009o 43.4187 43.4187 50.0000 0.0000 -0.0043 0.0307 Normal Soln
1009u 10.3231 10.3231 30.1505 0.0000 -0.0106 1.6763 Normal Soln
0706o 25.7225 25.7225 50.0000 0.0000 -0.0044 0.0560 Normal Soln
0706u 6.7476 6.7476 24.1768 0.0000 0.0021 2.2236 Normal Soln
0604o 27.8730 27.8730 46.9494 0.0000 -0.0122 0.1808 Normal Soln
0604u 9.7051 9.7051 20.8444 0.0000 0.0070 2.2275 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 -0.0038 0.0422 Normal Soln
0504u 12.3052 12.3052 33.4690 0.0000 0.0027 2.0654 Normal Soln
0403o 10.0692 10.0692 20.5327 0.0000 -0.0165 0.2210 Normal Soln
0403u 3.2172 3.2172 6.8371 0.0000 0.0106 1.2484 Normal Soln
0302o 5.2375 5.2375 15.0927 0.0000 0.0271 3.7901 Normal Soln
0302u 2.7007 2.7007 11.0328 0.0000 -0.0067 0.7796 Normal Soln
14b14ao 5.3815 5.3815 27.2397 0.0000 0.0461 0.1012 Normal Soln
14b14au 1.9453 1.9453 5.8070 0.0000 -0.0080 3.8496 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...................................4440
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 2.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.02 / 8.92/ N53/ 0.01 / 7.41/ N52/ 0.01 / 6.11/
N38/ 0.01 / 5.01/ N51B/ 0.02 / 3.82/ N48/ 0.01 / 3.61/
N50B/ 1.00 / 5.70/ N49B/ 0.00 / 4.00/ N47/ 0.01 / 3.61/
N46/ 0.01 / 3.01/ N45/ 0.02 / 2.52/ N43/ 0.00 / 9.20/
N42/ 0.01 / 8.31/ N41/ 0.00 / 6.60/ N44/ 0.00 / 8.00/
N40/ 0.01 / 5.61/ N39/ 0.00 / 6.00/ N37/ 0.00 / 7.00/
N36/ 0.11 / 4.58/ N35/ 0.58 / 4.58/ N34/ 0.50 / 4.60/
N33/ 0.11 / 2.71/ N31/ 0.00 / 7.50/ N30/ 0.02 / 4.22/
N29/ 0.01 / 6.41/ N28/ 0.00 / 8.30/ N27/ 0.01 / 5.36/
N26/ 0.02 / 6.52/ N25/ 0.01 / 4.88/ N24/ 0.02 / 2.61/
N23/ 0.01 / 4.71/ N22/ 0.03 / 1.89/ N21/ 1.00 / 3.00/
N20/ 0.01 / 6.01/ N19/ 0.02 / 4.52/ N18/ 0.04 / 1.94/
N17/ 0.03 / 1.78/ N16/ 0.14 / 1.48/ N15/ 0.19 / 1.40/
N14B/ 0.06 / 1.86/ N14A/ 0.26 / 1.86/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.02 / 1.36/ N10/ 0.00 / 3.60/
N9/ 0.01 / 2.51/ N8/ 0.01 / 2.01/ N7/ 0.01 / 4.01/
N6/ 0.02 / 3.52/ N5/ 0.01 / 3.31/ N4/ 0.01 / 1.71/
N3/ 0.04 / 1.14/ N2/ 0.09 / 1.14/ N1/ 0.08 / 1.01/
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/ 0.05 / 1614A/ -0.04 / 4514B/ 0.00*/
4515/ 0.00*/ 1502/ 0.05 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00*/
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.06 / 50b50/ 0.00*/
49b40/ 0.00*/ 51b50/ 0.00*/ L610/ 0.04*/
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/ 0.04 /
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/ 0.06 /
Conduit/ Velocity
5453/ 0.07 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.13 / 4342/ 0.09 /
4241/ 0.13 / 3736/ 0.07 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.02 / 3024/ 0.64 /
3036/ 0.00 / 2827/ 0.09 / 2726/ 0.00 /
2629/ 0.06 / 2930/ 0.20 / 2725/ 0.39 /
2524/ 0.47 / 2422/ 0.42 / L575/ 0.05 /
2117/ 0.02 / 1714B/ 0.00 / 1716/ 0.18 /
1615/ 0.71 / 1614A/ -0.51 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.80 / 14A13/ 0.00 /
1312/ 0.01 / 1211/ 0.00 / 1103/ 0.02 /
0912/ 0.00 / 0908/ 0.17 / 0811/ 0.00 /
0804/ 0.21 / 0201/ 0.40 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.53 /
51b48/ 0.32 / 5352o/ 0.00 / 5352u/ 0.49 /
5238o/ 0.00 / 5238u/ 0.41 / 3851o/ 0.00 /
3851u/ 0.29 / 5049u/ 0.17 / 4948u/ 0.11 /
4845o/ 0.00 / 4845u/ 0.43 / 4746o/ 0.00 /
4746u/ 0.29 / 4645o/ 0.00 / 4645u/ 0.16 /
4140o/ 0.00 / 4140u/ 0.21 / 4038o/ 0.00 /
4038u/ 0.21 / 3938o/ 0.00 / 3938u/ 0.09 /
3836o/ 0.00 / 3836u/ 0.04 / 3635o/ 0.00 /
3635u/ 0.02 / 3533o/ 0.00 / 3533u/ 2.31 /
2217o/ 0.00 / 2217u/ 0.33 / 2019o/ 0.00 /
2019u/ 0.82 / 1918o/ 0.00 / 1918u/ 0.49 /
1817o/ 0.00 / 1817u/ 0.49 / 1009o/ 0.00 /
1009u/ 0.22 / 0706o/ 0.00 / 0706u/ 0.13 /
0604o/ 0.00 / 0604u/ 0.65 / 0504o/ 0.00 /
0504u/ 0.16 / 0403o/ 0.00 / 0403u/ 0.33 /
0302o/ 0.00 / 0302u/ 0.01 / 14b14ao/ 0.00 /
14b14au/ 0.00 /
Conduit/ Width
5453/ 0.29 / 5047/ 0.01 / 4946/ 0.01 /
5145/ 0.01 / 4440/ 0.08 / 4342/ 0.13 /
4241/ 0.11 / 3736/ 0.10 / 3534/ 0.02 /
3422/ 0.01 / 3130/ 0.34 / 3024/ 0.18 /
3036/ 3.09 / 2827/ 0.14 / 2726/ 8.94 /
2629/ 1.29 / 2930/ 0.79 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.25 / L575/ 0.40 /
2117/ 0.17 / 1714B/ 1.77 / 1716/ 0.54 /
1615/ 0.61 / 1614A/ 0.63 / 4514B/ 0.02 /
4515/ 0.20 / 1502/ 0.61 / 14A13/ 0.80 /
1312/ 0.02 / 1211/ 0.13 / 1103/ 0.86 /
0912/ 0.14 / 0908/ 0.15 / 0811/ 0.24 /
0804/ 0.18 / 0201/ 2.42 / 50b50/ 0.00 /
49b40/ 1.31 / 51b50/ 0.45 / L610/ 0.61 /
51b48/ 0.11 / 5352o/ 0.05 / 5352u/ 0.08 /
5238o/ 0.02 / 5238u/ 0.10 / 3851o/ 0.01 /
3851u/ 0.11 / 5049u/ 0.09 / 4948u/ 0.09 /
4845o/ 0.34 / 4845u/ 0.12 / 4746o/ 0.04 /
4746u/ 0.12 / 4645o/ 0.02 / 4645u/ 0.12 /
4140o/ 0.00 / 4140u/ 0.15 / 4038o/ 0.01 /
4038u/ 0.18 / 3938o/ 0.05 / 3938u/ 0.07 /
3836o/ 0.05 / 3836u/ 0.27 / 3635o/ 0.02 /
3635u/ 0.21 / 3533o/ 1.00 / 3533u/ 0.09 /
2217o/ 0.05 / 2217u/ 0.30 / 2019o/ 0.10 /
2019u/ 0.19 / 1918o/ 0.07 / 1918u/ 0.26 /
1817o/ 0.20 / 1817u/ 0.28 / 1009o/ 0.02 /
1009u/ 0.15 / 0706o/ 0.21 / 0706u/ 0.13 /
0604o/ 0.33 / 0604u/ 0.15 / 0504o/ 0.02 /
0504u/ 0.12 / 0403o/ 0.12 / 0403u/ 0.31 /
0302o/ 0.34 / 0302u/ 1.50 / 14b14ao/ 0.06 /
14b14au/ 0.23 /
Junction/ EGL
N54/ 0.02 / N53/ 1.00 / N52/ 0.02 /
N38/ 0.02 / N51B/ 0.02 / N48/ 0.02 /
N50B/ 1.00 / N49B/ 1.00 / N47/ 0.01 /
N46/ 0.01 / N45/ 0.03 / N43/ 0.00 /
N42/ 0.01 / N41/ 1.00 / N44/ 0.00 /
N40/ 0.40 / N39/ 0.00 / N37/ 0.00 /
N36/ 1.05 / N35/ 0.58 / N34/ 0.50 /
N33/ 1.66 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.01 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.02 / N25/ 0.02 / N24/ 0.31 /
N23/ 0.01 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.01 / N19/ 0.06 / N18/ 0.05 /
N17/ 1.20 Section 4
/ N16/ 0.14 / N15/ 0.22 /
N14B/ 0.06 / N14A/ 0.27 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.02 / N10/ 0.00 /
N9/ 0.01 / N8/ 0.01 / N7/ 0.01 /
N6/ 0.02 / N5/ 0.01 / N4/ 0.04 /
N3/ 0.04 / N2/ 0.12 / N1/ 0.09 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Junction/ Freeboard
N54/ 1.08 / N53/ 2.59 / N52/ 3.89 /
N38/ 4.99 / N51B/ 6.18 / N48/ 6.39 /
N50B/ 4.30 / N49B/ 6.00 / N47/ 6.39 /
N46/ 6.99 / N45/ 7.48 / N43/ 0.80 /
N42/ 1.69 / N41/ 3.40 / N44/ 2.00 /
N40/ 4.39 / N39/ 4.00 / N37/ 3.00 /
N36/ 5.42 / N35/ 5.42 / N34/ 5.40 /
N33/ 7.29 / N31/ 2.50 / N30/ 5.78 /
N29/ 3.59 / N28/ 1.70 / N27/ 4.64 /
N26/ 3.48 / N25/ 5.12 / N24/ 7.39 /
N23/ 5.29 / N22/ 8.11 / N21/ 7.00 /
N20/ 3.99 / N19/ 5.48 / N18/ 8.06 /
N17/ 8.22 / N16/ 8.52 / N15/ 8.60 /
N14B/ 8.14 / N14A/ 8.14 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.64 / N10/ 6.40 /
N9/ 7.49 / N8/ 7.99 / N7/ 5.99 /
N6/ 6.48 / N5/ 6.69 / N4/ 8.29 /
N3/ 8.86 / N2/ 8.86 / N1/ 8.99 /
N50/ 4.30 / N49/ 5.00 / N51/ 5.20 /
Junction/ Max Volume
N54/ 0.19 / N53/ 1.14 / N52/ 1.16 /
N38/ 1.18 / N51B/ 1.23 / N48/ 1.01 /
N50B/ 1.22 / N49B/ 1.22 / N47/ 1.09 /
N46/ 1.11 / N45/ 1.15 / N43/ 0.09 /
N42/ 0.12 / N41/ 1.09 / N44/ 0.10 /
N40/ 1.11 / N39/ 1.03 / N37/ 0.08 /
N36/ 1.35 / N35/ 534.54 / N34/ 0.79 /
N33/ 2.23 / N31/ 0.03 / N30/ 1.66 /
N29/ 0.18 / N28/ 0.10 / N27/ 1.42 /
N26/ 0.28 / N25/ 0.88 / N24/ 1.64 /
N23/ 0.14 / N22/ 1.83 / N21/ 1.26 /
N20/ 1.05 / N19/ 1.63 / N18/ 1.39 /
N17/ 1.51 / N16/ 1.92 / N15/ 1.40 /
N14B/ 1.34 / N14A/ 1.42 / N13/ 0.93 /
N12/ 1.02 / N11/ 1.13 / N10/ 1.03 /
N9/ 1.04 / N8/ 1.06 / N7/ 1.05 /
N6/ 1.09 / N5/ 1.04 / N4/ 1.21 /
N3/ 1.02 / N2/ 1.05 / N1/ 1.05 /
N50/ 0.03 / N49/ 0.03 / N51/ 0.03 /
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/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.01 / 2930/ 0.01 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.03 /
1615/ 0.07 / 1614A/ 0.09 / 4514B/ 0.00 /
4515/ 0.02 / 1502/ 0.07 / 14A13/ 0.11 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.04 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.14 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.08 /
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/ 0.01 / 3635o/ 0.00 /
3635u/ 0.09 / 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/ 0.09 / 14b14ao/ 0.00 /
14b14au/ 0.03 /
Conduit/ Final Volume
5453/ 0.11 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.03 / 4342/ 0.02 /
4241/ 0.02 / 3736/ 0.04 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.23 / 3024/ 0.11 /
3036/ 0.00 / 2827/ 0.06 / 2726/ 0.05 /
2629/ 0.65 / 2930/ 0.30 / 2725/ 0.04 /
2524/ 0.09 / 2422/ 0.19 / L575/ 0.15 /
2117/ 0.03 / 1714B/ 0.00 / 1716/ 0.98 /
1615/ 1.93 / 1614A/ 0.88 / 4514B/ 0.00 /
4515/ 0.71 / 1502/ 5.90 / 14A13/ 1.10 /
1312/ 0.01 / 1211/ 0.17 / 1103/ 1.52 /
0912/ 0.00 / 0908/ 0.04 / 0811/ 0.00 /
0804/ 0.08 / 0201/ 1.40 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 10.74 /
51b48/ 0.03 / 5352o/ 0.00 / 5352u/ 0.02 /
5238o/ 0.00 / 5238u/ 0.03 / 3851o/ 0.00 /
3851u/ 0.07 / 5049u/ 0.01 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.07 / 4746o/ 0.00 /
4746u/ 0.03 / 4645o/ 0.00 / 4645u/ 0.07 /
4140o/ 0.00 / 4140u/ 0.02 / 4038o/ 0.00 /
4038u/ 0.08 / 3938o/ 0.00 / 3938u/ 0.01 /
3836o/ 0.00 / 3836u/ 0.55 / 3635o/ 0.00 /
3635u/ 0.87 / 3533o/ 0.00 / 3533u/ 0.19 /
2217o/ 0.00 / 2217u/ 0.24 / 2019o/ 0.00 /
2019u/ 0.07 / 1918o/ 0.00 / 1918u/ 0.60 /
1817o/ 0.00 / 1817u/ 0.15 / 1009o/ 0.00 /
1009u/ 0.03 / 0706o/ 0.00 / 0706u/ 0.03 /
0604o/ 0.00 / 0604u/ 0.10 / 0504o/ 0.00 /
0504u/ 0.05 / 0403o/ 0.00 / 0403u/ 0.11 /
0302o/ 0.00 / 0302u/ 2.75 / 14b14ao/ 0.00 /
14b14au/ 0.35 /
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/ 0.01 /
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/ 0.05 /
1615/ 0.10 / 1614A/ 0.11 / 4514B/ 0.00 /
4515/ 0.04 / 1502/ 0.09 / 14A13/ 0.06 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.02 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.06 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.10 /
51b48/ 0.01 / 5352o/ 0.00 / 5352u/ 0.01 /
5238o/ 0.00 / 5238u/ 0.01 / 3851o/ 0.00 /
3851u/ 0.01 / 5049u/ 0.00 / 4948u/ 0.00 /
4845o/ 0.00 / 4845u/ 0.01 / 4746o/ 0.00 /
4746u/ 0.00 / 4645o/ 0.00 / 4645u/ 0.01 /
4140o/ 0.00 / 4140u/ 0.00 / 4038o/ 0.00 /
4038u/ 0.01 / 3938o/ 0.00 / 3938u/ 0.00 /
3836o/ 0.00 / 3836u/ 0.03 / 3635o/ 0.00 /
3635u/ 0.09 / 3533o/ 0.00 / 3533u/ 0.04 /
2217o/ 0.00 / 2217u/ 0.02 / 2019o/ 0.00 /
2019u/ 0.01 / 1918o/ 0.00 / 1918u/ 0.02 /
1817o/ 0.00 / 1817u/ 0.02 / 1009o/ 0.00 /
1009u/ 0.00 / 0706o/ 0.00 / 0706u/ 0.01 /
0604o/ 0.00 / 0604u/ 0.01 / 0504o/ 0.00 /
0504u/ 0.01 / 0403o/ 0.00 / 0403u/ 0.02 /
0302o/ 0.00 / 0302u/ 0.06 / 14b14ao/ 0.00 /
14b14au/ 0.06 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.92/ 8.40 5047/ 3.61/ 3.61 4946/ 3.01/ 3.01/
5145/ 1.86/ 1.86 4440/ 8.00/ 6.00 4342/ 9.20/ 8.31/
4241/ 8.31/ 7.60 3736/ 7.00/ 5.52 3534/ 4.60/ 4.60/
3422/ 1.89/ 1.89 3130/ 7.50/ 5.70 3024/ 4.22/ 2.88/
3036/ 4.58/ 4.58 2827/ 8.30/ 6.70 2726/ 6.52/ 6.52/
2629/ 6.52/ 6.41 2930/ 6.41/ 5.63 2725/ 5.36/ 4.88/
2524/ 4.88/ 2.87 2422/ 2.61/ 1.89 L575/ 4.71/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.86/ 1.86 1716/ 1.78/ 1.48/
1615/ 1.48/ 1.40 1614A/ 1.77/ 1.86 4514B/ 1.86/ 1.86/
4515/ 2.52/ 1.40 1502/ 1.40/ 1.14 14A13/ 1.86/ 1.86/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.36 1103/ 1.36/ 1.14/
0912/ 1.68/ 1.68 0908/ 2.51/ 2.01 0811/ 1.36/ 1.36/
0804/ 2.01/ 1.71 0201/ 1.14/ 1.01 50b50/ 5.70/ 5.70/
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.71/ 1.86/
51b48/ 3.82/ 3.61 5352o/ 6.11/ 6.11 5352u/ 7.41/ 6.11/
5238o/ 5.01/ 5.01 5238u/ 6.11/ 5.01 3851o/ 3.82/ 3.82/
3851u/ 5.01/ 3.82 5049u/ 5.70/ 5.00 4948u/ 4.00/ 3.61/
4845o/ 2.52/ 2.52 4845u/ 3.61/ 2.52 4746o/ 3.01/ 3.01/
4746u/ 3.61/ 3.01 4645o/ 2.52/ 2.52 4645u/ 3.01/ 2.52/
4140o/ 5.61/ 5.61 4140u/ 6.60/ 5.61 4038o/ 5.01/ 5.01/
4038u/ 5.61/ 5.01 3938o/ 5.01/ 5.01 3938u/ 6.00/ 5.01/
3836o/ 4.58/ 4.58 3836u/ 5.01/ 4.58 3635o/ 4.58/ 4.58/
3635u/ 4.58/ 4.58 3533o/ 2.71/ 2.71 3533u/ 4.58/ 3.98/
2217o/ 1.78/ 1.78 2217u/ 1.89/ 1.78 2019o/ 4.52/ 4.52/
2019u/ 6.01/ 4.52 1918o/ 1.94/ 1.94 1918u/ 4.52/ 1.94/
1817o/ 1.78/ 1.78 1817u/ 1.94/ 1.78 1009o/ 2.51/ 2.51/
1009u/ 3.60/ 2.51 0706o/ 3.52/ 3.52 0706u/ 4.01/ 3.52/
0604o/ 1.71/ 1.71 0604u/ 3.52/ 1.71 0504o/ 1.71/ 1.71/
0504u/ 3.31/ 1.71 0403o/ 1.14/ 1.14 0403u/ 1.71/ 1.14/
0302o/ 1.14/ 1.14 0302u/ 1.14/ 1.14 14b14ao/ 1.86/ 1.86/
14b14au/ 1.86/ 1.86
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 1440
Total number of passes in the simulation........ 5236
Total number of time steps during simulation.... 4833
Ratio of actual # of time steps / NTCYC......... 3.356
Average number of iterations per time step...... 1.083
Average time step size(seconds)................ 1.490
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 1.803
Average minimum implicit time step (sec)........ 1.722
Average minimum junction time step (sec)........ 1.722
Average Courant Factor Tf....................... 1.722
Number of times omega reduced................... 115
*=========================================================*
| 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 1.15 5542 0 6 0 0 0
N53 0 1.32 6379 1 8 0 0 0
N52 0 1.43 6911 1 14 2 0 0
N38 0 1.77 8554 1 13 3 0 0
N51B 0 1.19 5759 1 13 1 0 0
N48 0 1.16 5587 0 12 1 0 0
N50B 0 1.13 5453 0 10 1 0 0
N49B 0 1.17 5650 0 7 0 0 0
N47 0 1.37 6626 0 6 0 0 0
N46 0 1.48 7175 1 8 0 0 0
N45 0 1.56 7557 1 10 1 0 0
N43 0 1.16 5613 0 6 0 0 0
N42 0 1.25 6018 9 7 0 0 0
N41 0 1.44 6965 2 9 0 0 0
N44 0 1.35 6514 20 18 42 0 0
N40 0 1.64 7917 0 15 50 0 0
N39 0 1.10 5338 0 7 0 0 0
N37 0 1.16 5587 0 6 0 0 0
N36 0 1.61 7773 3 9 0 0 0
N35 0 1.72 8332 1 14 2 0 0
N34 0 1.51 7292 2 20 1 0 0
N33 0 1.26 6074 0 14 2 0 0
N31 0 1.19 5730 2 9 0 0 0
N30 0 1.66 8042 1 18 4 0 0
N29 0 1.48 7167 0 7 0 0 0
N28 0 1.20 5785 2 7 0 0 0
N27 0 1.58 7659 1 17 1 0 0
N26 0 1.44 6977 0 6 0 0 0
N25 0 1.22 5879 0 6 0 0 0
N24 0 1.33 6425 0 11 1 0 0
N23 0 1.29 6222 0 9 0 0 0
N22 0 1.93 9329 38 19 15 0 0
N21 0 1.71 8283 0 18 1 0 0
N20 0 1.41 6828 1 24 2 0 0
N19 0 1.67 8066 1 13 1 0 0
N18 0 1.65 7968 0 10 1 0 0
N17 0 2.18 10535 3 14 3 0 0
N16 0 1.46 7054 1 12 1 0 0
N15 0 1.32 6356 0 7 0 0 0
N14B 0 1.84 8881 0 17 1 0 0
N14A 0 1.87 9015 1 13 2 0 0
N13 0 1.75 8450 0 6 0 0 0
N12 0 1.73 8380 0 7 0 0 0
N11 0 1.76 8521 0 6 0 0 0
N10 0 1.24 5971 0 7 0 0 0
N9 0 1.44 6971 0 6 0 0 0
N8 0 1.46 7043 1 15 1 0 0
N7 0 1.26 6109 1 8 0 0 0
N6 0 1.53 7411 3 17 1 0 0
N5 0 1.27 6120 3 20 2 0 0
N4 0 1.80 8695 0 10 1 0 0
N3 0 2.09 10095 0 7 0 0 0
N2 0 1.87 9047 0 7 0 0 0
N1 0 1.61 7780 13 31 8 2 0
N50 0 1.17 5634 0 5 0 0 0
N49 0 1.16 5591 0 6 0 0 0
N51 0 1.20 5814 0 7 0 0 0
Total number of iterations for all junctions.. 404449
Minimum number of possible iterations......... 275481
Efficiency of the simulation.................. 1.47
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 9.0922 0 15 0.0000 0.9078 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.5439 0 15 0.0000 1.4561 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.2625 0 15 0.0000 2.7375 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.1781 0 15 0.0000 3.8219 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0263 0 15 0.0000 4.9737 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6094 0 16 0.0000 5.3906 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.9227 0 15 0.0000 4.0773 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2236 0 15 0.0000 4.7764 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6855 0 15 0.0000 5.3145 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1077 0 15 0.0000 5.8923 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6534 0 15 0.0000 6.3466 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2916 0 15 0.0000 0.7084 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.4221 0 15 0.0000 1.5779 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 7.6921 0 15 0.0000 2.3079 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.1026 0 11 0.0000 1.8974 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.7146 0 13 0.0000 3.2854 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0349 0 15 0.0000 2.9651 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0796 0 15 0.0000 2.9204 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.0000 5.8201 0 15 0.0000 4.1799 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.8500 5.1565 0 16 0.0000 4.8435 562.4749 0.0000 0.0000 0.0000
N34 10.0000 5.0000 4.8864 0 16 0.0000 5.1136 1.0000 0.0000 0.0000 0.0000
N33 10.0000 5.4800 4.8273 0 12 0.0000 5.1727 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5305 0 15 0.0000 2.4695 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8563 0 15 0.0000 4.1437 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5800 0 15 0.0000 3.4200 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3952 0 15 0.0000 1.6048 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7730 0 15 0.0000 3.2270 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7751 0 15 0.0000 3.2249 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7509 0 15 0.5059 4.2491 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.2281 0 16 0.9181 5.7719 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8427 0 11 0.0000 5.1573 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.6876 0 16 0.0000 6.3124 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.2613 0 17 0.0000 6.7387 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0476 0 15 0.0000 2.9524 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.1262 0 15 0.0000 3.8738 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2872 0 17 0.0000 6.7128 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.2612 0 17 0.0000 6.7388 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.2596 0 17 0.8596 6.7404 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.6054 0 19 0.5704 7.3946 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1386 0 17 0.0000 6.8614 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 3.0237 0 17 0.0000 6.9763 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.7914 0 18 0.0000 7.2086 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.6974 0 19 0.0000 7.3026 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.4687 0 20 0.0000 7.5313 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6333 0 15 0.0000 5.3667 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5404 0 15 0.0000 6.4596 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0635 0 15 0.0000 6.9365 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0476 0 15 0.0000 4.9524 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5934 0 15 0.0000 5.4066 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3406 0 15 0.0000 5.6594 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.9069 0 15 0.0000 7.0931 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.1242 0 20 0.0000 7.8758 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 2.1033 0 20 0.0000 7.8967 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.9833 0 20 0.0000 8.0167 1.0000 0.0000 0.0000 0.0000
N50 10.0000 6.1000 5.7297 0 15 0.0000 4.2703 1.0000 0.0000 0.0000 0.0000
N49 10.0000 5.4000 5.0341 0 15 0.0000 4.9659 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8303 0 15 0.0000 5.1697 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 0.1919 0 15 0.5633 0 15 0.1873 9.0922 8.5439 .4804 .3596
5047 2.8812 1.4600 200.0000 0.1216 0 15 0.3463 0 8 0.0422 5.7297 4.6855 .1484 .4277
4946 2.4313 1.2321 200.0000 0.1292 0 15 0.3397 0 8 0.0532 5.0341 4.1077 .1705 .5386
5145 3.5733 1.8108 200.0000 0.1558 0 15 0.4651 0 8 0.0436 4.8303 3.1386 .1514 .6930
4440 10.0429 4.8092 400.0000 0.9032 0 12 1.1358 0 3 0.0899 8.1026 6.7146 .2565 1.786 *
4342 9.2249 4.4176 400.0000 0.1912 0 15 1.0132 0 15 0.0207 9.2916 8.4221 .2291 .3052
4241 8.1356 3.8959 400.0000 0.3676 0 15 1.4915 0 15 0.0452 8.4221 7.7215 .3052 .3038
3736 14.9983 3.6090 400.0000 0.2023 0 15 0.6675 0 3 0.0135 7.0796 5.8201 .1989 .7502
3534 3.6191 1.0570 200.0000 2.1012 0 16 0.8915 0 16 0.5806 5.1565 4.9164 .7825 .5819
3422 4.5448 1.1500 400.0000 2.0743 0 17 0.9077 0 17 0.4564 4.8864 4.3657 .7159 .4141
3130 13.5508 2.2744 300.0000 0.3037 0 15 0.4244 0 7 0.0224 7.5305 5.8563 .1016 .5209
3024 0.4621 2.9058 450.0000 0.4204 0 5 2.6969 0 5 0.9098 5.8563 4.2281 3.680 3.040
3036 6.7857 1.4251 400.0000 1.3572 0 15 0.6127 0 15 0.2000 5.8563 5.8201 .5907 .7502
2827 15.5945 3.7524 400.0000 0.3496 0 15 1.1623 0 15 0.0224 8.3952 6.7950 .2380 .2376
2726 18.5574 3.1124 300.0000 0.7890 0 15 0.2447 0 15 0.0425 6.7730 6.7751 .2433 .9172
2629 2.4524 0.5150 400.0000 0.7685 0 15 0.4374 0 15 0.3134 6.7751 6.5800 .6879 .4501
2930 11.6053 2.4373 400.0000 1.3069 0 15 1.1157 0 9 0.1126 6.5800 5.8563 .4501 .5907
2725 0.2218 2.0080 375.0000 0.2607 0 4 2.4374 0 3 1.1753 6.7730 5.7509 3.794 2.349
2524 0.2779 2.5163 375.0000 0.2547 0 5 2.4504 0 4 0.9164 5.7508 4.2281 2.348 3.648
2422 0.8401 2.9711 600.0000 0.6507 0 5 2.2920 0 5 0.7745 4.2281 3.6876 2.730 3.046
L575 4.4056 1.1111 300.0000 0.5616 0 12 0.5606 0 12 0.1275 4.8427 3.6876 .4757 .9588
2117 10.3655 2.0976 500.0000 0.2856 0 12 0.4950 0 7 0.0276 3.2613 3.2612 .5227 .6225
1714B 8.1188 0.9553 500.0000 3.1436 0 17 0.7609 0 17 0.3872 3.2612 3.1386 .7225 .5772
1716 3.1532 3.6415 1050.000 2.0828 0 9 2.3988 0 9 0.6606 3.2612 3.2596 1.439 1.818
1615 0.7725 1.7486 750.0000 1.2329 0 9 2.7744 0 9 1.5960 3.2592 2.6054 2.558 1.860
1614A 0.7872 1.7819 750.0000 0.8524 0 9 1.9218 0 9 1.0828 3.2592 3.0237 2.145 1.898
4514B 28.0567 3.5017 450.0000 0.7442 0 15 0.9147 0 6 0.0265 3.6534 3.1386 .3409 .6413
4515 0.1942 2.7467 300.0000 0.1805 0 3 2.5334 0 3 0.9295 3.6534 2.6054 3.844 4.651
1502 0.6052 1.1322 825.0000 1.3815 0 9 2.7718 0 8 2.2826 2.6054 2.1033 1.691 1.276
14A13 16.6072 0.8411 1700.000 -5.3596 0 17 -0.7142 0 17 -0.3227 3.0237 2.7914 .6845 .7008
1312 15.7543 0.6101 1400.000 5.3093 0 17 0.6106 0 16 0.3370 2.7914 2.6974 .6653 .7267
1211 22.0747 0.6694 1700.000 5.1723 0 19 0.4435 0 18 0.2343 2.6974 2.4687 .5985 .6640
1103 34.9730 0.7240 2000.000 5.4915 0 20 0.4682 0 20 0.1570 2.4687 2.1242 .5644 .5121
0912 7.4604 1.8954 400.0000 0.1701 0 15 0.0855 0 15 0.0228 3.5404 2.6974 .1009 1.743 *
0908 0.1628 1.4741 375.0000 0.1341 0 6 1.2015 0 6 0.8239 3.5404 3.0635 2.774 2.836
0811 6.0914 1.5476 400.0000 0.2946 0 15 0.4391 0 11 0.0484 3.0635 2.4687 .1588 1.171 *
0804 0.2208 1.3886 450.0000 0.2340 0 5 1.4618 0 5 1.0594 3.0635 2.9069 2.363 2.682
0201 142.3584 2.9703 2000.000 7.9366 0 20 1.3696 0 33 0.0558 2.1033 1.9833 .5267 .5267
50b50 13.6470 6.9913 400.0000 0.1226 0 15 0.9899 0 13 0.0090 5.9227 5.7297 .0567 .0742
49b40 13.6470 6.9913 400.0000 0.1307 0 15 0.9885 0 6 0.0096 5.2236 5.0341 .0589 .0853
51b50 13.6470 6.9913 400.0000 0.1565 0 15 1.1605 0 15 0.0115 5.0263 4.8303 .0656 .0757
L610 0.9764 2.2101 750.0000 0.9096 0 16 2.0415 0 16 0.9315 4.8273 3.0237 2.969 1.898
51b48 0.0407 1.0234 225.0000 0.0678 0 2 1.7330 0 37 1.6657 5.0263 4.6094 5.450 4.486
5352o 1.1925 2.1371 300.0000 0.3743 0 15 1.3429 0 15 0.3138 8.5439 7.2625 .4795 .5417
5352u 0.0273 1.5423 150.0000 0.0357 0 34 1.9455 0 34 1.3112 8.5439 7.2625 7.625 7.750
5238o 1.6591 2.2063 400.0000 0.4062 0 15 1.3079 0 15 0.2448 7.2625 6.1781 .4063 .4454
5238u 0.0735 1.8497 225.0000 0.0715 0 11 1.8669 0 2 0.9722 7.2625 6.1781 5.166 5.236
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1781 5.0263 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0624 0 15 1.5362 0 35 0.9415 6.1781 5.0263 5.236 5.450
5049u 0.0573 1.4423 225.0000 0.0545 0 6 1.4371 0 2 0.9503 5.9227 5.2236 .9897 .9936
4948u 0.0590 1.4830 225.0000 0.0804 0 2 2.0008 0 2 1.3633 5.2236 4.6094 5.438 4.486
4845o 2.5500 1.2922 200.0000 0.0160 0 16 0.0288 0 3 0.0063 4.6094 3.6534 .0472 .7671
4845u 0.1309 1.8523 300.0000 0.1194 0 3 1.6693 0 3 0.9123 4.6094 3.6534 3.364 3.844
4746o 17.3588 2.8540 400.0000 0.2355 0 15 0.7623 0 13 0.0136 4.6855 4.1077 .2139 .2693
4746u 0.1498 2.1194 300.0000 0.1014 0 7 1.4125 0 7 0.6766 4.6855 4.1077 3.618 3.692
4645o 15.8729 2.3953 400.0000 0.3429 0 15 0.5911 0 13 0.0216 4.1077 3.6534 .2693 .3836
4645u 0.1105 1.5637 300.0000 0.0986 0 13 1.3710 0 12 0.8917 4.1077 3.6534 3.692 3.844
4140o 7.7278 3.7006 400.0000 0.1622 0 15 0.9620 0 11 0.0210 7.6921 6.7146 .2302 .2866
4140u 0.3099 2.8063 375.0000 0.2265 0 7 2.0322 0 7 0.7308 7.6921 6.7146 2.912 2.972
4038o 9.0986 2.1894 400.0000 0.3379 0 13 0.5336 0 13 0.0371 6.7146 6.1781 .2866 .4454
4038u 0.2678 1.6839 450.0000 0.2377 0 12 1.4804 0 12 0.8876 6.7146 6.1781 2.477 2.618
3938o 6.1031 3.1251 400.0000 0.1121 0 15 0.3711 0 4 0.0184 7.0349 6.1781 .0872 .4454
3938u 0.0261 1.4762 150.0000 0.0270 0 2 1.5064 0 2 1.0343 7.0349 6.1781 6.899 7.854
3836o 9.9729 2.0945 400.0000 1.0606 0 15 0.5940 0 13 0.1063 6.1781 5.8201 .4454 .7502
3836u 0.3282 2.0635 450.0000 0.2609 0 3 1.6268 0 3 0.7950 6.1781 5.8201 2.618 3.000
3635o 16.4091 3.0558 400.0000 2.7083 0 16 1.2151 0 16 0.1650 5.8201 5.6700 .5502 .5500
3635u 0.5739 3.6087 450.0000 0.4024 0 8 2.6425 0 7 0.7012 5.8201 5.1565 3.000 2.570
3533o 2.6252 3.2815 800.0000 0.8645 0 16 2.9413 0 16 0.3293 5.1565 4.9708 .3706 .3635
3533u 0.0414 2.0715 100.0000 0.0674 0 21 3.1952 0 21 1.6261 5.1565 4.8278 11.56 9.278
2217o 14.0423 2.7133 500.0000 2.2277 0 16 1.0414 0 16 0.1586 3.6876 3.2612 .5753 .6225
2217u 0.6241 1.4127 750.0000 0.9764 0 6 2.2656 0 5 1.5645 3.6876 3.2612 2.436 2.015
2019o 11.6942 3.9474 300.0000 0.5564 0 15 0.7467 0 8 0.0476 7.0476 6.1262 .1587 .4206
2019u 0.6375 4.0085 450.0000 0.4231 0 23 2.6456 0 23 0.6636 7.0476 6.1262 2.328 3.613
1918o 18.5045 3.0423 400.0000 0.6688 0 15 0.4115 0 15 0.0361 6.1262 3.2872 .3154 .7180
1918u 0.9440 3.3387 600.0000 0.8540 0 12 2.9924 0 12 0.9046 6.1262 3.2872 2.710 2.312
1817o 9.1593 1.0777 500.0000 1.4775 0 15 0.5893 0 13 0.1613 3.2872 3.2612 .5744 .6225
1817u 0.5070 1.7932 600.0000 0.6302 0 6 2.2198 0 6 1.2429 3.2872 3.2612 2.312 2.518
1009o 8.3091 2.9802 300.0000 0.1273 0 15 0.5936 0 15 0.0153 4.6333 3.5404 .1109 .1346
1009u 0.2415 2.1864 375.0000 0.1844 0 12 1.6597 0 4 0.7637 4.6333 3.5404 2.755 2.774
0706o 7.2322 2.5933 300.0000 0.1972 0 15 0.4244 0 14 0.0273 5.0476 4.5934 .1586 .3114
0706u 0.1248 1.7661 300.0000 0.0887 0 5 1.2409 0 3 0.7103 5.0476 4.5934 3.491 3.644
0604o 9.6606 3.5600 300.0000 0.8657 0 15 1.2144 0 12 0.0896 4.5934 2.9069 .3114 .3564
0604u 0.3116 2.8210 375.0000 0.3043 0 27 2.7345 0 27 0.9766 4.5934 2.9069 2.915 3.218
0504o 8.6316 3.1153 300.0000 0.1779 0 15 0.5213 0 8 0.0206 4.3406 2.9069 .1353 .3564
0504u 0.1541 2.1802 300.0000 0.1348 0 6 1.8826 0 6 0.8749 4.3406 2.9069 3.468 4.023
0403o 9.0589 2.2976 400.0000 1.0004 0 15 0.9741 0 15 0.1104 2.9069 2.1242 .2673 .3106
0403u 1.9283 4.3647 750.0000 1.1973 0 9 2.9261 0 7 0.6209 2.9069 2.1242 1.609 1.365
0302o 2.9365 0.3242 300.0000 5.5648 0 20 0.6626 0 27 1.8950 2.1242 2.1033 1.014 .9777 *
0302u 3.2556 3.6173 600.0000 0.8170 0 31 0.9065 0 31 0.2510 2.1242 2.1033 1.707 1.755
14b14ao 75.9084 3.3944 500.0000 3.8412 0 17 0.3676 0 9 0.0506 3.1386 3.0237 .2972 1.047 *
14b14au 0.1270 1.7965 300.0000 0.1235 0 32 1.7227 0 32 0.9725 3.1386 3.0237 4.462 4.745
FREE # 1 Undefnd Undefnd Undefn 7.9366 0 20
*==================================================*
| 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 9.5498 0.0000 110.2836 0.1115 0.3409 0.0946
5047 74.0444 15.5417 0.0000 30.4139 0.0541 0.5385 0.0130
4946 44.7750 20.7153 0.0000 54.5097 0.0658 0.6574 0.0139
5145 68.5833 22.6042 0.0000 28.8125 0.0739 0.7423 0.0169
4440 0.1667 33.8000 0.0000 86.0333 0.1462 1.0364 0.2255
4342 0.1667 119.8333 0.0000 0.0000 0.0529 0.1887 0.1083
4241 0.1667 0.0000 0.0000 119.8333 0.0622 0.2469 0.1814
3736 0.1667 33.7708 0.0000 86.0625 0.1005 1.3089 0.0335
3534 97.6458 0.0000 0.0000 22.3542 0.1360 2.3571 0.1216
3422 52.8722 0.0000 0.0000 67.1278 0.2218 2.2855 0.2051
3130 0.1667 20.7944 0.0000 99.0389 0.0854 1.7148 0.0164
3024 0.1667 26.1458 0.0000 93.6875 0.1291 0.1638 3.3928
3036 91.6181 22.3194 6.0625 0.0000 0.1331 2.2157 0.1643
2827 0.1667 0.0000 0.0000 119.8333 0.0468 0.3010 0.1105
2726 96.9375 23.0625 0.0000 0.0000 0.1600 3.2414 0.0422
2629 0.2500 119.7500 0.0000 0.0000 0.1184 1.7596 0.0994
2930 0.2500 19.2083 0.0000 100.5417 0.1058 1.3498 0.2019
2725 0.1667 119.8333 0.0000 0.0000 0.1120 0.1139 2.2153
2524 0.1667 26.3333 0.0000 93.5000 0.1118 0.1149 2.1569
2422 0.9833 119.0167 0.0000 0.0000 0.1679 0.2909 3.4890
L575 0.1667 20.7847 0.0000 99.0486 0.1189 2.1298 0.0796
2117 1.2738 22.2222 0.0000 96.5040 0.2692 2.7943 0.0295
1714B 93.1944 22.8611 3.9444 0.0000 0.1732 4.1346 0.2471
1716 0.1667 117.9167 0.0000 1.9167 0.2938 0.8902 3.6883
1615 0.1667 119.8333 0.0000 0.0000 0.2274 0.4546 4.2798
1614A 1.7500 36.6042 81.6458 0.0000 0.2250 0.4609 2.3894
4514B 91.7639 25.0417 0.0000 3.1944 0.1034 2.1990 0.0758
4515 0.1667 119.8333 0.0000 0.0000 0.0839 0.0728 2.4690
1502 0.1667 119.8333 0.0000 0.0000 0.2428 0.5473 2.8736
14A13 3.6528 116.3472 0.0000 0.0000 0.3934 7.5245 0.8384
1312 3.6667 116.3333 0.0000 0.0000 0.3299 9.5957 0.5631
1211 3.9444 116.0556 0.0000 0.0000 0.5136 11.8154 0.4708
1103 0.1667 119.8333 0.0000 0.0000 0.3454 11.7327 0.5038
0912 104.2500 15.7500 0.0000 0.0000 0.1891 1.9889 0.0253
0908 0.1667 119.8333 0.0000 0.0000 0.1049 0.1137 1.2444
0811 99.7708 15.5347 0.0000 4.6944 0.1950 2.0480 0.0321
0804 0.1667 119.8333 0.0000 0.0000 0.1283 0.1644 1.3140
0201 0.1667 119.8333 0.0000 0.0000 0.3533 10.2106 0.8700
50b50 100.5208 19.4792 0.0000 0.0000 0.0255 0.1241 0.0259
49b40 97.0292 22.9708 0.0000 0.0000 0.0280 0.1360 0.0277
51b50 92.5625 27.4375 0.0000 0.0000 0.0277 0.1349 0.0328
L610 1.7500 118.2500 0.0000 0.0000 0.2099 0.4543 3.5154
51b48 0.1667 119.8333 0.0000 0.0000 0.0644 0.0410 1.4733
5352o 89.0042 16.2917 0.0000 14.7042 0.1320 0.2787 0.2057
5352u 0.1667 119.8333 0.0000 0.0000 0.0452 0.0185 1.7499
5238o 93.2917 24.0417 0.0000 2.6667 0.1448 0.3107 0.2224
5238u 0.1667 119.8333 0.0000 0.0000 0.0676 0.0412 2.0415
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 1.8368
5049u 1.5000 23.7262 0.0000 94.7738 0.0673 0.0396 0.3020
4948u 0.2500 119.7500 0.0000 0.0000 0.0630 0.0410 1.9386
4845o 94.9375 24.6667 0.0000 0.3958 0.0724 0.7310 0.0018
4845u 0.1667 119.8333 0.0000 0.0000 0.0902 0.0735 1.5484
4746o 104.2708 15.7292 0.0000 0.0000 0.0469 0.3143 0.0723
4746u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.5246
4645o 98.9514 21.0486 0.0000 0.0000 0.0555 0.6289 0.0717
4645u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.5301
4140o 108.8056 7.5833 0.0000 3.6111 0.0505 0.1757 0.0953
4140u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1140 2.0179
4038o 102.0861 17.9139 0.0000 0.0000 0.0728 0.6858 0.0748
4038u 0.1667 119.8333 0.0000 0.0000 0.1282 0.1639 1.6818
3938o 95.4792 24.5208 0.0000 0.0000 0.0938 0.4787 0.0249
3938u 0.2500 119.7500 0.0000 0.0000 0.0420 0.0184 1.3004
3836o 90.6500 29.1875 0.0000 0.1625 0.1188 1.8120 0.1401
3836u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1637 1.9196
3635o 89.3958 0.0000 0.0000 30.6042 0.1338 2.2288 0.2674
3635u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 2.2815
3533o 78.7222 0.0000 0.0000 41.2778 0.1851 0.2939 0.8637
3533u 0.1667 8.2333 0.0000 111.6000 0.0396 0.0214 2.1525
2217o 97.0625 17.0208 0.0000 5.9167 0.1410 2.1465 0.3108
2217u 0.1667 119.8333 0.0000 0.0000 0.2280 0.4577 3.3914
2019o 103.6389 14.1181 0.0000 2.2431 0.0813 0.8134 0.0593
2019u 0.1667 119.8333 0.0000 0.0000 0.1349 0.1655 2.5889
1918o 104.2569 15.7431 0.0000 0.0000 0.0945 1.6956 0.0823
1918u 0.1667 119.8333 0.0000 0.0000 0.1679 0.2912 4.4831
1817o 95.6250 16.6042 0.0000 7.7708 0.1486 3.4151 0.1420
1817u 0.1667 119.8333 0.0000 0.0000 0.1816 0.2946 2.2085
1009o 108.6806 11.3194 0.0000 0.0000 0.0316 0.2145 0.0218
1009u 0.1667 119.8333 0.0000 0.0000 0.1071 0.1139 1.7103
0706o 99.1042 20.2847 0.0000 0.6111 0.0541 0.4655 0.0299
0706u 0.1667 119.8333 0.0000 0.0000 0.0906 0.0727 1.2551
0604o 97.4500 7.1458 0.0000 15.4042 0.0762 0.7347 0.1179
0604u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1135 2.7517
0504o 104.7083 13.5208 0.0000 1.7708 0.0561 0.4961 0.0264
0504u 0.1667 119.8333 0.0000 0.0000 0.0840 0.0730 1.8875
0403o 104.8125 5.3958 0.0000 9.7917 0.1026 1.0271 0.1017
0403u 0.1667 119.8333 0.0000 0.0000 0.2186 0.4539 2.6193
0302o 97.6181 16.7292 0.0000 5.6528 0.1673 8.9085 0.1866
0302u 0.1667 119.8333 0.0000 0.0000 0.3109 0.9868 0.7082
14b14ao 96.3958 23.6042 0.0000 0.0000 0.2192 11.9125 0.1082
14b14au 2.8667 117.1333 0.0000 0.0000 0.0839 0.0727 1.8348
*===========================================*
| 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 0.0244 176.0132 0.0005 0.9988 0.3675 0.0298 0.0707 4.5228
5047 0.0091 65.7339 0.0003 0.4442 0.3623 0.0053 0.0525 0.0350
4946 0.0130 93.7650 0.0003 0.6605 0.4727 0.0090 0.0892 0.0350
5145 0.0184 132.1836 0.0003 0.4848 0.3621 0.0125 0.1251 0.0350
4440 0.0290 208.6729 0.0070 0.9988 0.9569 0.0447 0.2965 1.8091
4342 0.0236 170.2067 0.0005 0.9988 0.8024 0.0154 0.0343 1.8091
4241 0.0454 326.6656 0.0008 0.9988 1.1262 0.0175 0.0445 1.8091
3736 0.0253 182.3038 0.0005 0.9988 0.7736 0.0215 0.2005 2.0101
3534 0.1540 1109.0931 0.0045 0.2344 0.1786 0.0151 0.2590 0.0450
3422 0.1547 1113.9805 0.0045 0.5785 0.3819 0.0269 0.2718 0.0450
3130 0.0397 286.0851 0.0008 0.9988 1.1738 0.0122 0.2429 3.5178
3024 0.0944 679.4272 0.0010 0.9988 1.3624 0.0559 0.0535 1.3066
3036 0.1178 848.2998 0.0029 0.2884 0.0768 0.0254 0.2819 0.0203
2827 0.0434 312.6866 0.0008 0.9988 1.0810 0.0132 0.0541 2.0101
2726 0.0645 464.2224 0.0033 0.2251 0.0673 0.0547 0.4465 0.0200
2629 0.0730 525.5484 0.0017 0.9988 0.1980 0.0327 0.2601 3.5178
2930 0.1445 1040.0609 0.0027 0.9988 0.7256 0.0277 0.1929 2.0101
2725 0.0555 399.3075 0.0005 0.9988 1.0967 0.0463 0.0374 1.3066
2524 0.0549 395.4481 0.0006 0.9957 1.3604 0.0439 0.0353 0.1795
2422 0.1502 1081.5290 0.0021 0.9934 0.8506 0.0776 0.1029 0.0218
L575 0.0671 483.2387 0.0014 0.9988 0.4196 0.0253 0.3031 4.5228
2117 0.0372 267.8623 0.0013 0.9892 0.9756 0.0396 0.4039 0.0201
1714B 0.2429 1749.1100 0.0076 0.2704 0.0584 0.0277 0.5416 0.0211
1716 0.4712 3392.6999 0.0050 0.9988 0.5534 0.1458 0.3248 1.3066
1615 0.3768 2713.1368 0.0030 0.9988 0.6227 0.1493 0.2358 1.3066
1614A 0.0945 680.3459 0.0030 0.9839 0.1391 0.1442 0.2206 0.0130
4514B 0.0838 603.3520 0.0024 0.2864 0.1002 0.0203 0.3503 0.0213
4515 0.0515 370.4952 0.0005 0.9988 0.5546 0.0601 0.0450 1.3066
1502 0.4277 3079.6506 0.0030 0.9988 0.8664 0.1496 0.2472 1.3066
14A13 -0.6147 -4425.512 0.0125 0.9630 0.0009 0.1702 1.4290 0.1226
1312 0.6160 4435.3443 0.0118 0.9628 0.1091 0.1015 1.5555 0.1179
1211 0.6114 4402.1098 0.0124 0.9609 0.0690 0.1416 2.2588 0.1233
1103 0.7187 5174.6323 0.0132 0.9988 0.1053 0.1434 2.2354 12.5634
0912 0.0110 79.0256 0.0004 0.1475 0.0157 0.0442 0.4633 0.0450
0908 0.0277 199.3689 0.0004 0.9988 0.5998 0.0411 0.0330 1.4071
0811 0.0241 173.5863 0.0006 0.1957 0.0593 0.0349 0.3621 0.0450
0804 0.0386 277.8093 0.0007 0.9988 0.5494 0.0532 0.0520 1.3066
0201 1.4825 10674.070 0.0208 0.9988 0.4474 0.1638 2.0129 4.0203
50b50 0.0095 68.5801 0.0003 0.1887 0.3568 0.0030 0.0146 0.0100
49b40 0.0135 96.8722 0.0003 0.2257 0.4413 0.0053 0.0204 0.0100
51b50 0.0191 137.5128 0.0004 0.2802 0.5922 0.0052 0.0245 0.0100
L610 0.1734 1248.6208 0.0021 0.9841 0.4743 0.1312 0.1877 0.0130
51b48 0.0189 136.0178 0.0002 0.9988 0.8468 0.0363 0.0189 1.4071
5352o 0.0404 290.8913 0.0010 0.3172 0.3430 0.0221 0.0443 0.0350
5352u 0.0106 76.1864 0.0001 0.9988 1.3093 0.0243 0.0084 1.4071
5238o 0.0391 281.2745 0.0011 0.2704 0.2269 0.0237 0.0483 0.0350
5238u 0.0212 152.8017 0.0002 0.9988 1.1084 0.0318 0.0166 1.3066
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0021 0.0039 0.0350
3851u 0.0206 148.3668 0.0002 0.9988 0.7652 0.0354 0.0186 1.3066
5049u 0.0117 84.2427 0.0002 0.9859 1.1489 0.0232 0.0107 0.0140
4948u 0.0163 117.0423 0.0002 0.9988 0.5112 0.0286 0.0155 1.4071
4845o 0.0024 17.5921 0.0000 0.2504 0.0252 0.0132 0.1322 0.0350
4845u 0.0328 236.1736 0.0004 0.9988 1.0470 0.0419 0.0294 1.3066
4746o 0.0118 84.9706 0.0006 0.1473 0.0909 0.0047 0.0236 0.0207
4746u 0.0390 280.9999 0.0003 0.9988 0.9891 0.0323 0.0221 1.3066
4645o 0.0216 155.7277 0.0009 0.2034 0.0684 0.0088 0.0668 0.0207
4645u 0.0425 305.9624 0.0003 0.9988 0.5004 0.0385 0.0274 1.4071
4140o 0.0080 57.6070 0.0004 0.1039 0.0927 0.0049 0.0135 0.0183
4140u 0.0372 267.6439 0.0006 0.9988 0.8840 0.0392 0.0345 1.3066
4038o 0.0218 156.7219 0.0007 0.1730 0.0543 0.0104 0.0746 0.0181
4038u 0.0630 453.6588 0.0006 0.9988 0.6617 0.0529 0.0611 1.3066
3938o 0.0109 78.4680 0.0003 0.2429 0.0911 0.0158 0.0790 0.0250
3938u 0.0057 41.0164 0.0001 0.9988 0.4752 0.0204 0.0073 1.2061
3836o 0.0973 700.7920 0.0027 0.2988 0.1000 0.0228 0.2513 0.0202
3836u 0.0733 527.8568 0.0009 0.9988 0.2439 0.0805 0.0890 1.3066
3635o 0.2564 1846.2390 0.0074 0.3122 0.2890 0.0227 0.2776 0.0202
3635u 0.0890 640.4519 0.0010 0.9988 0.3484 0.1103 0.1340 1.4071
3533o 0.1229 884.6209 0.0023 0.3440 0.7280 0.0431 0.0602 0.0150
3533u 0.0505 363.4511 0.0002 0.9981 2.5942 0.0340 0.0191 0.4430
2217o 0.1625 1170.2024 0.0055 0.2276 0.1460 0.0181 0.2002 0.0212
2217u 0.2355 1695.6427 0.0027 0.9988 0.6071 0.0995 0.1624 1.3066
2019o 0.0381 274.2081 0.0015 0.1541 0.1667 0.0074 0.0733 0.0200
2019u 0.0798 574.3442 0.0009 0.9988 1.8394 0.0559 0.0472 1.3066
1918o 0.0334 240.8054 0.0018 0.1459 0.0274 0.0132 0.2134 0.0206
1918u 0.1799 1295.3025 0.0025 0.9988 1.0731 0.0778 0.0921 1.3066
1817o 0.1668 1200.6289 0.0033 0.2460 0.0902 0.0226 0.4050 0.0210
1817u 0.0962 692.7134 0.0023 0.9988 0.7254 0.0866 0.1107 1.3066
1009o 0.0064 45.8725 0.0004 0.1057 0.0983 0.0026 0.0163 0.0209
1009u 0.0325 233.6466 0.0005 0.9988 0.9969 0.0369 0.0280 1.4071
0706o 0.0152 109.7645 0.0005 0.2040 0.1137 0.0069 0.0521 0.0210
0706u 0.0201 144.4315 0.0002 0.9988 0.5966 0.0368 0.0232 1.3066
0604o 0.0731 526.4923 0.0021 0.2212 0.2952 0.0097 0.0794 0.0207
0604u 0.0727 523.3402 0.0007 0.9988 1.4856 0.0490 0.0387 1.3066
0504o 0.0113 81.4192 0.0005 0.1430 0.0965 0.0049 0.0382 0.0209
0504u 0.0259 186.5276 0.0003 0.9988 0.6674 0.0362 0.0231 1.3066
0403o 0.0580 417.8131 0.0026 0.1417 0.1091 0.0116 0.1156 0.0450
0403u 0.2369 1705.3209 0.0027 0.9988 0.9611 0.0916 0.1453 1.3066
0302o 0.5424 3905.2889 0.0124 0.2276 0.1046 0.0260 1.0595 0.0278
0302u 0.4746 3416.7608 0.0029 0.9988 0.1223 0.1407 0.4089 0.7036
14b14ao 0.3247 2337.5798 0.0100 0.2367 0.0512 0.0302 1.5432 0.0350
14b14au 0.0224 161.6073 0.0005 0.9739 0.1218 0.0679 0.0515 0.0140
FREE # 1 1.4825 10674.081
*===============================================================*
| 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 0.1918 0.0000 0.5381 0.1279 0.1729 9.0921 8.5438 Max Flow
5047 0.1215 0.0000 0.1436 0.0250 0.0295 5.7297 4.6854 Max Flow
4946 0.1292 0.0000 0.1088 0.0259 0.0340 5.0341 4.1061 Max Flow
5145 0.1558 0.0000 0.1068 0.0294 0.0301 4.8303 3.1205 Max Flow
4440 0.5792 0.0000 0.0880 0.1939 0.1419 8.0984 6.7024 Max Flow
4342 0.1912 0.0000 0.4023 0.1208 0.0914 9.2916 8.4221 Max Flow
4241 0.3674 0.0000 0.6993 0.1586 0.1215 8.4221 7.7215 Max Flow
3736 0.2023 0.0000 0.0112 0.0944 0.0795 7.0796 5.8168 Max Flow
3534 2.1009 0.0000 0.2301 0.1164 0.1444 5.1565 4.9164 Max Flow
3422 2.0741 0.0000 0.4968 0.1656 0.2476 4.8864 4.3656 Max Flow
3130 0.3037 0.0000 0.0579 0.0285 0.0301 7.5305 5.8532 Max Flow
3024 0.4161 1.1009 1.0693 0.4218 0.3341 5.5252 3.4751 Max Flow
3036 1.3563 0.0000 0.0492 0.2050 0.2320 5.8563 5.8199 Max Flow
2827 0.3494 0.0000 1.5990 0.1169 0.0950 8.3952 6.7950 Max Flow
2726 0.7772 0.0000 0.0028 0.0538 0.0441 6.7693 6.7719 Max Flow
2629 0.7668 0.0000 0.1818 0.1597 0.2649 6.7745 6.5800 Max Flow
2930 1.3069 0.0000 0.4014 0.2017 0.1799 6.5800 5.8544 Max Flow
2725 0.2606 0.8547 0.6082 0.3506 0.3750 6.7080 5.2198 Max Flow
2524 0.2538 0.4803 1.6178 0.3487 0.2817 5.2703 3.2357 Max Flow
2422 0.6481 0.2755 0.4308 0.5184 0.3957 3.5800 2.9009 Max Flow
L575 0.5612 0.0000 1.2914 0.1212 0.1420 4.8421 3.5425 Max Flow
2117 0.2851 0.0000 0.0018 0.0438 0.0559 3.1309 3.1300 Max Flow
1714B 3.1436 0.0000 0.1043 0.2712 0.3750 3.2612 3.1385 Max Flow
1716 2.0825 -0.1866 0.1735 0.8206 0.6232 3.0636 3.0777 Max Flow
1615 1.2319 0.4373 0.3267 0.6680 0.7500 3.0795 2.3141 Max Flow
1614A 0.8501 0.4192 0.0579 0.5713 0.7500 3.0554 2.5786 Max Flow
4514B 0.7440 0.0000 0.0453 0.1595 0.1528 3.6534 3.1315 Max Flow
4515 0.1804 0.6995 1.0974 0.8939 0.2288 3.3940 1.5881 Max Flow
1502 1.3813 -0.2132 0.8115 0.7019 0.8250 2.3078 1.7396 Max Flow
14A13 0.0010 0.0000 0.0001 0.0047 0.0203 1.9106 1.9106 Max Flow
1312 5.3067 0.0000 0.1137 0.6301 0.9068 2.7894 2.6828 Max Flow
1211 5.1721 0.0000 0.2405 0.5797 0.9886 2.6973 2.4607 Max Flow
1103 5.4911 0.0000 0.3331 0.6616 1.1324 2.4687 2.1234 Max Flow
0912 0.1701 0.0000 0.0075 0.0312 0.0398 3.5404 2.5272 Max Flow
0908 0.1341 0.1604 0.3321 0.2701 0.2594 3.5069 3.0143 Max Flow
0811 0.2945 0.0000 0.0397 0.0449 0.0634 3.0635 2.2986 Max Flow
0804 0.2338 0.1894 0.3318 0.3404 0.3999 3.0047 2.4884 Max Flow
0201 7.9363 0.0000 0.1200 0.8323 1.0533 2.1033 1.9833 Max Flow
50b50 0.1226 0.0000 0.1298 0.0401 0.0218 5.9227 5.7297 Max Flow
49b40 0.1307 0.0000 0.1088 0.0419 0.0227 5.2236 5.0341 Max Flow
51b50 0.1565 0.0000 0.1603 0.0476 0.0254 5.0263 4.8303 Max Flow
L610 0.9095 0.7642 0.8532 0.5897 0.5733 4.6294 3.0099 Max Flow
51b48 0.0674 0.3302 0.5339 0.2072 0.2250 4.8198 3.9297 Max Flow
5352o 0.3739 0.0000 1.0850 0.1628 0.1438 8.5438 7.2624 Max Flow
5352u 0.0357 0.0726 2.0621 1.0027 0.1500 8.4027 6.2687 Max Flow
5238o 0.4060 0.0000 0.9633 0.1719 0.1624 7.2625 6.1779 Max Flow
5238u 0.0715 0.1120 0.9875 0.2097 0.1790 7.2398 6.1404 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0624 0.1456 1.0074 0.2022 0.1737 6.1779 5.0254 Max Flow
5049u 0.0545 0.1323 0.5663 0.1926 0.1752 5.9173 5.2188 Max Flow
4948u 0.0802 0.1162 0.7252 0.2149 0.2250 4.7760 3.9301 Max Flow
4845o 0.0160 0.0000 0.0012 0.0058 0.0092 4.6094 3.6534 Max Flow
4845u 0.1194 0.4874 0.8929 0.2635 0.2251 4.6009 3.1997 Max Flow
4746o 0.2353 0.0000 0.3337 0.0992 0.0852 4.6855 4.1068 Max Flow
4746u 0.1013 0.3303 0.2665 0.2464 0.1809 4.6115 4.0146 Max Flow
4645o 0.3428 0.0000 0.2146 0.1151 0.1075 4.1077 3.6534 Max Flow
4645u 0.0986 0.0818 0.3842 0.2434 0.2210 4.0939 3.6280 Max Flow
4140o 0.1622 0.0000 0.5629 0.1139 0.0918 7.6921 6.7143 Max Flow
4140u 0.2265 0.6922 0.5244 0.3382 0.2381 7.6110 6.3927 Max Flow
4038o 0.3375 0.0000 0.2126 0.1154 0.1144 6.7146 6.1665 Max Flow
4038u 0.2377 0.0902 0.4635 0.3432 0.3301 6.7090 6.1564 Max Flow
3938o 0.1120 0.0000 0.0323 0.0378 0.0346 7.0349 6.1774 Max Flow
3938u 0.0270 0.3844 1.0307 0.1409 0.1282 6.7542 5.3372 Max Flow
3836o 1.0602 0.0000 0.1108 0.1842 0.1780 6.1781 5.8189 Max Flow
3836u 0.2606 0.1046 0.3284 0.3585 0.3028 6.0318 5.5942 Max Flow
3635o 2.7083 0.1129 0.1501 0.2262 0.2200 5.8201 5.6700 Max Flow
3635u 0.4023 1.0545 0.2162 0.4189 0.2778 5.7113 4.4358 Max Flow
3533o 0.8644 -0.3450 0.1845 0.4238 0.2907 5.1565 4.9707 Max Flow
3533u 0.0673 0.8560 0.2304 1.1039 0.1000 5.1039 4.0133 Max Flow
2217o 2.2276 0.0000 0.3509 0.2857 0.2874 3.6876 3.2607 Max Flow
2217u 0.9739 0.2407 0.2652 0.6085 0.7500 3.3803 2.8690 Max Flow
2019o 0.5559 0.0000 0.1605 0.0688 0.0475 7.0476 6.1255 Max Flow
2019u 0.4212 1.1946 0.6474 0.4229 0.2671 7.0068 5.1538 Max Flow
1918o 0.6679 0.0000 0.2002 0.1518 0.1260 6.1261 3.2769 Max Flow
1918u 0.8537 0.7725 2.0872 0.5624 0.4472 6.1029 3.2410 Max Flow
1817o 1.4743 0.0000 0.0532 0.2108 0.2749 3.2732 3.2218 Max Flow
1817u 0.6302 0.2083 0.2298 0.5127 0.6000 3.0231 2.5747 Max Flow
1009o 0.1271 0.0000 0.8069 0.0378 0.0330 4.6332 3.5401 Max Flow
1009u 0.1844 0.4682 0.6273 0.3137 0.2455 4.6274 3.5320 Max Flow
0706o 0.1971 0.0000 0.1324 0.0496 0.0475 5.0476 4.5934 Max Flow
0706u 0.0887 0.2618 0.2448 0.2318 0.1869 5.0163 4.5093 Max Flow
0604o 0.8642 0.0000 1.3172 0.1170 0.0932 4.5933 2.9067 Max Flow
0604u 0.3040 0.5111 1.6882 1.0045 0.2995 4.5045 2.2988 Max Flow
0504o 0.1777 0.0000 0.1935 0.0466 0.0403 4.3406 2.9062 Max Flow
0504u 0.1348 0.5924 1.1927 0.2740 0.2175 4.3045 2.5192 Max Flow
0403o 1.0004 0.0000 0.8002 0.1019 0.1044 2.9069 2.1019 Max Flow
0403u 1.1973 0.8286 0.2185 0.6621 0.4279 2.8442 1.7587 Max Flow
0302o 5.5643 0.0000 0.0204 0.2124 0.3000 2.1242 2.1033 Max Flow
0302u 0.8169 0.0682 0.0031 0.3116 0.1875 1.8794 1.8082 Max Flow
14b14ao 3.8404 0.0000 0.0096 0.1650 0.1482 3.1386 3.0229 Max Flow
14b14au 0.1235 0.3389 0.1838 0.2664 0.2387 2.9136 2.3881 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 8.6667 111.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 13.3333 32.5000 74.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4946 2.3333 72.8333 44.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5145 8.1667 43.1667 68.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4440 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4241 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 6.1667 16.1667 97.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 29.0000 38.1667 52.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 83.1667 36.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.3333 0.8333 113.6667 0.0000 0.0000 0.0000 5.1667 0.0000 None
3036 0.0000 28.3333 91.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 109.1667 6.6667 0.0000 0.0000 4.1667 0.0000 None
2629 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 0.6667 64.1667 55.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 1.0000 0.1667 95.0000 9.0000 1.0000 3.8333 10.0000 0.0000 None
2524 0.3333 0.3333 119.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 0.5000 92.3333 0.1667 0.0000 23.6667 3.3333 0.0000 None
L575 37.3333 82.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 73.0000 45.8333 1.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 26.8333 93.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.5000 0.6667 77.1667 8.0000 0.0000 23.6667 10.0000 0.0000 None
1615 0.5000 7.6667 0.6667 0.0000 30.5000 0.0000 80.6667 0.0000 None
1614A 0.1667 0.8333 0.0000 90.3333 24.5000 2.6667 1.5000 0.0000 None
4514B 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.6667 0.3333 107.5000 0.0000 0.0000 0.0000 11.5000 0.0000 None
1502 93.3333 8.6667 0.1667 0.0000 17.8333 0.0000 0.0000 0.0000 None
14A13 0.0000 116.5000 3.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 2.1667 114.1667 3.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 116.1667 3.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.3333 119.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 7.8333 104.1667 0.0000 8.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 96.0000 0.6667 0.0000 20.3333 1.8333 0.0000 None
0811 2.3333 10.1667 99.8333 0.0000 7.6667 0.0000 0.0000 0.0000 None
0804 0.0000 64.3333 26.6667 0.0000 12.0000 11.5000 5.5000 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 98.8333 0.0000 0.0000 0.0000 21.1667 0.0000 None
51b48 1.8333 0.5000 80.1667 0.0000 32.0000 0.0000 5.5000 0.0000 None
5352o 0.1667 4.6667 115.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.1667 1.0000 117.8333 0.0000 0.6667 0.0000 0.3333 0.0000 None
5238o 2.0000 8.5000 109.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.1667 1.0000 101.8333 0.0000 0.0000 0.0000 17.0000 0.0000 None
3851o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851u 0.0000 1.1667 91.5000 0.0000 0.0000 0.0000 27.3333 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 88.3333 2.1667 24.3333 3.0000 1.0000 0.0000 None
4845o 0.3333 24.8333 94.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 1.1667 103.5000 0.0000 0.0000 0.0000 15.3333 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 94.0000 0.5000 0.0000 21.3333 3.0000 0.0000 None
4645o 0.0000 5.0000 115.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 86.0000 2.0000 0.0000 29.6667 1.1667 0.0000 None
4140o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4140u 0.0000 1.1667 101.0000 0.0000 0.0000 0.0000 17.8333 0.0000 None
4038o 0.0000 12.1667 107.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038u 0.0000 1.1667 84.5000 5.6667 0.0000 24.0000 4.6667 0.0000 None
3938o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3938u 0.5000 0.6667 89.5000 2.3333 0.0000 6.3333 20.6667 0.0000 None
3836o 0.1667 7.6667 112.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 82.0000 0.5000 0.0000 34.5000 1.8333 0.0000 None
3635o 0.0000 0.0000 109.5000 0.0000 0.0000 0.0000 10.5000 0.0000 None
3635u 0.5000 0.5000 7.8333 78.3333 0.0000 30.5000 2.3333 0.0000 None
3533o 0.0000 0.0000 103.8333 0.0000 0.0000 0.0000 16.1667 0.0000 None
3533u 0.0000 0.8333 67.0000 0.0000 0.0000 7.5000 44.6667 0.0000 None
2217o 0.8333 9.8333 109.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 11.1667 83.6667 0.1667 0.0000 25.0000 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 103.1667 0.0000 0.0000 0.0000 15.8333 0.0000 None
1918o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.1667 1.0000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 4.1667 20.1667 95.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.1667 1.6667 76.3333 3.1667 1.8333 23.5000 13.3333 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 0.1667 7.0000 112.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 95.6667 0.0000 0.0000 22.8333 0.3333 0.0000 None
0604o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.0000 1.0000 119.0000 0.0000 0.0000 0.0000 The text continues on section 5.