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m50y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:29.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\eagill\mitigate.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\Eagle\Flows.int
Input File to Layer # 2 C:\XPS\Eagle\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=5.0 5.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 76
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 92
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 92
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 649
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 52
Number of Storage junctions in Extran (NVSE)........ 1
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 13
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 76
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 92
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
EAGLE DRIVE
MITIGATED CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 9.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 12
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 96.5000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
2 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
3 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
4 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
5 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
6 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
7 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
8 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
9 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
10 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
11 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
12 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
13 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
14 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
15 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
16 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
17 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
18 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
20 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
21 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
22 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
23 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
24 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
25 N52#1 N52 10.000 .28000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
26 N52#2 N52 10.000 .56000E-01 25.00 4.000 0.020 0.045 0.000 0.000 0.00
27 N44#1 N44 50.000 .12200 100.00 1.000 0.020 0.045 0.000 0.000 0.00
28 N44#2 N44 50.000 .15600 11.00 1.000 0.020 0.045 0.000 0.000 0.00
29 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
30 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
31 N42#1 N42 50.000 .10000 100.00 1.000 0.020 0.045 0.000 0.000 0.00
32 N42#2 N42 50.000 .90000E-01 10.00 1.000 0.020 0.045 0.000 0.000 0.00
33 N40#1 N40 15.000 .45000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
34 N40#2 N40 8.0000 .29000E-01 15.00 2.000 0.020 0.045 0.000 0.000 0.00
35 N39#1 N39 12.000 .58000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
36 N39#2 N39 13.000 .86000E-01 26.00 4.000 0.020 0.045 0.000 0.000 0.00
37 N38#1 N38 8.0000 .98000E-01100.00 0.900 0.020 0.045 0.000 0.000 0.00
38 N38#2 N38 27.000 .15500 26.00 0.900 0.020 0.045 0.000 0.000 0.00
39 N51B#1 N51B 23.000 .51000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
40 N51B#2 N51B 23.000 .10100 25.00 3.000 0.020 0.045 0.000 0.000 0.00
41 N50B#1 N50B 25.000 .10400 100.00 3.000 0.020 0.045 0.000 0.000 0.00
42 N50B#2 N50B 25.000 .84000E-01 20.00 3.000 0.020 0.045 0.000 0.000 0.00
43 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
44 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
45 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
46 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
47 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
50 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
51 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
52 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
53 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
54 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
55 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
56 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
57 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
58 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
59 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
60 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
62 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
63 N49B#1 N49B 23.000 .53000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
64 N49B#2 N49B 23.000 .10500 25.00 4.000 0.020 0.045 0.000 0.000 0.00
65 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
66 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
67 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
68 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
69 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
70 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
71 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
72 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
73 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
74 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
75 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
76 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N37#1 0.0010 2.0000 2.0000
2 N37#2 0.0010 2.0000 2.0000
3 N31#1 0.0010 2.0000 2.0000
4 N31#2 0.0010 2.0000 2.0000
5 N28#1 0.0010 2.0000 2.0000
6 N28#2 0.0010 2.0000 2.0000
7 N27#1 0.0010 2.0000 2.0000
8 N27#2 0.0010 2.0000 2.0000
9 N35#1 0.0010 2.0000 2.0000
10 N35#2 0.0010 2.0000 2.0000
11 N21#1 0.0010 2.0000 2.0000
12 N21#2 0.0010 2.0000 2.0000
13 N20#1 0.0010 2.0000 2.0000
14 N20#2 0.0010 2.0000 2.0000
15 N19#1 0.0010 2.0000 2.0000
16 N19#2 0.0010 2.0000 2.0000
17 N18#1 0.0010 2.0000 2.0000
18 N18#2 0.0010 2.0000 2.0000
19 N17#1 0.0010 2.0000 2.0000
20 N17#2 0.0010 2.0000 2.0000
21 N54#1 0.0010 2.0000 2.0000
22 N54#2 0.0010 2.0000 2.0000
23 N53#1 0.0010 2.0000 2.0000
24 N53#2 0.0010 2.0000 2.0000
25 N52#1 0.0010 2.0000 2.0000
26 N52#2 0.0010 2.0000 2.0000
27 N44#1 0.0010 2.0000 2.0000
28 N44#2 0.0010 2.0000 2.0000
29 N43#1 0.0010 2.0000 2.0000
30 N43#2 0.0010 2.0000 2.0000
31 N42#1 0.0010 2.0000 2.0000
32 N42#2 0.0010 2.0000 2.0000
33 N40#1 0.0010 2.0000 2.0000
34 N40#2 0.0010 2.0000 2.0000
35 N39#1 0.0010 2.0000 2.0000
36 N39#2 0.0010 2.0000 2.0000
37 N38#1 0.0010 2.0000 2.0000
38 N38#2 0.0010 2.0000 2.0000
39 N51B#1 0.0010 2.0000 2.0000
40 N51B#2 0.0010 2.0000 2.0000
41 N50B#1 0.0010 2.0000 2.0000
42 N50B#2 0.0010 2.0000 2.0000
43 N47#1 0.0010 2.0000 2.0000
44 N47#2 0.0010 2.0000 2.0000
45 N45#1 0.0010 2.0000 2.0000
46 N45#2 0.0010 2.0000 2.0000
47 N10#1 0.0010 2.0000 2.0000
48 N10#2 0.0010 2.0000 2.0000
49 N8#1 0.0010 2.0000 2.0000
50 N8#2 0.0010 2.0000 2.0000
51 N7#1 0.0010 2.0000 2.0000
52 N7#2 0.0010 2.0000 2.0000
53 N6#1 0.0010 2.0000 2.0000
54 N6#2 0.0010 2.0000 2.0000
55 N5#1 0.0010 2.0000 2.0000
56 N5#2 0.0010 2.0000 2.0000
57 N4#1 0.0010 2.0000 2.0000
58 N4#2 0.0010 2.0000 2.0000
59 N11#1 0.0010 2.0000 2.0000
60 N11#2 0.0010 2.0000 2.0000
61 N2#1 0.0010 2.0000 2.0000
62 N2#2 0.0010 2.0000 2.0000
63 N49B#1 0.0010 2.0000 2.0000
64 N49B#2 0.0010 2.0000 2.0000
65 N23#1 0.0010 2.0000 2.0000
66 N23#2 0.0010 2.0000 2.0000
67 N22#1 0.0010 2.0000 2.0000
68 N22#2 0.0010 2.0000 2.0000
69 N26#1 0.0010 2.0000 2.0000
70 N26#2 0.0010 2.0000 2.0000
71 N29#1 0.0010 2.0000 2.0000
72 N29#2 0.0010 2.0000 2.0000
73 N30#1 0.0010 2.0000 2.0000
74 N30#2 0.0010 2.0000 2.0000
75 N36#1 0.0010 2.0000 2.0000
76 N36#2 0.0010 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N40#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N40#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N39#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N39#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N51B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N51B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N50B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N50B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N49B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N49B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
71 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
72 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
73 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
74 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
75 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
76 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 76
Total Tributary Area (hectares). 13.49
Impervious Area (hectares)...... 6.53
Pervious Area (hectares)........ 6.96
Total Width (hectares).......... 2033.70
Percent Imperviousness.......... 48.39
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N37 No Tributary Channel/Pipes
Tributary Subareas........ N37#1 N37#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N27 No Tributary Channel/Pipes
Tributary Subareas........ N27#1 N27#2
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
N54 No Tributary Channel/Pipes
Tributary Subareas........ N54#1 N54#2
N53 No Tributary Channel/Pipes
Tributary Subareas........ N53#1 N53#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N44 No Tributary Channel/Pipes
Tributary Subareas........ N44#1 N44#2
N43 No Tributary Channel/Pipes
Tributary Subareas........ N43#1 N43#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N40 No Tributary Channel/Pipes
Tributary Subareas........ N40#1 N40#2
N39 No Tributary Channel/Pipes
Tributary Subareas........ N39#1 N39#2
N38 No Tributary Channel/Pipes
Tributary Subareas........ N38#1 N38#2
N51B No Tributary Channel/Pipes
Tributary Subareas........ N51B#1 N51B#2
N50B No Tributary Channel/Pipes
Tributary Subareas........ N50B#1 N50B#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N10 No Tributary Channel/Pipes
Tributary Subareas........ N10#1 N10#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N7 No Tributary Channel/Pipes
Tributary Subareas........ N7#1 N7#2
N6 No Tributary Channel/Pipes
Tributary Subareas........ N6#1 N6#2
N5 No Tributary Channel/Pipes
Tributary Subareas........ N5#1 N5#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N49B No Tributary Channel/Pipes
Tributary Subareas........ N49B#1 N49B#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#2
N26 No Tributary Channel/Pipes
Tributary Subareas........ N26#1 N26#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
***********************************************************
* Hydrographs will be stored for the following 38 INLETS *
***********************************************************
N37 N31 N28 N27 N35 N21
N20 N19 N18 N17 N54 N53
N52 N44 N43 N42 N40 N39
N38 N51B N50B N47 N45 N10
N8 N7 N6 N5 N4 N11
N2 N49B N23 N22 N26 N29
N30 N36
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 540
Final Julian Date = 1903001
Final time of day = 32400. seconds.
Final time of day = 9.00 hours.
Final running time = 9.0000 hours.
Final running time = 0.3750 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N37#1 1904 540 N37#2 3812 1080 N31#1 1904 540
N31#2 3812 1080 N28#1 1904 540 N28#2 3816 1080
N27#1 1896 540 N27#2 3780 1080 N35#1 1920 540
N35#2 1920 540 N21#1 1892 540 N21#2 3808 1080
N20#1 1856 540 N20#2 1760 540 N19#1 1908 540
N19#2 3748 1080 N18#1 1888 540 N18#2 3772 1080
N17#1 1912 540 N17#2 3880 1080 N54#1 1924 540
N54#2 1884 540 N53#1 1752 540 N53#2 1888 540
N52#1 1920 540 N52#2 3820 1080 N44#1 1912 540
N44#2 3948 1080 N43#1 1892 540 N43#2 1888 540
N42#1 1912 540 N42#2 4188 1080 N40#1 1912 540
N40#2 3920 1080 N39#1 1912 540 N39#2 3816 1080
N38#1 1856 540 N38#2 3792 1080 N51B#1 1920 540
N51B#2 3828 1080 N50B#1 1912 540 N50B#2 3928 1080
N47#1 1924 540 N47#2 3776 1080 N45#1 1924 540
N45#2 3792 1080 N10#1 1904 540 N10#2 1880 540
N8#1 1900 540 N8#2 1876 540 N7#1 1900 540
N7#2 1876 540 N6#1 1884 540 N6#2 1832 540
N5#1 1900 540 N5#2 1880 540 N4#1 1900 540
N4#2 1876 540 N11#1 1836 540 N11#2 3808 1080
N2#1 1892 540 N2#2 3784 1080 N49B#1 1920 540
N49B#2 3828 1080 N23#1 1900 540 N23#2 3828 1080
N22#1 1896 540 N22#2 1892 540 N26#1 1892 540
N26#2 1848 540 N29#1 1908 540 N29#2 3788 1080
N30#1 1912 540 N30#2 3824 1080 N36#1 1904 540
N36#2 3816 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 96.5000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.301399E+04 96.500
Total Infiltration 1.369598E+02 1.016
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.288137E+04 95.517
Total Water remaining in Surface Storage 3.542074E+00 0.026
Infiltration over the Pervious Area... 1.369598E+02 1.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.302187E+04 96.558
Total Precipitation + Initial Storage. 1.301399E+04 96.500
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0606
****************************************************
* 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.............. 1.288137E+04 95.517
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.................. 1.287435E+04 95.465
Initial Storage + Inflow.................... 1.288137E+04 95.517
Final Storage + Outflow + Diverted GW....... 1.287435E+04 95.465
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0545
##################################################
# 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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.57295 0.00000 94.57512 0.00000 94.57228
Total Losses (mm)...... 0.00000 1.91315 0.00000 1.91190 0.00000 1.91352
Remaining Depth (mm)... 0.00000 0.01390 0.00000 0.01298 0.00000 0.01420
Peak Runoff Rate (cms). 0.00000 0.06022 0.00000 0.09154 0.00000 0.11256
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.56315 96.61654 96.56312 96.61876 96.56351 96.62765
Peak Runoff Rate (cms). 0.06165 0.02721 0.09042 0.04123 0.10415 0.03960
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.56315 96.61654 96.56312 96.61876 96.56351 96.62765
Peak Runoff Rate (cms). 0.06165 0.02721 0.09042 0.04123 0.10415 0.03960
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) 96.56315 95.18602 96.56312 95.18821 96.56351 95.08612
Peak Runoff Rate (cms). 0.06165 0.08743 0.09042 0.13277 0.10415 0.15216
Unit Runoff (mm/hr).... 248.65982 244.12410 248.65287 244.65278 248.73614 243.32648
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.53507 0.00000 94.64192 0.00000 94.58269
Total Losses (mm)...... 0.00000 1.92796 0.00000 1.85664 0.00000 1.90718
Remaining Depth (mm)... 0.00000 0.03697 0.00000 0.00145 0.00000 0.01013
Peak Runoff Rate (cms). 0.00000 0.18818 0.00000 0.01453 0.00000 0.09956
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.54616 96.57505 96.60738 0.00000 96.54025 96.57755
Peak Runoff Rate (cms). 0.14053 0.11243 0.03485 0.00000 0.00067 0.12554
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.54616 96.57505 96.60738 0.00000 96.54025 96.57755
Peak Runoff Rate (cms). 0.14053 0.11243 0.03485 0.00099 0.00067 0.12554
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) 96.54616 95.24906 96.60738 94.64192 96.54025 95.67986
Peak Runoff Rate (cms). 0.14053 0.30060 0.03485 0.01453 0.00067 0.22511
Unit Runoff (mm/hr).... 244.07331 234.66573 253.04847 251.08846 242.10500 247.61959
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.40190 0.00000 94.51172 0.00000 94.51286
Total Losses (mm)...... 0.00000 1.94267 0.00000 1.93278 0.00000 1.93259
Remaining Depth (mm)... 0.00000 0.15543 0.00000 0.05549 0.00000 0.05455
Peak Runoff Rate (cms). 0.00000 0.16078 0.00000 0.27547 0.00000 0.23240
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.48976 0.00000 96.57548 96.56294 96.53453 96.63589
Peak Runoff Rate (cms). 0.44866 0.00000 0.08568 0.16947 0.05952 0.03001
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.48976 0.00000 96.57548 96.56294 96.53453 96.63589
Peak Runoff Rate (cms). 0.44866 0.01270 0.08568 0.16947 0.05952 0.03001
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) 96.48976 94.40190 96.57548 95.22965 96.53453 94.72516
Peak Runoff Rate (cms). 0.44866 0.16078 0.08568 0.44495 0.05952 0.26241
Unit Runoff (mm/hr).... 223.40809 186.46152 250.81695 228.45391 240.07376 221.52703
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.55036 0.00000 94.55648 0.00000 94.56696
Total Losses (mm)...... 0.00000 1.92336 0.00000 1.92105 0.00000 1.91633
Remaining Depth (mm)... 0.00000 0.02628 0.00000 0.02247 0.00000 0.01671
Peak Runoff Rate (cms). 0.00000 0.06322 0.00000 0.13675 0.00000 0.15282
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.57954 96.65128 96.62034 0.00000 96.35073 0.00000
Peak Runoff Rate (cms). 0.01869 0.00768 0.00070 0.00000 0.00051 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.57954 96.65128 96.62034 0.00000 96.35073 0.00000
Peak Runoff Rate (cms). 0.01869 0.00768 0.00070 0.00002 0.00051 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 96.57954 94.76045 96.62034 94.55648 96.35073 94.56696
Peak Runoff Rate (cms). 0.01869 0.07090 0.00070 0.13675 0.00051 0.15282
Unit Runoff (mm/hr).... 251.32855 233.96664 253.26696 234.15642 184.60064 238.08987
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.58142 0.00000 94.56845 0.00000 94.56817
Total Losses (mm)...... 0.00000 1.90801 0.00000 1.91558 0.00000 1.91572
Remaining Depth (mm)... 0.00000 0.01056 0.00000 0.01598 0.00000 0.01611
Peak Runoff Rate (cms). 0.00000 0.02812 0.00000 0.09127 0.00000 0.13668
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.60429 96.63645 96.57855 96.65512 96.54025 0.00000
Peak Runoff Rate (cms). 0.01951 0.00977 0.08443 0.01198 0.00067 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.60429 96.63645 96.57855 96.65512 96.54025 0.00000
Peak Runoff Rate (cms). 0.01951 0.00977 0.08443 0.01198 0.00067 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) 96.60429 95.09518 96.57855 94.79798 96.54025 94.56817
Peak Runoff Rate (cms). 0.01951 0.03789 0.08443 0.10325 0.00067 0.13668
Unit Runoff (mm/hr).... 252.96213 245.58810 251.21175 240.25357 242.10500 238.52983
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.59282 0.00000 94.57977 0.00000 94.57445
Total Losses (mm)...... 0.00000 1.89999 0.00000 1.90907 0.00000 1.91229
Remaining Depth (mm)... 0.00000 0.00719 0.00000 0.01116 0.00000 0.01326
Peak Runoff Rate (cms). 0.00000 0.05491 0.00000 0.01647 0.00000 0.04221
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.58756 96.64672 96.58487 96.65378 96.57898 96.62736
Peak Runoff Rate (cms). 0.06945 0.00628 0.03122 0.00304 0.04015 0.01560
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.58756 96.64672 96.58487 96.65378 96.57898 96.62736
Peak Runoff Rate (cms). 0.06945 0.00628 0.03122 0.00304 0.04015 0.01560
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) 96.58756 94.79821 96.58487 94.89087 96.57898 95.10821
Peak Runoff Rate (cms). 0.06945 0.06119 0.03122 0.01950 0.04015 0.05781
Unit Runoff (mm/hr).... 252.09761 246.80784 251.87145 244.11972 251.26295 244.01271
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.54141 0.00000 94.58582 0.00000 94.59469
Total Losses (mm)...... 0.00000 1.92622 0.00000 1.90506 0.00000 1.89857
Remaining Depth (mm)... 0.00000 0.03236 0.00000 0.00912 0.00000 0.00675
Peak Runoff Rate (cms). 0.00000 0.07217 0.00000 0.05098 0.00000 0.04563
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.49047 96.59875 96.60856 96.64052 96.57926 96.65365
Peak Runoff Rate (cms). 0.06038 0.02806 0.03556 0.01762 0.07200 0.01173
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.49047 96.59875 96.60856 96.64052 96.57926 96.65365
Peak Runoff Rate (cms). 0.06038 0.02806 0.03556 0.01762 0.07200 0.01173
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) 96.49047 95.07632 96.60856 95.09950 96.57926 95.00648
Peak Runoff Rate (cms). 0.06038 0.10023 0.03556 0.06860 0.07200 0.05736
Unit Runoff (mm/hr).... 223.65779 234.72689 253.07715 246.55521 251.29541 247.87637
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.52308 0.00000 94.53151 0.00000 94.55073
Total Losses (mm)...... 0.00000 1.93069 0.00000 1.92884 0.00000 1.92322
Remaining Depth (mm)... 0.00000 0.04623 0.00000 0.03965 0.00000 0.02604
Peak Runoff Rate (cms). 0.00000 0.16519 0.00000 0.15429 0.00000 0.07029
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.63297 96.60962 96.63764 96.61460 96.55876 0.00000
Peak Runoff Rate (cms). 0.02513 0.04142 0.02303 0.03817 0.15691 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.63297 96.60962 96.63764 96.61460 96.55876 0.00000
Peak Runoff Rate (cms). 0.02513 0.04142 0.02303 0.03817 0.15691 0.00444
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) 96.63297 94.89865 96.63764 94.90647 96.55876 94.55073
Peak Runoff Rate (cms). 0.02513 0.20661 0.02303 0.19246 0.15691 0.07029
Unit Runoff (mm/hr).... 253.34878 227.26962 253.36231 229.80975 247.65065 231.95220
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.54082 0.00000 94.54190 0.00000 94.48745
Total Losses (mm)...... 0.00000 1.92640 0.00000 1.92608 0.00000 1.93616
Remaining Depth (mm)... 0.00000 0.03278 0.00000 0.03201 0.00000 0.07639
Peak Runoff Rate (cms). 0.00000 0.06285 0.00000 0.06171 0.00000 0.17033
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.55316 0.00000 96.55152 0.00000 96.52179 0.00000
Peak Runoff Rate (cms). 0.14920 0.00000 0.14215 0.00000 0.44533 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.55316 0.00000 96.55152 0.00000 96.52179 0.00000
Peak Runoff Rate (cms). 0.14920 0.00422 0.14215 0.00403 0.44533 0.01261
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) 96.55316 94.54082 96.55152 94.54190 96.52179 94.48745
Peak Runoff Rate (cms). 0.14920 0.06285 0.14215 0.06171 0.44533 0.17033
Unit Runoff (mm/hr).... 246.18086 228.16516 245.71216 228.57696 235.30576 209.58911
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.54757 0.00000 94.54042 0.00000 94.51736
Total Losses (mm)...... 0.00000 1.92431 0.00000 1.92651 0.00000 1.93180
Remaining Depth (mm)... 0.00000 0.02812 0.00000 0.03307 0.00000 0.05084
Peak Runoff Rate (cms). 0.00000 0.06547 0.00000 0.12186 0.00000 0.44629
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.55612 0.00000 96.55108 0.00000 96.45393 96.64702
Peak Runoff Rate (cms). 0.15309 0.00000 0.30714 0.00000 0.00058 0.04478
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.55612 0.00000 96.55108 0.00000 96.45393 96.64702
Peak Runoff Rate (cms). 0.15309 0.00433 0.30714 0.00870 0.00058 0.04478
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) 96.55612 94.54757 96.55108 94.54042 96.45393 94.68773
Peak Runoff Rate (cms). 0.15309 0.06547 0.30714 0.12186 0.00058 0.49107
Unit Runoff (mm/hr).... 246.98266 230.73812 245.58202 228.01282 211.47537 222.26881
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.52291 0.00000 94.59042 0.00000 94.60632
Total Losses (mm)...... 0.00000 1.93073 0.00000 1.90178 0.00000 1.88914
Remaining Depth (mm)... 0.00000 0.04636 0.00000 0.00780 0.00000 0.00454
Peak Runoff Rate (cms). 0.00000 0.18126 0.00000 0.05326 0.00000 0.18215
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.54025 96.64044 96.61360 96.64454 96.55192 96.60250
Peak Runoff Rate (cms). 0.00067 0.02303 0.03696 0.01832 0.00068 0.22646
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.54025 96.64044 96.61360 96.64454 96.55192 96.60250
Peak Runoff Rate (cms). 0.00067 0.02303 0.03696 0.01832 0.00068 0.22646
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) 96.54025 94.73467 96.61360 95.10395 96.55192 95.70422
Peak Runoff Rate (cms). 0.00067 0.20429 0.03696 0.07158 0.00068 0.40861
Unit Runoff (mm/hr).... 242.10500 224.72277 253.17749 247.46708 245.82678 250.97413
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.57048 0.00000 94.52115 0.00000 94.54885
Total Losses (mm)...... 0.00000 1.91451 0.00000 1.93108 0.00000 1.92388
Remaining Depth (mm)... 0.00000 0.01501 0.00000 0.04777 0.00000 0.02727
Peak Runoff Rate (cms). 0.00000 0.14045 0.00000 0.02130 0.00000 0.18473
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.54692 0.00000 96.54045 0.00000 96.57271 96.57109
Peak Runoff Rate (cms). 0.00067 0.00000 0.01534 0.00000 0.09106 0.14472
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.54692 0.00000 96.54045 0.00000 96.57271 96.57109
Peak Runoff Rate (cms). 0.00067 0.00002 0.01534 0.00043 0.09106 0.14472
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) 96.54692 94.57048 96.54045 94.52115 96.57271 95.39819
Peak Runoff Rate (cms). 0.00067 0.14045 0.01534 0.02130 0.09106 0.32945
Unit Runoff (mm/hr).... 244.31404 239.36022 242.17173 220.90870 250.41546 239.18083
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).... 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.58489 0.00000 94.57064
Total Losses (mm)...... 0.00000 1.90570 0.00000 1.91442
Remaining Depth (mm)... 0.00000 0.00941 0.00000 0.01494
Peak Runoff Rate (cms). 0.00000 0.07312 0.00000 0.08185
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.57890 96.63535 96.56435 96.62122
Peak Runoff Rate (cms). 0.06368 0.02808 0.07200 0.03203
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.57890 96.63535 96.56435 96.62122
Peak Runoff Rate (cms). 0.06368 0.02808 0.07200 0.03203
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) 96.57890 95.13851 96.56435 95.12430
Peak Runoff Rate (cms). 0.06368 0.10120 0.07200 0.11387
Unit Runoff (mm/hr).... 251.25336 246.54116 248.91235 243.15864
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 = # # =
| # ##### |
| # ###### |
| # # |
##### # |
# ##### |
# ##### |
# ##### |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE
MITIGATED CASE
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 1440
Length of integration step is...... 5.00 seconds
Simulation length.................. 2.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
5145 Positive Flap Gate
50b50 Positive Flap Gate
49b40 Positive Flap Gate
3635o Positive Flap Gate
3533o Positive Flap Gate
0302o Positive Flap Gate
14b14au Positive Flap Gate
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 45.0 meters. Maximum Elevation : 9.30 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 1.01 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 2.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+00 m
" " : 0.045 Beyond Station 2.9 Max left bank area : 0.02 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.98 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4946
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5145
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4440
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 45.0 meters. Maximum Elevation : 8.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 24.0 meters. Maximum Elevation : 9.60 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4241
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 24.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.42 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 1.6 Max Topwidth : 17.44 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.76E+01 m
" " : 0.045 Beyond Station 18.4 Max left bank area : 0.03 m^2
Max right bank area : 0.03 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.36 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 50b50
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.80 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 49b40
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 51b50
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 10.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 5352o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 0.56 m^2.
Maximum hydraulic radius : 0.23 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.41E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.54 m^2
Natural Cross-Section information for Channel 5238o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 35.0 meters. Maximum Elevation : 7.50 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 3851o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 55.0 meters. Maximum Elevation : 6.70 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 4845o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4140o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 38.0 meters. Maximum Elevation : 8.00 meters.
Main Channel Length : 38.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 38.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4038o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 68.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 68.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 68.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3938o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 40.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.025 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.035 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 10.0 meters. Maximum Elevation : 6.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.37 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 7.0 Max Topwidth : 17.49 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 1.78E+01 m
" " : 0.035 Beyond Station 10.5 Max left bank area : 1.97 m^2
Max right bank area : 2.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.40 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14b14ao
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 45.0000 Natural 1.0073 0.0450 2.9550 0.4000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 4946 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 5145 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
5 4440 45.0000 Natural 2.0882 0.0180 7.5352 0.4000
6 4342 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
7 4241 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
8 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
9 3534 10.0000 Natural 3.4240 0.0450 17.4400 0.2000
10 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
11 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
12 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
13 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
14 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
15 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
16 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
17 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
18 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
19 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
20 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
21 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
22 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
23 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
24 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
25 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
26 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
27 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
28 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
29 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
30 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
31 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
32 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
33 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
34 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
35 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
36 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
37 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
38 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
39 50b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
40 49b40 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
41 51b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
42 L610 130.0000 Circular 0.4418 0.0130 0.7500 0.7500
43 51b48 21.0000 Circular 0.0398 0.0140 0.2250 0.2250
44 5352o 33.0000 Natural 0.5580 0.0350 1.9200 0.3000
45 5352u 35.0000 Circular 0.0177 0.0140 0.1500 0.1500
46 5238o 35.0000 Natural 0.7520 0.0350 1.9600 0.4000
47 5238u 41.0000 Circular 0.0398 0.0130 0.2250 0.2250
48 3851o 55.0000 Natural 0.7520 0.0350 1.9600 0.4000
49 3851u 55.0000 Circular 0.0398 0.0130 0.2250 0.2250
50 5049u 37.0000 Circular 0.0398 0.0140 0.2250 0.2250
51 4948u 20.0000 Circular 0.0398 0.0140 0.2250 0.2250
52 4845o 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
53 4845u 60.0000 Circular 0.0707 0.0130 0.3000 0.3000
54 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
55 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
56 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
57 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
58 4140o 38.0000 Natural 2.0882 0.0180 7.5352 0.4000
59 4140u 32.0000 Circular 0.1104 0.0130 0.3750 0.3750
60 4038o 68.0000 Natural 4.1558 0.0180 14.9231 0.4000
61 4038u 68.0000 Circular 0.1590 0.0130 0.4500 0.4500
62 3938o 40.0000 Natural 1.9520 0.0250 4.9600 0.4000
63 3938u 40.0000 Circular 0.0177 0.0120 0.1500 0.1500
64 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
65 3836u 40.0000 Circular 0.1590 0.0130 0.4500 0.4500
66 3635o 10.0000 Natural 5.3682 0.0180 17.4928 0.4000
67 3635u 10.0000 Circular 0.1590 0.0140 0.4500 0.4500
68 3533o 10.0000 Rectangle 0.8000 0.0150 1.0000 0.8000
69 3533u 10.0000 Rectangle 0.0200 0.0050 0.2000 0.1000
70 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
71 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
72 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
73 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
74 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
75 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
76 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
77 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
78 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
79 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
80 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
81 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
82 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
83 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
84 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
85 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
86 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
87 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
88 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
89 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
90 14b14ao 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
91 14b14au 10.0000 Circular 0.0707 0.0140 0.3000 0.3000
Total length of all conduits .... 3456.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1714B 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
L610 1.0000 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
51b48 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5238u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5049u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4948u 1.0000 0.2500 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4845u 1.0000 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4140u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4038u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3938u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3836u 1.0000 0.4000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3635o 1.0000 0.5000 1.0000 0.0000 0.6500 1.0000 0.0000 Kinematic Wave
3635u 1.0000 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3533o 1.0000 -1.0000 0.0000 0.2000 0.6500 2.0000 0.0500 Kinematic Wave
3533u 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14b14au 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.20
5047 0.15
4946 0.12
5145 0.14
4440 0.18
4342 0.34
4241 0.34
3736 0.17
3534 0.69
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
50b50 0.98
49b40 0.98
51b50 0.98
L610 0.10
51b48 0.35
5352o 0.26
5352u 0.17
5238o 0.28
5238u 0.18
3851o 0.18
3851u 0.14
5049u 0.20
4948u 0.37
4845o 0.12
4845u 0.14
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
4140o 0.22
4140u 0.30
4038o 0.12
4038u 0.15
3938o 0.25
3938u 0.15
3836o 0.19
3836u 0.26
3635o 0.87
3635u 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3533o 1.40 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3533u 0.50
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14b14ao 0.98
14b14au 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.0889E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.3000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.8000 7.4000 0.0000 0.0000 100.0000
3 N52 10.0000 7.5000 6.1000 0.0000 0.0000 100.0000
4 N38 10.0000 6.7000 5.0000 0.0000 0.0000 100.0000
5 N51B 10.0000 5.4000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 4.8000 3.6000 0.0000 0.0000 100.0000
7 N50B 10.0000 6.3000 4.7000 0.0000 0.0000 100.0000
8 N49B 10.0000 5.6000 4.0000 0.0000 0.0000 100.0000
9 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
10 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
11 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
12 N43 10.0000 9.6000 9.2000 0.0000 0.0000 100.0000
13 N42 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
14 N41 10.0000 8.0000 6.6000 0.0000 0.0000 100.0000
15 N44 10.0000 8.4000 8.0000 0.0000 0.0000 100.0000
16 N40 10.0000 7.0000 5.6000 0.0000 0.0000 100.0000
17 N39 10.0000 7.4000 6.0000 0.0000 0.0000 100.0000
18 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
19 N36 10.0000 6.0000 4.4700 0.0000 0.0000 100.0000
20 N35 10.0000 5.8500 4.0000 0.0000 0.0000 100.0000
21 N34 10.0000 5.0000 4.1000 0.0000 0.0000 100.0000
22 N33 10.0000 5.4800 2.6000 0.0000 0.0000 100.0000
23 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
24 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
25 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
26 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
27 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
28 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
29 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
Section 3
30 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
31 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
32 N22 10.0000 4.6000 1.8600 0.0000 0.0000 100.0000
33 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
34 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
35 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
36 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
37 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
38 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
39 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
40 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
41 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
42 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
43 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
44 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
45 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
46 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
47 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
48 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
49 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
50 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
51 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
52 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
53 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
54 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
55 N50 10.0000 6.1000 5.7000 0.0000 0.0000 100.0000
56 N49 10.0000 5.4000 5.0000 0.0000 0.0000 100.0000
57 N51 10.0000 5.2000 4.8000 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160872.3200 17772.6800 No Ponding Normal 0 0.0000
2 N53 -160580.0050 12711.2450 No Ponding Normal 0 0.0000
3 N52 -166206.7250 12636.2550 No Ponding Normal 0 0.0000
4 N38 -171833.4400 12853.3400 No Ponding Normal 0 0.0000
5 N51B -176451.6200 14564.8300 No Ponding Normal 0 0.0000
6 N48 -176609.6300 20431.4050 No Ponding Normal 0 0.0000
7 N50B -176738.5150 28838.2450 No Ponding Normal 0 0.0000
8 N49B -176841.2250 25550.3700 No Ponding Normal 0 0.0000
9 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
10 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
11 N45 -183719.9500 18191.7850 No Ponding Normal 0 0.0000
12 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
13 N42 -165291.9300 30668.6650 No Ponding Normal 0 0.0000
14 N41 -170380.0400 30590.2250 No Ponding Normal 0 0.0000
15 N44 -166055.6050 26690.4250 No Ponding Normal 0 0.0000
16 N40 -171689.2050 27214.0600 No Ponding Normal 0 0.0000
17 N39 -169210.8050 17901.7100 No Ponding Normal 0 0.0000
18 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
19 N36 -171862.5500 8784.7780 No Ponding Normal 0 0.0000
20 N35 -174942.3100 8070.1485 No Ponding Normal 0 0.0000
21 N34 -180869.8450 8910.3920 No Ponding Normal 0 0.0000
22 N33 -180375.0100 6412.3160 No Ponding Normal 0 0.0000
23 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
24 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
25 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
26 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
27 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
28 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
29 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
30 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
31 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
32 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
33 N21 -185518.7450 11528.0300 No Ponding Normal 0 0.0000
34 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
35 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
36 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
37 N17 -189306.1300 11452.3900 No Ponding Normal 0 0.0000
38 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
39 N15 -194758.4350 18301.8800 No Ponding Normal 0 0.0000
40 N14B -191538.8150 13438.5550 No Ponding Normal 0 0.0000
41 N14A -195577.9400 14207.6650 No Ponding Normal 0 0.0000
42 N13 -199605.7150 14216.7650 No Ponding Normal 0 0.0000
43 N12 -202825.1500 14195.2450 No Ponding Normal 0 0.0000
44 N11 -206840.8500 15119.2750 No Ponding Normal 0 0.0000
45 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
46 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
47 N8 -207698.0100 6065.0360 No Ponding Normal 0 0.0000
48 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
49 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
50 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
51 N4 -211172.2100 11068.6850 No Ponding Normal 0 0.0000
52 N3 -210589.2150 16923.5400 No Ponding Normal 0 0.0000
53 N2 -211249.3400 21173.6250 No Ponding Normal 0 0.0000
54 N1 -212060.1150 25771.5150 No Ponding Normal 0 0.0000
55 N50 -179020.4400 28627.8600 No Ponding Normal 0 0.0000
56 N49 -178928.3200 24844.1900 No Ponding Normal 0 0.0000
57 N51 -180154.3150 14664.6700 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N53 8.9000 8.4000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 4946 N49 N46 5.0000 4.0000 No Design
4 5145 N51 N14B 4.8000 3.0000 No Design
5 4440 N44 N40 8.0000 6.0000 No Design
6 4342 N43 N42 9.2000 8.3000 No Design
7 4241 N42 N41 8.3000 7.6000 No Design
8 3736 N37 N36 7.0000 5.5200 No Design
9 3534 N35 N34 5.0000 4.8000 No Design
10 3422 N34 N22 4.6000 4.2000 No Design
11 3130 N31 N30 7.5000 5.7000 No Design
12 3024 N30 N24 4.2000 2.8600 No Design
13 3036 N30 N36 5.6200 5.5200 No Design
14 2827 N28 N27 8.3000 6.7000 No Design
15 2726 N27 N26 6.7000 6.5000 No Design
16 2629 N26 N29 6.5000 6.4000 No Design
17 2930 N29 N30 6.4000 5.6200 No Design
18 2725 N27 N25 5.3500 4.8700 No Design
19 2524 N25 N24 4.8700 2.8600 No Design
20 2422 N24 N22 2.5900 1.8600 No Design
21 L575 N23 N22 4.7000 3.4000 No Design
22 2117 N21 N17 3.0000 2.9500 No Design
23 1714B N17 N14B 2.9000 2.8500 No Design
24 1716 N17 N16 1.7500 1.3500 No Design
25 1615 N16 N15 1.3400 1.2100 No Design
26 1614A N16 N14A 1.6500 1.6000 No Design
27 4514B N45 N14B 3.5000 2.8500 No Design
28 4515 N45 N15 2.5000 1.2100 No Design
29 1502 N15 N2 1.2100 1.0500 No Design
30 14A13 N13 N14A 1.8600 1.6000 No Design
31 1312 N13 N12 1.8600 1.6800 No Design
32 1211 N12 N11 1.6800 1.3400 No Design
33 1103 N11 N3 1.3400 1.1000 No Design
34 0912 N9 N12 3.5000 2.0000 No Design
35 0908 N9 N8 2.5000 2.0000 No Design
36 0811 N8 N11 3.0000 2.0000 No Design
37 0804 N8 N4 2.0000 1.7000 No Design
38 0201 N2 N1 1.0500 0.9300 No Design
39 50b50 N50B N50 5.9000 5.7000 No Design
40 49b40 N49B N49 5.2000 5.0000 No Design
41 51b50 N51B N51 5.0000 4.8000 No Design
42 L610 N33 N14A 2.6000 1.6000 No Design
43 51b48 N51B N48 3.8000 3.6000 No Design
44 5352o N53 N52 8.4000 7.1000 No Design
45 5352u N53 N52 7.4000 6.1000 No Design
46 5238o N52 N38 7.1000 6.0000 No Design
47 5238u N52 N38 6.1000 5.0000 No Design
48 3851o N38 N51B 6.3000 5.0000 No Design
49 3851u N38 N51B 5.0000 3.8000 No Design
50 5049u N50B N49B 5.7000 5.0000 No Design
51 4948u N49B N48 4.0000 3.6000 No Design
52 4845o N48 N45 4.6000 3.5000 No Design
53 4845u N48 N45 3.6000 2.5000 No Design
54 4746o N47 N46 4.6000 4.0000 No Design
55 4746u N47 N46 3.6000 3.0000 No Design
56 4645o N46 N45 4.0000 3.5000 No Design
57 4645u N46 N45 3.0000 2.5000 No Design
58 4140o N41 N40 7.6000 6.6000 No Design
59 4140u N41 N40 6.6000 5.6000 No Design
60 4038o N40 N38 6.6000 6.0000 No Design
61 4038u N40 N38 5.6000 5.0000 No Design
62 3938o N39 N38 7.0000 6.0000 No Design
63 3938u N39 N38 6.0000 5.0000 No Design
64 3836o N38 N36 6.0000 5.5200 No Design
65 3836u N38 N36 5.0000 4.4700 No Design
66 3635o N36 N35 5.6000 5.4500 No Design
67 3635u N36 N35 4.4700 4.0000 No Design
68 3533o N35 N33 4.8600 4.6800 No Design
69 3533u N35 N33 4.0000 3.9000 No Design
70 2217o N22 N17 3.4000 2.9500 No Design
71 2217u N22 N17 1.8600 1.7500 No Design
72 2019o N20 N19 7.0000 6.0000 No Design
73 2019u N20 N19 6.0000 4.5000 No Design
74 1918o N19 N18 6.0000 3.0000 No Design
75 1918u N19 N18 4.5000 1.9000 No Design
76 1817o N18 N17 3.0000 2.9500 No Design
77 1817u N18 N17 1.9000 1.7500 No Design
78 1009o N10 N9 4.6000 3.5000 No Design
79 1009u N10 N9 3.6000 2.5000 No Design
80 0706o N7 N6 5.0000 4.5000 No Design
81 0706u N7 N6 4.0000 3.5000 No Design
82 0604o N6 N4 4.5000 2.8000 No Design
83 0604u N6 N4 3.5000 1.7000 No Design
84 0504o N5 N4 4.3000 2.8000 No Design
85 0504u N5 N4 3.3000 1.7000 No Design
86 0403o N4 N3 2.8000 2.0000 No Design
87 0403u N4 N3 1.7000 1.1000 No Design
88 0302o N3 N2 1.8200 1.8100 No Design
89 0302u N3 N2 1.1000 1.0500 No Design
90 14b14ao N14B N14A 2.9900 2.5000 No Design
91 14b14au N14B N14A 1.8000 1.6000 No Design
*==========================================*
| Storage Junction Data |
*==========================================*
MAXIMUM OR PEAK OR CROWN DEPTH
STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION STARTS
NUMBER OR NAME TYPE AREA (M2) (CUBIC MET.) (M) FROM
-------------- -------- ---------------- --------------- --------- -----------
N35 Stage/Area 599.0000 675.9485 10.0000 Node Invert
*==================================*
| Variable storage data for node |N35
*==================================*
Data Elevation Depth Area Volume
Point meters meters m^2 m^3
===== ========= ====== =========== ============
1 4.0000 0.0000 326.0000 0.0000
2 4.0125 0.0125 329.2500 4.0953
3 4.0250 0.0250 332.5000 8.2312
4 4.0375 0.0375 335.7500 12.4078
5 4.0500 0.0500 339.0000 16.6249
6 4.0625 0.0625 342.2500 20.8827
7 4.0750 0.0750 345.5000 25.1812
8 4.0875 0.0875 348.7500 29.5202
9 4.1000 0.1000 352.0000 33.8999
10 4.1125 0.1125 355.3750 38.3209
11 4.1250 0.1250 358.7500 42.7842
12 4.1375 0.1375 362.1250 47.2897
13 4.1500 0.1500 365.5000 51.8373
14 4.1625 0.1625 368.8750 56.4271
15 4.1750 0.1750 372.2500 61.0591
16 4.1875 0.1875 375.6250 65.7333
17 4.2000 0.2000 379.0000 70.4497
18 4.2125 0.2125 382.5000 75.2091
19 4.2250 0.2250 386.0000 80.0122
20 4.2375 0.2375 389.5000 84.8591
21 4.2500 0.2500 393.0000 89.7497
22 4.2625 0.2625 396.5000 94.6840
23 4.2750 0.2750 400.0000 99.6621
24 4.2875 0.2875 403.5000 104.6840
25 4.3000 0.3000 407.0000 109.7496
26 4.3125 0.3125 410.6250 114.8597
27 4.3250 0.3250 414.2500 120.0152
28 4.3375 0.3375 417.8750 125.2160
29 4.3500 0.3500 421.5000 130.4620
30 4.3625 0.3625 425.1250 135.7534
31 4.3750 0.3750 428.7500 141.0901
32 4.3875 0.3875 432.3750 146.4722
33 4.4000 0.4000 436.0000 151.8995
34 4.4125 0.4125 439.7500 157.3729
35 4.4250 0.4250 443.5000 162.8932
36 4.4375 0.4375 447.2500 168.4604
37 4.4500 0.4500 451.0000 174.0744
38 4.4625 0.4625 454.7500 179.7353
39 4.4750 0.4750 458.5000 185.4431
40 4.4875 0.4875 462.2500 191.1978
41 4.5000 0.5000 466.0000 196.9994
42 4.5125 0.5125 467.7500 202.8353
43 4.5250 0.5250 469.5000 208.6931
44 4.5375 0.5375 471.2500 214.5728
45 4.5500 0.5500 473.0000 220.4743
46 4.5625 0.5625 474.7500 226.3978
47 4.5750 0.5750 476.5000 232.3431
48 4.5875 0.5875 478.2500 238.3103
49 4.6000 0.6000 480.0000 244.2993
50 4.6125 0.6125 481.8750 250.3110
51 4.6250 0.6250 483.7500 256.3462
52 4.6375 0.6375 485.6250 262.4048
53 4.6500 0.6500 487.5000 268.4868
54 4.6625 0.6625 489.3750 274.5923
55 4.6750 0.6750 491.2500 280.7212
56 4.6875 0.6875 493.1250 286.8735
57 4.7000 0.7000 495.0000 293.0493
58 4.7125 0.7125 496.8750 299.2485
59 4.7250 0.7250 498.7500 305.4712
60 4.7375 0.7375 500.6250 311.7173
61 4.7500 0.7500 502.5000 317.9868
62 4.7625 0.7625 504.3750 324.2797
63 4.7750 0.7750 506.2500 330.5961
64 4.7875 0.7875 508.1250 336.9360
65 4.8000 0.8000 510.0000 343.2993
66 4.8125 0.8125 511.8750 349.6860
67 4.8250 0.8250 513.7500 356.0961
68 4.8375 0.8375 515.6250 362.5297
69 4.8500 0.8500 517.5000 368.9867
70 4.8625 0.8625 519.3750 375.4672
71 4.8750 0.8750 521.2500 381.9711
72 4.8875 0.8875 523.1250 388.4985
73 4.9000 0.9000 525.0000 395.0492
74 4.9125 0.9125 526.8750 401.6235
75 4.9250 0.9250 528.7500 408.2211
76 4.9375 0.9375 530.6250 414.8422
77 4.9500 0.9500 532.5000 421.4867
78 4.9625 0.9625 534.3750 428.1547
79 4.9750 0.9750 536.2500 434.8461
80 4.9875 0.9875 538.1250 441.5609
81 5.0000 1.0000 540.0000 448.2992
82 5.0125 1.0125 541.7500 455.0601
83 5.0250 1.0250 543.5000 461.8430
84 5.0375 1.0375 545.2500 468.6476
85 5.0500 1.0500 547.0000 475.4742
86 5.0625 1.0625 548.7500 482.3226
87 5.0750 1.0750 550.5000 489.1929
88 5.0875 1.0875 552.2500 496.0851
89 5.1000 1.1000 554.0000 502.9992
90 5.1375 1.1375 559.6250 523.8796
91 5.1750 1.1750 565.2500 544.9709
92 5.2125 1.2125 570.8750 566.2731
93 5.2500 1.2500 576.5000 587.7863
94 5.2875 1.2875 582.1250 609.5105
95 5.3250 1.3250 587.7500 631.4455
96 5.3625 1.3625 593.3750 653.5916
97 5.4000 1.4000 599.0000 675.9485
98 10.0000 6.0000 599.0000 675.9485
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE
MITIGATED CASE
Title from immediately preceding computational layer
EAGLE DRIVE
MITIGATED CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 38
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.32
#################################################
# Element numbers of interface inlet locations: #
#################################################
N37 N31 N28 N27 N35 N21 N20
N19 N18 N17 N54 N53 N52 N44
N43 N42 N40 N39 N38 N51B N50B
N47 N45 N10 N8 N7 N6 N5
N4 N11 N2 N49B N23 N22 N26
N29 N30 N36
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 1.0248 0.0111
5047 2.8812 0.0234
4946 2.4313 0.0167
5145 3.5733 0.0360
4440 10.0429 0.0444
4342 9.2249 0.0375
4241 8.1356 0.0292
3736 14.9983 0.0296
3534 3.6191 0.0200
3422 4.5448 0.0100
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
50b50 13.6470 0.0200
49b40 13.6470 0.0200
51b50 13.6470 0.0200
L610 0.9764 0.0077
51b48 0.0407 0.0095
5352o 1.1925 0.0394
5352u 0.0273 0.0371
5238o 1.6591 0.0314
5238u 0.0735 0.0268
3851o 1.4388 0.0236
3851u 0.0663 0.0218
5049u 0.0573 0.0189
4948u 0.0590 0.0200
4845o 2.5500 0.0183
4845u 0.1309 0.0183
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
4140o 7.7278 0.0263
4140u 0.3099 0.0313
4038o 9.0986 0.0088
4038u 0.2678 0.0088
3938o 6.1031 0.0250
3938u 0.0261 0.0250
3836o 9.9729 0.0120
3836u 0.3282 0.0133
3635o 16.4091 0.0150
3635u 0.5739 0.0470
3533o 2.6252 0.0180
3533u 0.0414 0.0100
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14b14ao 75.9084 0.0490
14b14au 0.1270 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 7.40 N52/ 0.00 / 6.10
N38/ 0.00 / 5.00 N51B/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50B/ 0.00 / 4.70 N49B/ 0.00 / 4.00 N47/ 0.00 / 3.60
N46/ 0.00 / 3.00 N45/ 0.00 / 2.50 N43/ 0.00 / 9.20
N42/ 0.00 / 8.30 N41/ 0.00 / 6.60 N44/ 0.00 / 8.00
N40/ 0.00 / 5.60 N39/ 0.00 / 6.00 N37/ 0.00 / 7.00
N36/ 0.00 / 4.47 N35/ 0.00 / 4.00 N34/ 0.00 / 4.10
N33/ 0.00 / 2.60 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
N50/ 0.00 / 5.70 N49/ 0.00 / 5.00 N51/ 0.00 / 4.80
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 4946/ 0.00
5145/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
51b48/ 0.00 5352o/ 0.00 5352u/ 0.00
5238o/ 0.00 5238u/ 0.00 3851o/ 0.00
3851u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533o/ 0.00 3533u/ 0.00
2217o/ 0.00 2217u/ 0.00 2019o/ 0.00
2019u/ 0.00 1918o/ 0.00 1918u/ 0.00
1817o/ 0.00 1817u/ 0.00 1009o/ 0.00
1009u/ 0.00 0706o/ 0.00 0706u/ 0.00
0604o/ 0.00 0604u/ 0.00 0504o/ 0.00
0504u/ 0.00 0403o/ 0.00 0403u/ 0.00
0302o/ 0.00 0302u/ 0.00 14b14ao/ 0.00
14b14au/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 4946/ 0.00
5145/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
51b48/ 0.00 5352o/ 0.00 5352u/ 0.00
5238o/ 0.00 5238u/ 0.00 3851o/ 0.00
3851u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533o/ 0.00 3533u/ 0.00
2217o/ 0.00 2217u/ 0.00 2019o/ 0.00
2019u/ 0.00 1918o/ 0.00 1918u/ 0.00
1817o/ 0.00 1817u/ 0.00 1009o/ 0.00
1009u/ 0.00 0706o/ 0.00 0706u/ 0.00
0604o/ 0.00 0604u/ 0.00 0504o/ 0.00
0504u/ 0.00 0403o/ 0.00 0403u/ 0.00
0302o/ 0.00 0302u/ 0.00 14b14ao/ 0.00
14b14au/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 4946/ 0.00
5145/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.01
51b48/ 0.00 5352o/ 0.00 5352u/ 0.00
5238o/ 0.00 5238u/ 0.00 3851o/ 0.00
3851u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533o/ 0.00 3533u/ 0.00
2217o/ 0.00 2217u/ 0.00 2019o/ 0.00
2019u/ 0.00 1918o/ 0.00 1918u/ 0.00
1817o/ 0.00 1817u/ 0.00 1009o/ 0.00
1009u/ 0.00 0706o/ 0.00 0706u/ 0.00
0604o/ 0.00 0604u/ 0.00 0504o/ 0.00
0504u/ 0.00 0403o/ 0.00 0403u/ 0.00
0302o/ 0.00 0302u/ 0.00 14b14ao/ 0.00
14b14au/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 4946/ 0.00
5145/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.02
51b48/ 0.00 5352o/ 0.00 5352u/ 0.00
5238o/ 0.00 5238u/ 0.00 3851o/ 0.00
3851u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533o/ 0.00 3533u/ 0.00
2217o/ 0.00 2217u/ 0.00 2019o/ 0.00
2019u/ 0.00 1918o/ 0.00 1918u/ 0.00
1817o/ 0.00 1817u/ 0.00 1009o/ 0.00
1009u/ 0.00 0706o/ 0.00 0706u/ 0.00
0604o/ 0.00 0604u/ 0.00 0504o/ 0.00
0504u/ 0.00 0403o/ 0.00 0403u/ 0.00
0302o/ 0.00 0302u/ 0.00 14b14ao/ 0.00
14b14au/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.40/ 7.40 5047/ 3.60/ 3.60 4946/ 3.00/ 3.00
5145/ 1.80/ 1.80 4440/ 5.60/ 5.60 4342/ 8.30/ 8.30
4241/ 6.60/ 6.60 3736/ 4.47/ 4.47 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 50b50/ 5.70/ 5.70
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.60/ 1.65
51b48/ 3.60/ 3.60 5352o/ 6.10/ 6.10 5352u/ 6.10/ 6.10
5238o/ 5.00/ 5.00 5238u/ 5.00/ 5.00 3851o/ 3.80/ 3.80
3851u/ 3.80/ 3.80 5049u/ 4.00/ 4.00 4948u/ 3.60/ 3.60
4845o/ 2.50/ 2.50 4845u/ 2.50/ 2.50 4746o/ 3.00/ 3.00
4746u/ 3.00/ 3.00 4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50
4140o/ 5.60/ 5.60 4140u/ 5.60/ 5.60 4038o/ 5.00/ 5.00
4038u/ 5.00/ 5.00 3938o/ 5.00/ 5.00 3938u/ 5.00/ 5.00
3836o/ 4.47/ 4.47 3836u/ 4.47/ 4.47 3635o/ 4.00/ 4.00
3635u/ 4.00/ 4.00 3533o/ 2.60/ 2.60 3533u/ 2.60/ 2.60
2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75 2019o/ 4.50/ 4.50
2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90 1918u/ 1.90/ 1.90
1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75 1009o/ 2.50/ 2.50
1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50 0706u/ 3.50/ 3.50
0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70 0504o/ 1.70/ 1.70
0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10 0403u/ 1.10/ 1.10
0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05 14b14ao/ 1.65/ 1.65
14b14au/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 85.0000
N53 2.1923 5.4808 45.0000
N52 2.4103 6.0258 25.0000
N38 3.0305 7.5763 435.0000
N51B 2.5929 6.4823 90.0000
N48 2.3354 5.8386 285.0000
N50B 2.3204 5.8011 155.0000
N49B 2.5723 6.4307 40.0000
N47 0.6040 1.5099 170.0000
N46 0.8323 2.0807 15.0000
N45 2.2879 5.7198 3400.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 1.6128 4.0321 580.0000
N44 50.0000 50.0000 0.0000
N40 5.5179 13.7947 0.0000
N39 3.7405 9.3512 30.0000
N37 50.0000 50.0000 0.0000
N36 1.5166 3.7915 165.0000
N35 16.4639 41.1597 0.0000
N34 0.5118 1.2794 95.0000
N33 1.1806 2.9516 215.0000
N31 50.0000 50.0000 0.0000
N30 0.5827 1.4567 50.0000
N29 50.0000 50.0000 0.0000
N28 48.5806 50.0000 0.0000
N27 2.1518 5.3795 115.0000
N26 43.2063 50.0000 0.0000
N25 1.9608 4.9021 5.0000
N24 0.6134 1.5336 185.0000
N23 19.5182 48.7954 0.0000
N22 0.3998 0.9994 20.0000
N21 1.8395 4.5989 100.0000
N20 0.9419 2.3549 260.0000
N19 0.2729 0.6823 45.0000
N18 3.1942 7.9855 100.0000
N17 0.6866 1.7166 5.0000
N16 4.6130 11.5326 0.0000
N15 4.1293 10.3234 0.0000
N14B 0.6715 1.6788 110.0000
N14A 15.3556 38.3891 0.0000
N13 16.1981 40.4952 0.0000
N12 20.6639 50.0000 0.0000
N11 42.4288 50.0000 0.0000
N10 1.2084 3.0209 115.0000
N9 1.4918 3.7295 30.0000
N8 0.8605 2.1513 15.0000
N7 0.9605 2.4013 145.0000
N6 1.2355 3.0889 15.0000
N5 2.2216 5.5540 50.0000
N4 1.3807 3.4518 5.0000
N3 34.7977 50.0000 0.0000
N2 21.2244 50.0000 0.0000
N1 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N51 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N45
*==========================================================*
| 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 30.7737 30.7737 50.0000 4.1667 0.0006 0.2651 Normal Soln
5047 50.0000 50.0000 50.0000 0.0000 -0.0008 0.0539 Normal Soln
4946 50.0000 50.0000 50.0000 0.0000 0.0007 0.0832 Normal Soln
5145 50.0000 50.0000 50.0000 0.0000 0.0008 0.0752 Normal Soln
4440 27.8527 27.8527 41.9110 0.0000 0.0019 0.0428 Normal Soln
4342 14.9609 14.9609 26.1209 0.0000 0.0020 0.0329 Normal Soln
4241 11.5446 11.5446 17.7999 0.0000 0.0017 0.0740 Normal Soln
3736 43.7266 43.7266 50.0000 0.0000 0.0015 0.0223 Normal Soln
3534 6.0302 6.0302 14.4154 0.0000 0.0075 0.6232 Normal Soln
3422 20.5323 20.5323 50.0000 0.0000 0.0074 0.4829 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0018 0.0398 Normal Soln
3024 8.1371 8.1371 19.0833 0.0000 -0.0052 1.9949 Normal Soln
3036 11.4577 11.4577 34.4285 0.0000 -0.0125 0.2319 Normal Soln
2827 29.2029 29.2029 46.7788 0.0000 0.0015 0.0365 Normal Soln
2726 7.7835 7.7835 50.0000 0.0000 0.0188 0.0592 Normal Soln
2629 32.0932 32.0932 50.0000 0.0000 0.0021 0.3896 Normal Soln
2930 24.5104 24.5104 45.6128 0.0000 -0.0038 0.1479 Normal Soln
2725 4.9446 4.9446 12.3828 0.0000 0.0027 2.4362 Normal Soln
2524 14.5248 14.5248 32.6527 0.0000 -0.0043 2.1800 Normal Soln
2422 6.3151 6.3151 17.2019 0.0000 0.0277 1.9888 Normal Soln
L575 44.9880 44.9880 50.0000 0.0000 -0.0038 0.2293 Normal Soln
2117 6.8571 6.8571 22.7599 0.0000 -0.0032 0.0947 Normal Soln
1714B 17.3466 17.3466 50.0000 0.0000 0.0199 0.4061 Normal Soln
1716 4.6432 4.6432 12.8128 0.0000 -0.0281 1.4983 Normal Soln
1615 3.9313 3.9313 9.9046 0.0000 0.0078 3.5115 Normal Soln
1614A 1.7854 1.7854 5.3485 0.0000 -0.0091 3.6061 Normal Soln
4514B 15.9269 15.9269 26.9105 0.0000 0.0044 0.0336 Normal Soln
4515 5.7567 5.7567 13.2310 0.0000 0.0039 2.2062 Normal Soln
1502 15.0649 15.0649 32.9001 0.0000 0.0073 4.5708 Normal Soln
14A13 3.9281 3.9281 16.9360 0.0000 -0.0116 0.3966 Normal Soln
1312 6.2468 6.2468 26.3022 0.0000 0.0122 0.4099 Normal Soln
1211 14.7749 14.7749 50.0000 0.0000 0.0095 0.2833 Normal Soln
1103 15.6920 15.6920 50.0000 0.0000 0.0083 0.1961 Normal Soln
0912 28.6529 28.6529 50.0000 0.0000 -0.0013 0.0235 Normal Soln
0908 11.3949 11.3949 41.7513 0.0000 0.0029 2.0904 Normal Soln
0811 31.8223 31.8223 50.0000 0.0000 0.0043 0.0672 Normal Soln
0804 10.8005 10.8005 33.6610 0.0000 0.0038 3.0094 Normal Soln
0201 3.0584 3.0584 7.3205 0.0000 -0.2667 0.0970 Normal Soln
50b50 7.9869 7.9869 12.1914 0.0000 0.0034 0.0152 Normal Soln
49b40 7.5583 7.5583 11.5316 0.0000 -0.0129 0.0185 Normal Soln
51b50 6.5739 6.5739 9.6132 0.0000 0.0019 0.0201 Normal Soln
L610 24.3190 24.3190 50.0000 0.0000 0.0063 1.5151 Normal Soln
51b48 4.1952 4.1952 12.8231 0.0000 0.0018 4.2769 Normal Soln
5352o 14.7010 14.7010 28.0016 0.0000 0.0044 0.4394 Normal Soln
5352u 6.6801 6.6801 16.7162 0.0000 0.0015 3.4127 Normal Soln
5238o 15.7810 15.7810 31.9941 0.0000 -0.0021 0.3302 Normal Soln
5238u 8.0707 8.0707 23.1017 0.0000 -0.0060 2.2507 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.0877 11.0877 36.6605 0.0000 0.0021 2.1681 Normal Soln
5049u 12.9589 12.9589 26.2721 0.0000 0.0047 2.0447 Normal Soln
4948u 3.8756 3.8756 11.7443 0.0000 0.0023 2.7611 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 0.0005 0.0108 Normal Soln
4845u 12.6971 12.6971 37.5436 0.0000 0.0031 1.9686 Normal Soln
4746o 23.3193 23.3193 47.2520 0.0000 0.0013 0.0075 Normal Soln
4746u 5.3947 5.3947 17.8593 0.0000 0.0038 1.9185 Normal Soln
4645o 30.2759 30.2759 50.0000 0.0000 -0.0014 0.0150 Normal Soln
4645u 7.0764 7.0764 24.2701 0.0000 -0.0040 2.4462 Normal Soln
4140o 31.3661 31.3661 50.0000 0.0000 -0.0013 0.0154 Normal Soln
4140u 6.2834 6.2834 17.3409 0.0000 -0.0018 1.6846 Normal Soln
4038o 50.0000 50.0000 50.0000 0.0000 0.0023 0.0459 Normal Soln
4038u 14.1106 14.1106 46.2034 0.0000 -0.0030 2.0312 Normal Soln
3938o 37.2999 37.2999 50.0000 0.0000 0.0032 0.0294 Normal Soln
3938u 8.8157 8.8157 29.8259 0.0000 0.0011 2.4923 Normal Soln
3836o 25.5541 25.5541 50.0000 0.0000 0.0036 0.1330 Normal Soln
3836u 7.8368 7.8368 24.6911 0.0000 0.0109 2.3532 Normal Soln
3635o 4.7410 4.7410 9.1939 0.0000 0.0084 0.1928 Normal Soln
3635u 1.6753 1.6753 3.8561 15.6667 -0.0139 1.5031 Normal Soln
3533o 2.3206 2.3206 3.6499 0.0000 0.0120 0.5194 Normal Soln
3533u 1.5482 1.5482 3.1665 100.1667 0.0002 1.9849 Normal Soln
2217o 18.2613 18.2613 33.8664 0.0000 0.0075 0.1444 Normal Soln
2217u 5.6057 5.6057 16.5294 0.0000 -0.0165 3.5468 Normal Soln
2019o 22.8957 22.8957 39.3642 0.0000 0.0090 0.0507 Normal Soln
2019u 5.0667 5.0667 11.5088 0.0000 -0.0089 1.6968 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0034 0.0186 Normal Soln
1918u 15.9182 15.9182 36.8881 0.0000 0.0076 2.0045 Normal Soln
1817o 14.6419 14.6419 38.3179 0.0000 0.0074 0.2036 Normal Soln
1817u 3.9668 3.9668 9.8189 0.0000 0.0142 4.0716 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0064 0.0090 Normal Soln
1009u 10.3817 10.3817 30.0037 0.0000 0.0018 1.9458 Normal Soln
0706o 29.5831 29.5831 50.0000 0.0000 0.0099 0.0393 Normal Soln
0706u 6.7831 6.7831 24.2965 0.0000 -0.0027 1.8748 Normal Soln
0604o 30.6513 30.6513 50.0000 0.0000 0.0026 0.1114 Normal Soln
0604u 9.6865 9.6865 20.7927 0.0000 0.0027 2.2485 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0014 0.0241 Normal Soln
0504u 12.4121 12.4121 33.4743 0.0000 -0.0202 2.0303 Normal Soln
0403o 13.8870 13.8870 29.6436 0.0000 0.0033 0.0874 Normal Soln
0403u 3.4038 3.4038 7.3329 0.0000 0.0070 1.2359 Normal Soln
0302o 5.5108 5.5108 15.0729 0.0000 0.0110 1.8249 Normal Soln
0302u 2.7162 2.7162 11.4082 0.0000 0.0050 0.6578 Normal Soln
14b14ao 6.5120 6.5120 41.8327 0.0000 0.0106 0.0469 Normal Soln
14b14au 1.9545 1.9545 6.0101 0.0000 -0.0081 3.0705 Normal Soln
The conduit with the smallest time step limitation was..3533u
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................0201
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 2.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.02 / 8.92/ N53/ 0.02 / 7.42/ N52/ 0.01 / 6.11/
N38/ 0.02 / 5.02/ N51B/ 0.03 / 3.83/ N48/ 0.02 / 3.62/
N50B/ 1.01 / 5.71/ N49B/ 0.01 / 4.01/ N47/ 0.01 / 3.61/
N46/ 0.01 / 3.01/ N45/ 0.02 / 2.52/ N43/ 0.00 / 9.20/
N42/ 0.01 / 8.31/ N41/ 0.01 / 6.61/ N44/ 0.01 / 8.01/
N40/ 0.02 / 5.62/ N39/ 0.01 / 6.01/ N37/ 0.00 / 7.00/
N36/ 0.22 / 4.69/ N35/ 0.69 / 4.69/ N34/ 0.50 / 4.60/
N33/ 0.11 / 2.71/ N31/ 0.00 / 7.50/ N30/ 0.02 / 4.22/
N29/ 0.02 / 6.42/ N28/ 0.01 / 8.31/ N27/ 0.02 / 5.37/
N26/ 0.02 / 6.52/ N25/ 0.02 / 4.89/ N24/ 0.03 / 2.62/
N23/ 0.01 / 4.71/ N22/ 0.04 / 1.90/ N21/ 1.00 / 3.00/
N20/ 0.02 / 6.02/ N19/ 0.03 / 4.53/ N18/ 0.05 / 1.95/
N17/ 0.05 / 1.80/ N16/ 0.16 / 1.50/ N15/ 0.21 / 1.42/
N14B/ 0.08 / 1.88/ N14A/ 0.27 / 1.87/ N13/ 0.01 / 1.87/
N12/ 0.01 / 1.69/ N11/ 0.03 / 1.37/ N10/ 0.01 / 3.61/
N9/ 0.01 / 2.51/ N8/ 0.02 / 2.02/ N7/ 0.01 / 4.01/
N6/ 0.02 / 3.52/ N5/ 0.01 / 3.31/ N4/ 0.03 / 1.73/
N3/ 0.05 / 1.15/ N2/ 0.10 / 1.15/ N1/ 0.09 / 1.02/
N50/ 0.00 / 5.70/ N49/ 0.00 / 5.00/ N51/ 0.00 / 4.80/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.00 / 4342/ 0.00*/
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01*/
1615/ 0.06 / 1614A/ -0.05 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.07 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00*/ 1103/ 0.00*/
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.07 / 50b50/ 0.00*/
49b40/ 0.00*/ 51b50/ 0.00*/ L610/ 0.05*/
51b48/ 0.00 / 5352o/ 0.00 / 5352u/ 0.00 /
5238o/ 0.00*/ 5238u/ 0.00 / 3851o/ 0.00 /
3851u/ 0.00*/ 5049u/ 0.00 / 4948u/ 0.00*/
4845o/ 0.00*/ 4845u/ 0.00 / 4746o/ 0.00*/
4746u/ 0.00*/ 4645o/ 0.00*/ 4645u/ 0.00*/
4140o/ 0.00*/ 4140u/ 0.00*/ 4038o/ 0.00*/
4038u/ 0.00*/ 3938o/ 0.00*/ 3938u/ 0.00*/
3836o/ 0.00*/ 3836u/ 0.00*/ 3635o/ 0.00 /
3635u/ 0.00 / 3533o/ 0.00 / 3533u/ 0.05 /
2217o/ 0.00*/ 2217u/ 0.00 / 2019o/ 0.00 /
2019u/ 0.00 / 1918o/ 0.00*/ 1918u/ 0.01*/
1817o/ 0.00 / 1817u/ 0.01 / 1009o/ 0.00*/
1009u/ 0.00 / 0706o/ 0.00*/ 0706u/ 0.00*/
0604o/ 0.00 / 0604u/ 0.00*/ 0504o/ 0.00*/
0504u/ 0.00*/ 0403o/ 0.00*/ 0403u/ 0.00*/
0302o/ 0.00 / 0302u/ 0.01 / 14b14ao/ 0.00*/
14b14au/ 0.00 / FREE # 1/ 0.07 /
Conduit/ Velocity
5453/ 0.09 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.18 / 4342/ 0.13 /
4241/ 0.19 / 3736/ 0.10 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.03 / 3024/ 0.72 /
3036/ 0.00 / 2827/ 0.13 / 2726/ 0.00 /
2629/ 0.07 / 2930/ 0.23 / 2725/ 0.50 /
2524/ 0.62 / 2422/ 0.52 / L575/ 0.08 /
2117/ 0.03 / 1714B/ 0.00 / 1716/ 0.28 /
1615/ 0.74 / 1614A/ -0.53 / 4514B/ 0.00 /
4515/ 0.10 / 1502/ 0.86 / 14A13/ 0.00 /
1312/ 0.03 / 1211/ 0.02 / 1103/ 0.04 /
0912/ 0.00 / 0908/ 0.22 / 0811/ 0.00 /
0804/ 0.25 / 0201/ 0.45 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.56 /
51b48/ 0.43 / 5352o/ 0.00 / 5352u/ 0.65 /
5238o/ 0.00 / 5238u/ 0.59 / 3851o/ 0.00 /
3851u/ 0.40 / 5049u/ 0.23 / 4948u/ 0.14 /
4845o/ 0.00 / 4845u/ 0.57 / 4746o/ 0.00 /
4746u/ 0.38 / 4645o/ 0.00 / 4645u/ 0.20 /
4140o/ 0.00 / 4140u/ 0.29 / 4038o/ 0.00 /
4038u/ 0.30 / 3938o/ 0.00 / 3938u/ 0.11 /
3836o/ 0.00 / 3836u/ 0.03 / 3635o/ 0.00 /
3635u/ 0.02 / 3533o/ 0.00 / 3533u/ 2.51 /
2217o/ 0.00 / 2217u/ 0.38 / 2019o/ 0.00 /
2019u/ 1.01 / 1918o/ 0.00 / 1918u/ 0.61 /
1817o/ 0.00 / 1817u/ 0.61 / 1009o/ 0.00 /
1009u/ 0.35 / 0706o/ 0.00 / 0706u/ 0.20 /
0604o/ 0.00 / 0604u/ 0.79 / 0504o/ 0.00 /
0504u/ 0.19 / 0403o/ 0.00 / 0403u/ 0.49 /
0302o/ 0.00 / 0302u/ 0.02 / 14b14ao/ 0.00 /
14b14au/ 0.00 /
Conduit/ Width
5453/ 0.42 / 5047/ 0.01 / 4946/ 0.01 /
5145/ 0.01 / 4440/ 0.13 / 4342/ 0.20 /
4241/ 0.20 / 3736/ 0.18 / 3534/ 0.08 /
3422/ 0.01 / 3130/ 0.61 / 3024/ 0.19 /
3036/ 3.08 / 2827/ 0.25 / 2726/ 8.93 /
2629/ 1.42 / 2930/ 0.96 / 2725/ 0.16 /
2524/ 0.16 / 2422/ 0.27 / L575/ 0.70 /
2117/ 0.30 / 1714B/ 1.64 / 1716/ 0.56 /
1615/ 0.64 / 1614A/ 0.64 / 4514B/ 0.03 /
4515/ 0.21 / 1502/ 0.64 / 14A13/ 1.07 /
1312/ 0.10 / 1211/ 0.26 / 1103/ 1.24 /
0912/ 0.03 / 0908/ 0.15 / 0811/ 0.09 /
0804/ 0.19 / 0201/ 2.49 / 50b50/ 0.00 /
49b40/ 0.88 / 51b50/ 0.68 / L610/ 0.62 /
51b48/ 0.14 / 5352o/ 0.06 / 5352u/ 0.09 /
5238o/ 0.02 / 5238u/ 0.11 / 3851o/ 0.00 /
3851u/ 0.14 / 5049u/ 0.09 / 4948u/ 0.10 /
4845o/ 0.38 / 4845u/ 0.15 / 4746o/ 0.04 /
4746u/ 0.12 / 4645o/ 0.02 / 4645u/ 0.14 /
4140o/ 0.00 / 4140u/ 0.15 / 4038o/ 0.01 /
4038u/ 0.18 / 3938o/ 0.04 / 3938u/ 0.08 /
3836o/ 0.19 / 3836u/ 0.30 / 3635o/ 0.02 /
3635u/ 0.25 / 3533o/ 1.00 / 3533u/ 0.09 /
2217o/ 0.01 / 2217u/ 0.35 / 2019o/ 0.15 /
2019u/ 0.20 / 1918o/ 0.06 / 1918u/ 0.30 /
1817o/ 0.11 / 1817u/ 0.33 / 1009o/ 0.01 /
1009u/ 0.15 / 0706o/ 0.08 / 0706u/ 0.14 /
0604o/ 0.11 / 0604u/ 0.18 / 0504o/ 0.09 /
0504u/ 0.14 / 0403o/ 0.02 / 0403u/ 0.33 /
0302o/ 0.10 / 0302u/ 1.50 / 14b14ao/ 0.03 /
14b14au/ 0.22 /
Junction/ EGL
N54/ 0.02 / N53/ 1.01 / N52/ 0.04 /
N38/ 0.04 / N51B/ 0.04 / N48/ 0.03 /
N50B/ 1.01 / N49B/ 1.01 / N47/ 0.01 /
N46/ 0.02 / N45/ 0.04 / N43/ 0.00 /
N42/ 0.01 / N41/ 1.00 / N44/ 0.01 /
N40/ 0.40 / N39/ 0.01 / N37/ 0.00 /
N36/ 1.05 / N35/ 0.69 / N34/ 0.50 /
N33/ 1.71 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.02 / N28/ 0.01 / N27/ 1.35 /
N26/ 0.02 / N25/ 0.03 / N24/ 0.32 /
N23/ 0.01 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.02 / N19/ 0.08 / N18/ 0.07 /
N17/ 1.20 Section 4
/ N16/ 0.16 / N15/ 0.24 /
N14B/ 0.08 / N14A/ 0.29 / N13/ 0.01 /
N12/ 0.01 / N11/ 0.03 / N10/ 0.01 /
N9/ 0.02 / N8/ 0.02 / N7/ 0.01 /
N6/ 0.03 / N5/ 0.01 / N4/ 0.06 /
N3/ 0.06 / N2/ 0.14 / N1/ 0.10 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Junction/ Freeboard
N54/ 1.08 / N53/ 2.58 / N52/ 3.89 /
N38/ 4.98 / N51B/ 6.17 / N48/ 6.38 /
N50B/ 4.29 / N49B/ 5.99 / N47/ 6.39 /
N46/ 6.99 / N45/ 7.48 / N43/ 0.80 /
N42/ 1.69 / N41/ 3.39 / N44/ 1.99 /
N40/ 4.38 / N39/ 3.99 / N37/ 3.00 /
N36/ 5.31 / N35/ 5.31 / N34/ 5.40 /
N33/ 7.29 / N31/ 2.50 / N30/ 5.78 /
N29/ 3.58 / N28/ 1.69 / N27/ 4.63 /
N26/ 3.48 / N25/ 5.11 / N24/ 7.38 /
N23/ 5.29 / N22/ 8.10 / N21/ 7.00 /
N20/ 3.98 / N19/ 5.47 / N18/ 8.05 /
N17/ 8.20 / N16/ 8.50 / N15/ 8.58 /
N14B/ 8.12 / N14A/ 8.13 / N13/ 8.13 /
N12/ 8.31 / N11/ 8.63 / N10/ 6.39 /
N9/ 7.49 / N8/ 7.98 / N7/ 5.99 /
N6/ 6.48 / N5/ 6.69 / N4/ 8.27 /
N3/ 8.85 / N2/ 8.85 / N1/ 8.98 /
N50/ 4.30 / N49/ 5.00 / N51/ 5.20 /
Junction/ Max Volume
N54/ 0.17 / N53/ 1.11 / N52/ 1.12 /
N38/ 1.14 / N51B/ 1.22 / N48/ 1.01 /
N50B/ 1.22 / N49B/ 1.22 / N47/ 1.05 /
N46/ 1.07 / N45/ 1.11 / N43/ 0.08 /
N42/ 0.11 / N41/ 1.06 / N44/ 0.09 /
N40/ 1.10 / N39/ 1.03 / N37/ 0.07 /
N36/ 1.30 / N35/ 509.19 / N34/ 0.70 /
N33/ 1.37 / N31/ 0.02 / N30/ 1.60 /
N29/ 0.15 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.23 / N25/ 0.83 / N24/ 1.58 /
N23/ 0.13 / N22/ 1.77 / N21/ 1.18 /
N20/ 1.03 / N19/ 1.57 / N18/ 1.34 /
N17/ 1.43 / N16/ 1.84 / N15/ 1.29 /
N14B/ 1.31 / N14A/ 1.29 / N13/ 0.83 /
N12/ 0.86 / N11/ 1.01 / N10/ 1.02 /
N9/ 1.02 / N8/ 1.05 / N7/ 1.03 /
N6/ 1.07 / N5/ 1.03 / N4/ 1.16 /
N3/ 0.92 / N2/ 0.93 / N1/ 0.93 /
N50/ 0.02 / 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/ 0.01 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.02 / 2930/ 0.01 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.04 /
1615/ 0.08 / 1614A/ 0.09 / 4514B/ 0.00 /
4515/ 0.03 / 1502/ 0.08 / 14A13/ 0.15 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.06 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.17 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.09 /
51b48/ 0.00 / 5352o/ 0.00 / 5352u/ 0.00 /
5238o/ 0.00 / 5238u/ 0.00 / 3851o/ 0.00 /
3851u/ 0.00 / 5049u/ 0.00 / 4948u/ 0.00 /
4845o/ 0.00 / 4845u/ 0.00 / 4746o/ 0.00 /
4746u/ 0.00 / 4645o/ 0.00 / 4645u/ 0.00 /
4140o/ 0.00 / 4140u/ 0.00 / 4038o/ 0.00 /
4038u/ 0.00 / 3938o/ 0.00 / 3938u/ 0.00 /
3836o/ 0.00 / 3836u/ 0.04 / 3635o/ 0.00 /
3635u/ 0.11 / 3533o/ 0.00 / 3533u/ 0.02 /
2217o/ 0.00 / 2217u/ 0.01 / 2019o/ 0.00 /
2019u/ 0.00 / 1918o/ 0.00 / 1918u/ 0.01 /
1817o/ 0.00 / 1817u/ 0.01 / 1009o/ 0.00 /
1009u/ 0.00 / 0706o/ 0.00 / 0706u/ 0.00 /
0604o/ 0.00 / 0604u/ 0.00 / 0504o/ 0.00 /
0504u/ 0.00 / 0403o/ 0.00 / 0403u/ 0.01 /
0302o/ 0.00 / 0302u/ 0.11 / 14b14ao/ 0.00 /
14b14au/ 0.04 /
Conduit/ Final Volume
5453/ 0.21 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.05 / 4342/ 0.04 /
4241/ 0.04 / 3736/ 0.07 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.40 / 3024/ 0.15 /
3036/ 0.00 / 2827/ 0.10 / 2726/ 0.06 /
2629/ 0.75 / 2930/ 0.37 / 2725/ 0.07 /
2524/ 0.16 / 2422/ 0.26 / L575/ 0.25 /
2117/ 0.06 / 1714B/ 0.00 / 1716/ 1.25 /
1615/ 2.26 / 1614A/ 0.94 / 4514B/ 0.00 /
4515/ 0.81 / 1502/ 6.83 / 14A13/ 1.49 /
1312/ 0.04 / 1211/ 0.33 / 1103/ 2.20 /
0912/ 0.00 / 0908/ 0.08 / 0811/ 0.00 /
0804/ 0.14 / 0201/ 1.67 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 11.57 /
51b48/ 0.05 / 5352o/ 0.00 / 5352u/ 0.04 /
5238o/ 0.00 / 5238u/ 0.05 / 3851o/ 0.00 /
3851u/ 0.13 / 5049u/ 0.01 / 4948u/ 0.02 /
4845o/ 0.00 / 4845u/ 0.13 / 4746o/ 0.00 /
4746u/ 0.04 / 4645o/ 0.00 / 4645u/ 0.12 /
4140o/ 0.00 / 4140u/ 0.04 / 4038o/ 0.00 /
4038u/ 0.14 / 3938o/ 0.00 / 3938u/ 0.03 /
3836o/ 0.00 / 3836u/ 1.41 / 3635o/ 0.00 /
3635u/ 1.13 / 3533o/ 0.00 / 3533u/ 0.20 /
2217o/ 0.00 / 2217u/ 0.38 / 2019o/ 0.00 /
2019u/ 0.11 / 1918o/ 0.00 / 1918u/ 0.98 /
1817o/ 0.00 / 1817u/ 0.25 / 1009o/ 0.00 /
1009u/ 0.04 / 0706o/ 0.00 / 0706u/ 0.05 /
0604o/ 0.00 / 0604u/ 0.17 / 0504o/ 0.00 /
0504u/ 0.11 / 0403o/ 0.00 / 0403u/ 0.18 /
0302o/ 0.00 / 0302u/ 3.30 / 14b14ao/ 0.00 /
14b14au/ 0.38 /
Conduit/ Hydraulic Radius
5453/ 0.01 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.02 /
2629/ 0.01 / 2930/ 0.01 / 2725/ 0.01 /
2524/ 0.01 / 2422/ 0.02 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.06 /
1615/ 0.11 / 1614A/ 0.11 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.10 / 14A13/ 0.08 /
1312/ 0.01 / 1211/ 0.01 / 1103/ 0.03 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.06 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.11 /
51b48/ 0.02 / 5352o/ 0.00 / 5352u/ 0.01 /
5238o/ 0.00 / 5238u/ 0.01 / 3851o/ 0.00 /
3851u/ 0.02 / 5049u/ 0.00 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.01 / 4746o/ 0.00 /
4746u/ 0.01 / 4645o/ 0.00 / 4645u/ 0.01 /
4140o/ 0.00 / 4140u/ 0.01 / 4038o/ 0.00 /
4038u/ 0.01 / 3938o/ 0.00 / 3938u/ 0.01 /
3836o/ 0.00 / 3836u/ 0.06 / 3635o/ 0.00 /
3635u/ 0.11 / 3533o/ 0.00 / 3533u/ 0.04 /
2217o/ 0.00 / 2217u/ 0.03 / 2019o/ 0.00 /
2019u/ 0.02 / 1918o/ 0.00 / 1918u/ 0.03 /
1817o/ 0.00 / 1817u/ 0.03 / 1009o/ 0.00 /
1009u/ 0.01 / 0706o/ 0.00 / 0706u/ 0.01 /
0604o/ 0.00 / 0604u/ 0.02 / 0504o/ 0.00 /
0504u/ 0.01 / 0403o/ 0.00 / 0403u/ 0.02 /
0302o/ 0.00 / 0302u/ 0.07 / 14b14ao/ 0.00 /
14b14au/ 0.06 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.92/ 8.41 5047/ 3.61/ 3.61 4946/ 3.01/ 3.01/
5145/ 1.88/ 1.88 4440/ 8.01/ 6.00 4342/ 9.20/ 8.31/
4241/ 8.31/ 7.60 3736/ 7.00/ 5.52 3534/ 4.60/ 4.60/
3422/ 1.90/ 1.90 3130/ 7.50/ 5.70 3024/ 4.22/ 2.88/
3036/ 4.69/ 4.69 2827/ 8.31/ 6.70 2726/ 6.52/ 6.52/
2629/ 6.52/ 6.42 2930/ 6.42/ 5.63 2725/ 5.37/ 4.89/
2524/ 4.89/ 2.88 2422/ 2.62/ 1.90 L575/ 4.71/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.88/ 1.88 1716/ 1.80/ 1.50/
1615/ 1.50/ 1.42 1614A/ 1.78/ 1.87 4514B/ 1.88/ 1.88/
4515/ 2.52/ 1.42 1502/ 1.42/ 1.15 14A13/ 1.87/ 1.87/
1312/ 1.87/ 1.69 1211/ 1.69/ 1.37 1103/ 1.37/ 1.15/
0912/ 1.69/ 1.69 0908/ 2.51/ 2.02 0811/ 1.37/ 1.37/
0804/ 2.02/ 1.73 0201/ 1.15/ 1.02 50b50/ 5.70/ 5.70/
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.71/ 1.87/
51b48/ 3.83/ 3.62 5352o/ 6.11/ 6.11 5352u/ 7.42/ 6.11/
5238o/ 5.02/ 5.02 5238u/ 6.11/ 5.02 3851o/ 3.83/ 3.83/
3851u/ 5.02/ 3.83 5049u/ 5.71/ 5.00 4948u/ 4.01/ 3.62/
4845o/ 2.52/ 2.52 4845u/ 3.62/ 2.52 4746o/ 3.01/ 3.01/
4746u/ 3.61/ 3.01 4645o/ 2.52/ 2.52 4645u/ 3.01/ 2.52/
4140o/ 5.62/ 5.62 4140u/ 6.61/ 5.62 4038o/ 5.02/ 5.02/
4038u/ 5.62/ 5.02 3938o/ 5.02/ 5.02 3938u/ 6.01/ 5.02/
3836o/ 4.69/ 4.69 3836u/ 5.02/ 4.69 3635o/ 4.69/ 4.69/
3635u/ 4.69/ 4.69 3533o/ 2.71/ 2.71 3533u/ 4.69/ 3.99/
2217o/ 1.80/ 1.80 2217u/ 1.90/ 1.80 2019o/ 4.53/ 4.53/
2019u/ 6.02/ 4.53 1918o/ 1.95/ 1.95 1918u/ 4.53/ 1.95/
1817o/ 1.80/ 1.80 1817u/ 1.95/ 1.80 1009o/ 2.51/ 2.51/
1009u/ 3.61/ 2.51 0706o/ 3.52/ 3.52 0706u/ 4.01/ 3.52/
0604o/ 1.73/ 1.73 0604u/ 3.52/ 1.73 0504o/ 1.73/ 1.73/
0504u/ 3.31/ 1.73 0403o/ 1.15/ 1.15 0403u/ 1.73/ 1.15/
0302o/ 1.15/ 1.15 0302u/ 1.15/ 1.15 14b14ao/ 1.87/ 1.87/
14b14au/ 1.88/ 1.87
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 1440
Total number of passes in the simulation........ 5115
Total number of time steps during simulation.... 4823
Ratio of actual # of time steps / NTCYC......... 3.349
Average number of iterations per time step...... 1.061
Average time step size(seconds)................ 1.493
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 1.835
Average minimum implicit time step (sec)........ 1.715
Average minimum junction time step (sec)........ 1.715
Average Courant Factor Tf....................... 1.715
Number of times omega reduced................... 46
*=========================================================*
| 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 1.10 5290 0 6 0 0 0
N53 0 1.20 5804 2 21 1 0 0
N52 0 1.32 6380 1 12 1 0 0
N38 0 1.75 8446 0 7 0 0 0
N51B 0 1.17 5623 0 12 1 0 0
N48 0 1.16 5578 0 7 0 0 0
N50B 0 1.11 5372 0 13 1 0 0
N49B 0 1.16 5614 0 11 1 0 0
N47 0 1.21 5855 0 8 0 0 0
N46 0 1.33 6417 1 7 0 0 0
N45 0 1.48 7118 0 19 1 0 0
N43 0 1.10 5323 0 9 0 0 0
N42 0 1.19 5726 0 9 0 0 0
N41 0 1.34 6474 0 6 0 0 0
N44 0 1.13 5434 0 5 0 0 0
N40 0 1.51 7275 0 11 1 0 0
N39 0 1.07 5139 0 10 1 0 0
N37 0 1.11 5375 0 5 0 0 0
N36 0 1.65 7942 1 14 1 0 0
N35 0 1.74 8408 0 8 0 0 0
N34 0 1.48 7140 1 17 1 0 0
N33 0 1.20 5784 0 17 1 0 0
N31 0 1.18 5678 0 16 1 0 0
N30 0 1.62 7821 0 14 3 0 0
N29 0 1.34 6469 0 6 0 0 0
N28 0 1.14 5490 0 9 0 0 0
N27 0 1.54 7412 0 7 0 0 0
N26 0 1.43 6883 0 5 0 0 0
N25 0 1.22 5907 0 12 1 0 0
N24 0 1.40 6731 1 11 1 0 0
N23 0 1.27 6137 0 8 0 0 0
N22 0 1.89 9133 15 11 3 0 0
N21 0 1.72 8295 1 18 1 0 0
N20 0 1.35 6496 2 24 3 0 0
N19 0 1.52 7350 0 10 1 0 0
N18 0 1.53 7391 0 8 0 0 0
N17 0 2.19 10581 1 10 2 0 0
N16 0 1.62 7807 1 12 3 0 0
N15 0 1.31 6341 0 7 0 0 0
N14B 0 1.91 9228 0 14 1 0 0
N14A 0 1.96 9449 2 14 9 0 0
N13 0 1.69 8149 0 6 0 0 0
N12 0 1.59 7686 0 7 0 0 0
N11 0 1.72 8302 0 14 2 0 0
N10 0 1.17 5658 0 12 1 0 0
N9 0 1.30 6285 2 14 2 0 0
N8 0 1.40 6737 0 6 0 0 0
N7 0 1.19 5745 2 22 1 0 0
N6 0 1.53 7374 2 11 1 0 0
N5 0 1.21 5817 1 17 1 0 0
N4 0 1.75 8450 0 8 0 0 0
N3 0 2.04 9816 1 7 0 0 0
N2 0 1.76 8488 0 6 0 0 0
N1 0 1.64 7931 9 23 4 0 0
N50 0 1.11 5341 0 6 0 0 0
N49 0 1.13 5428 0 8 0 0 0
N51 0 1.15 5538 0 8 0 0 0
Total number of iterations for all junctions.. 390861
Minimum number of possible iterations......... 274911
Efficiency of the simulation.................. 1.42
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 9.0737 0 25 0.0000 0.9263 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.5126 0 25 0.0000 1.4874 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.2234 0 25 0.0000 2.7766 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.1432 0 26 0.0000 3.8568 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0222 0 25 0.0000 4.9778 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6086 0 25 0.0000 5.3914 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.9169 0 25 0.0000 4.0831 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2192 0 25 0.0000 4.7808 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6525 0 25 0.0000 5.3475 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0721 0 26 0.0000 5.9279 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6130 0 27 0.0000 6.3870 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2809 0 25 0.0000 0.7191 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.4089 0 25 0.0000 1.5911 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 7.6633 0 25 0.0000 2.3367 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.0941 0 25 0.0000 1.9059 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.6960 0 26 0.0000 3.3040 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0274 0 25 0.0000 2.9726 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0695 0 25 0.0000 2.9305 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.0000 5.7689 0 26 0.0000 4.2311 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.8500 5.1112 0 27 0.0000 4.8888 555.6746 0.0000 0.0000 0.0000
N34 10.0000 5.0000 4.8016 0 28 0.0000 5.1984 1.0000 0.0000 0.0000 0.0000
N33 10.0000 5.4800 3.9705 0 27 0.0000 6.0295 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5250 0 25 0.0000 2.4750 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.7986 0 26 0.0000 4.2014 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5472 0 25 0.0000 3.4528 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3842 0 25 0.0000 1.6158 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7330 0 25 0.0000 3.2670 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7296 0 25 0.0000 3.2704 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6983 0 27 0.4533 4.3017 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1719 0 28 0.8619 5.8281 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8338 0 23 0.0000 5.1662 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.6307 0 29 0.0000 6.3693 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1780 0 29 0.0000 6.8220 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0327 0 25 0.0000 2.9673 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0743 0 25 0.0000 3.9257 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2355 0 27 0.0000 6.7645 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1778 0 29 0.0000 6.8222 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1810 0 29 0.7810 6.8190 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.4984 0 32 0.4634 7.5016 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1060 0 29 0.0000 6.8940 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.8856 0 30 0.0000 7.1144 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6897 0 30 0.0000 7.3103 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.5373 0 32 0.0000 7.4627 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.3458 0 32 0.0000 7.6542 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6160 0 25 0.0000 5.3840 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5249 0 25 0.0000 6.4751 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0493 0 25 0.0000 6.9507 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0347 0 25 0.0000 4.9653 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5695 0 25 0.0000 5.4305 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3269 0 25 0.0000 5.6731 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8640 0 25 0.0000 7.1360 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0204 0 33 0.0000 7.9796 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9794 0 33 0.0000 8.0206 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.8594 0 32 0.0000 8.1406 1.0000 0.0000 0.0000 0.0000
N50 10.0000 6.1000 5.7217 0 25 0.0000 4.2783 1.0000 0.0000 0.0000 0.0000
N49 10.0000 5.4000 5.0274 0 25 0.0000 4.9726 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8254 0 25 0.0000 5.1746 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 0.1342 0 25 0.4936 0 25 0.1309 9.0737 8.5126 .4343 .2814
5047 2.8812 1.4600 200.0000 0.0723 0 25 0.3154 0 22 0.0251 5.7217 4.6525 .1086 .2625
4946 2.4313 1.2321 200.0000 0.0896 0 25 0.2818 0 17 0.0369 5.0274 4.0721 .1368 .3605
5145 3.5733 1.8108 200.0000 0.1164 0 25 0.4111 0 17 0.0326 4.8254 3.1060 .1270 .5298
4440 10.0429 4.8092 400.0000 0.1853 0 25 1.0738 0 10 0.0184 8.0941 6.6960 .2352 1.739 *
4342 9.2249 4.4176 400.0000 0.1367 0 25 0.9191 0 25 0.0148 9.2809 8.4089 .2023 .2722
4241 8.1356 3.8959 400.0000 0.2650 0 25 1.3484 0 25 0.0326 8.4089 7.7085 .2722 .2712
3736 14.9983 3.6090 400.0000 0.1466 0 25 0.6309 0 8 0.0098 7.0695 5.7689 .1738 .6223
3534 3.6191 1.0570 200.0000 1.1261 0 27 0.6937 0 27 0.3111 5.1112 4.8769 .5558 .3843
3422 4.5448 1.1500 400.0000 1.0972 0 28 0.6989 0 28 0.2414 4.8016 4.3083 .5041 .2709
3130 13.5508 2.2744 300.0000 0.2183 0 25 0.3953 0 15 0.0161 7.5250 5.7986 .0833 .3287
3024 0.4621 2.9058 450.0000 0.4209 0 12 2.6938 0 12 0.9107 5.7986 4.1719 3.552 2.915
3036 6.7857 1.4251 400.0000 0.7446 0 26 0.5231 0 26 0.1097 5.7986 5.7689 .4465 .6223
2827 15.5945 3.7524 400.0000 0.2516 0 25 1.0689 0 25 0.0161 8.3842 6.7837 .2104 .2092
2726 18.5574 3.1124 300.0000 0.4733 0 25 0.1977 0 25 0.0255 6.7329 6.7296 .1098 .7654
2629 2.4524 0.5150 400.0000 0.4696 0 25 0.3824 0 25 0.1915 6.7296 6.5472 .5740 .3680
2930 11.6053 2.4373 400.0000 0.8490 0 25 1.0523 0 24 0.0732 6.5472 5.7986 .3680 .4465
2725 0.2218 2.0080 375.0000 0.2606 0 11 2.4227 0 11 1.1753 6.7329 5.6983 3.687 2.208
2524 0.2779 2.5163 375.0000 0.2575 0 12 2.4500 0 11 0.9266 5.6983 4.1719 2.208 3.498
2422 0.8401 2.9711 600.0000 0.6452 0 13 2.2708 0 13 0.7680 4.1719 3.6307 2.636 2.951
L575 4.4056 1.1111 300.0000 0.4621 0 24 0.5321 0 24 0.1049 4.8338 3.6307 .4458 .7690
2117 10.3655 2.0976 500.0000 0.2141 0 25 0.4394 0 15 0.0207 3.1780 3.1778 .3559 .4556
1714B 8.1188 0.9553 500.0000 1.3975 0 29 0.5099 0 29 0.1721 3.1778 3.1060 .5556 .5119
1716 3.1532 3.6415 1050.000 2.0384 0 21 2.3442 0 22 0.6464 3.1778 3.1809 1.359 1.743
1615 0.7725 1.7486 750.0000 1.2119 0 22 2.7266 0 22 1.5688 3.1810 2.4981 2.454 1.717
1614A 0.7872 1.7819 750.0000 0.8300 0 21 1.8714 0 21 1.0544 3.1810 2.8856 2.041 1.714
4514B 28.0567 3.5017 450.0000 0.4346 0 26 0.8976 0 14 0.0155 3.6130 3.1060 .2512 .5688
4515 0.1942 2.7467 300.0000 0.1730 0 9 2.4190 0 9 0.8908 3.6130 2.4981 3.710 4.293
1502 0.6052 1.1322 825.0000 1.3601 0 22 2.7356 0 17 2.2472 2.4984 1.9794 1.561 1.126
14A13 16.6072 0.8411 1700.000 -3.2175 0 30 -0.5905 0 30 -0.1937 2.8856 2.6897 .6033 .6410
1312 15.7543 0.6101 1400.000 3.2180 0 30 0.5323 0 28 0.2043 2.6897 2.5373 .5926 .6124
1211 22.0747 0.6694 1700.000 3.1240 0 31 0.3511 0 30 0.1415 2.5373 2.3458 .5043 .5917
1103 34.9730 0.7240 2000.000 3.4220 0 32 0.4172 0 32 0.0978 2.3458 2.0204 .5029 .4602
0912 7.4604 1.8954 400.0000 0.0761 0 25 0.0415 0 25 0.0102 3.5249 2.5373 .0623 1.343 *
0908 0.1628 1.4741 375.0000 0.1337 0 14 1.1976 0 14 0.8212 3.5249 3.0493 2.733 2.798
0811 6.0914 1.5476 400.0000 0.1933 0 25 0.2752 0 19 0.0317 3.0493 2.3458 .1232 .8645
0804 0.2208 1.3886 450.0000 0.2379 0 13 1.4866 0 13 1.0773 3.0493 2.8640 2.331 2.586
0201 142.3584 2.9703 2000.000 5.7708 0 33 1.3660 0 49 0.0405 1.9794 1.8594 .4647 .4647
50b50 13.6470 6.9913 400.0000 0.0750 0 25 0.8203 0 25 0.0055 5.9169 5.7217 .0422 .0543
49b40 13.6470 6.9913 400.0000 0.0933 0 25 0.8673 0 14 0.0068 5.2192 5.0274 .0481 .0684
51b50 13.6470 6.9913 400.0000 0.1180 0 25 1.0403 0 25 0.0086 5.0222 4.8254 .0554 .0635
L610 0.9764 2.2101 750.0000 0.7462 0 27 1.6809 0 27 0.7642 3.9705 2.8856 1.827 1.714
51b48 0.0407 1.0234 225.0000 0.0659 0 7 1.6382 0 7 1.6206 5.0222 4.6086 5.431 4.482
5352o 1.1925 2.1371 300.0000 0.2524 0 25 1.1785 0 25 0.2116 8.5126 7.2234 .3752 .4114
5352u 0.0273 1.5423 150.0000 0.0365 1 1 2.0938 1 1 1.3380 8.5126 7.2234 7.417 7.489
5238o 1.6591 2.2063 400.0000 0.2615 0 25 1.0940 0 25 0.1576 7.2234 6.1432 .3085 .3579
5238u 0.0735 1.8497 225.0000 0.0721 0 10 1.7748 0 10 0.9799 7.2234 6.1432 4.993 5.080
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1432 5.0222 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0613 0 25 1.5003 0 25 0.9236 6.1432 5.0222 5.080 5.431
5049u 0.0573 1.4423 225.0000 0.0546 0 14 1.4085 0 35 0.9528 5.9169 5.2192 .9639 .9744
4948u 0.0590 1.4830 225.0000 0.0694 0 24 1.7034 0 24 1.1776 5.2192 4.6086 5.418 4.482
4845o 2.5500 1.2922 200.0000 0.0138 0 25 0.1012 0 9 0.0054 4.6086 3.6130 .0432 .5652
4845u 0.1309 1.8523 300.0000 0.1136 0 8 1.6003 0 6 0.8676 4.6086 3.6130 3.362 3.710
4746o 17.3588 2.8540 400.0000 0.0647 0 25 0.5291 0 25 0.0037 4.6525 4.0721 .1312 .1803
4746u 0.1498 2.1194 300.0000 0.1005 0 25 1.3998 0 25 0.6711 4.6525 4.0721 3.508 3.573
4645o 15.8729 2.3953 400.0000 0.1191 0 26 0.4049 0 26 0.0075 4.0721 3.6130 .1803 .2826
4645u 0.1105 1.5637 300.0000 0.0977 0 27 1.3607 0 27 0.8844 4.0721 3.6130 3.573 3.710
4140o 7.7278 3.7006 400.0000 0.0596 0 25 0.6843 0 22 0.0077 7.6633 6.6960 .1583 .2399
4140u 0.3099 2.8063 375.0000 0.2061 0 22 1.8455 0 22 0.6649 7.6633 6.6960 2.835 2.922
4038o 9.0986 2.1894 400.0000 0.2086 0 26 0.4471 0 25 0.0229 6.6960 6.1432 .2399 .3579
4038u 0.2678 1.6839 450.0000 0.2363 0 25 1.4718 0 25 0.8823 6.6960 6.1432 2.435 2.540
3938o 6.1031 3.1256 400.0000 0.0751 0 25 0.3952 0 12 0.0123 7.0274 6.1432 .0685 .3579
3938u 0.0261 1.4762 150.0000 0.0245 0 10 1.3428 0 10 0.9402 7.0274 6.1432 6.849 7.621
3836o 9.9729 2.0945 400.0000 0.6631 0 26 0.5387 0 25 0.0665 6.1432 5.7689 .3579 .6223
3836u 0.3282 2.0635 450.0000 0.2601 0 14 1.6200 0 14 0.7925 6.1432 5.7689 2.540 2.886
3635o 16.4091 3.0560 400.0000 1.5812 0 26 1.0877 0 26 0.0964 5.7689 5.6188 .4223 .4219
3635u 0.5739 3.6087 450.0000 0.3962 0 15 2.5962 0 13 0.6903 5.7689 5.1112 2.886 2.469
3533o 2.6252 3.2815 800.0000 0.6818 0 27 2.7398 0 27 0.2597 5.1112 4.9260 .3140 .3075
3533u 0.0414 2.0715 100.0000 0.0649 0 27 3.1611 0 27 1.5674 5.1112 4.0000 11.11 1.000
2217o 14.0423 2.7133 500.0000 1.0096 0 29 1.0371 0 38 0.0719 3.6307 3.1789 .4614 .4579
2217u 0.6241 1.4127 750.0000 0.9405 0 14 2.1175 0 14 1.5069 3.6307 3.1778 2.360 1.903
2019o 11.6942 3.9474 300.0000 0.2977 0 25 0.7653 0 22 0.0255 7.0327 6.0743 .1089 .2478
2019u 0.6375 4.0085 450.0000 0.4172 0 32 2.6082 0 32 0.6545 7.0327 6.0743 2.294 3.498
1918o 18.5045 3.0423 400.0000 0.1717 0 25 0.1753 0 25 0.0093 6.0743 3.2355 .1858 .5887
1918u 0.9440 3.3387 600.0000 0.8508 0 25 2.9820 0 25 0.9013 6.0743 3.2355 2.623 2.225
1817o 9.1593 1.0777 500.0000 0.9310 0 27 0.5746 0 24 0.1016 3.2355 3.1778 .4710 .4556
1817u 0.5070 1.7932 600.0000 0.6463 0 13 2.2406 0 13 1.2748 3.2355 3.1778 2.225 2.379
1009o 8.3091 2.9926 300.0000 0.0376 0 25 0.3483 0 25 0.0045 4.6160 3.5249 .0534 .0830
1009u 0.2415 2.1864 375.0000 0.1840 0 24 1.6671 0 11 0.7619 4.6160 3.5249 2.709 2.733
0706o 7.2322 2.5982 300.0000 0.1163 0 25 0.3901 0 12 0.0161 5.0347 4.5695 .1156 .2317
0706u 0.1248 1.7661 300.0000 0.0886 0 12 1.2347 0 12 0.7097 5.0347 4.5695 3.448 3.565
0604o 9.6606 3.5632 300.0000 0.5191 0 25 1.1216 0 25 0.0537 4.5695 2.8692 .2317 .2308
0604u 0.3116 2.8210 375.0000 0.3050 0 12 2.7413 0 12 0.9791 4.5695 2.8640 2.852 3.104
0504o 8.6316 3.1582 300.0000 0.0904 0 25 0.4127 0 22 0.0105 4.3269 2.8640 .0895 .2134
0504u 0.1541 2.1802 300.0000 0.1348 0 13 1.8823 0 13 0.8747 4.3269 2.8640 3.422 3.880
0403o 9.0589 2.2976 400.0000 0.3959 0 25 0.6747 0 25 0.0437 2.8640 2.0547 .1600 .1368
0403u 1.9283 4.3647 750.0000 1.1344 0 23 2.7276 0 15 0.5883 2.8640 2.0204 1.552 1.227
0302o 2.9365 0.3239 300.0000 2.6787 0 33 0.6634 0 35 0.9122 2.0204 1.9794 .6680 .5648
0302u 3.2556 3.6173 600.0000 0.7901 0 44 0.8766 0 44 0.2427 2.0204 1.9794 1.534 1.549
14b14ao 75.9084 3.3944 500.0000 1.7791 0 29 0.2390 0 19 0.0234 3.1060 2.8856 .2319 .7713
14b14au 0.1270 1.7965 300.0000 0.1193 0 50 1.6639 0 50 0.9397 3.1060 2.8856 4.353 4.285
FREE # 1 Undefnd Undefnd Undefn 5.7894 0 32
*==================================================*
| 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 2.8958 0.0000 116.9375 0.0901 0.2719 0.0706
5047 67.6111 10.3958 0.0000 41.9931 0.0349 0.3456 0.0077
4946 37.3611 22.7986 0.0000 59.8403 0.0453 0.4497 0.0095
5145 42.8611 27.1736 0.0000 49.9653 0.0569 0.5688 0.0125
4440 0.1667 48.5208 0.0000 71.3125 0.1439 1.0208 0.0713
4342 0.1667 119.8333 0.0000 0.0000 0.0460 0.1488 0.0872
4241 0.1667 0.0000 0.0000 119.8333 0.0535 0.1969 0.1463
3736 0.1667 51.9236 0.0000 67.9097 0.0748 0.9337 0.0318
3534 87.3125 0.0000 0.0000 32.6875 0.0946 1.6250 0.0652
3422 46.3333 0.0000 0.0000 73.6667 0.1546 1.5701 0.1083
3130 0.1667 23.6319 0.0000 96.2014 0.0567 1.1315 0.0117
3024 0.1667 34.3403 0.0000 85.4931 0.1334 0.1635 3.2619
3036 78.6389 27.5255 13.8356 0.0000 0.1081 1.4284 0.1115
2827 0.1667 0.0000 0.0000 119.8333 0.0413 0.2355 0.0896
2726 89.8889 30.1111 0.0000 0.0000 0.1188 2.4004 0.0257
2629 0.2500 119.7500 0.0000 0.0000 0.1007 1.2294 0.0720
2930 0.2500 20.1389 0.0000 99.6111 0.0866 0.8452 0.1640
2725 0.1667 119.8333 0.0000 0.0000 0.1083 0.1139 2.1368
2524 0.1667 34.6181 0.0000 85.2153 0.1118 0.1154 2.0557
2422 0.1667 119.8333 0.0000 0.0000 0.1679 0.2908 3.3689
L575 0.1667 20.0625 0.0000 99.7708 0.0863 1.4428 0.0700
2117 3.0278 27.3194 0.0000 89.6528 0.1930 1.9706 0.0222
1714B 82.0486 27.9167 10.0347 0.0000 0.1232 2.7411 0.1360
1716 0.1667 116.4167 0.0000 3.4167 0.2938 0.8902 3.5613
1615 0.1667 119.8333 0.0000 0.0000 0.2275 0.4522 4.0804
1614A 3.4444 61.7222 54.8333 0.0000 0.2281 0.4626 2.2799
4514B 72.3056 38.0764 0.0000 9.6181 0.0907 1.6063 0.0720
4515 0.1667 119.8333 0.0000 0.0000 0.0839 0.0728 2.3911
1502 0.1667 119.8333 0.0000 0.0000 0.2366 0.5469 2.6247
14A13 8.2500 111.7500 0.0000 0.0000 0.3702 5.4491 0.6245
1312 8.2778 111.7222 0.0000 0.0000 0.3197 6.2668 0.4379
1211 8.5000 111.5000 0.0000 0.0000 0.4640 8.9312 0.3258
1103 0.1667 119.8333 0.0000 0.0000 0.3493 8.2022 0.4018
0912 102.2407 17.7593 0.0000 0.0000 0.1806 1.9051 0.0085
0908 0.1667 119.8333 0.0000 0.0000 0.1049 0.1137 1.2256
0811 96.8472 17.4028 0.0000 5.7500 0.1609 1.6778 0.0210
0804 0.1667 119.8333 0.0000 0.0000 0.1297 0.1634 1.3226
0201 0.1667 119.8333 0.0000 0.0000 0.3533 6.8494 0.8729
50b50 95.4931 24.5069 0.0000 0.0000 0.0189 0.0915 0.0158
49b40 89.2639 30.7361 0.0000 0.0000 0.0226 0.1099 0.0198
51b50 69.0000 51.0000 0.0000 0.0000 0.0234 0.1135 0.0247
L610 3.4167 116.5833 0.0000 0.0000 0.2099 0.4543 2.2141
51b48 0.1667 119.8333 0.0000 0.0000 0.0650 0.0409 1.4429
5352o 66.4306 19.3472 0.0000 34.2222 0.1050 0.2142 0.1390
5352u 0.1667 119.8333 0.0000 0.0000 0.0454 0.0184 1.6983
5238o 78.5139 37.8750 0.0000 3.6111 0.1161 0.2403 0.1441
5238u 0.1667 119.8333 0.0000 0.0000 0.0630 0.0411 1.9644
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 1.7719
5049u 3.4722 33.9028 0.0000 82.6250 0.0673 0.0393 0.3011
4948u 0.2500 119.7500 0.0000 0.0000 0.0647 0.0410 1.8968
4845o 81.5694 38.4028 0.0000 0.0278 0.0546 0.5467 0.0015
4845u 1.0000 119.0000 0.0000 0.0000 0.0904 0.0738 1.5222
4746o 109.3125 10.6875 0.0000 0.0000 0.0297 0.1284 0.0314
4746u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.4820
4645o 96.6042 23.3958 0.0000 0.0000 0.0447 0.2944 0.0375
4645u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.4855
4140o 114.1667 5.7083 0.0000 0.1250 0.0380 0.1037 0.0457
4140u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1140 1.9604
4038o 102.0208 17.9792 0.0000 0.0000 0.0615 0.4669 0.0534
4038u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 1.6470
3938o 83.0347 35.2431 0.0000 1.7222 0.0748 0.3775 0.0167
3938u 0.2500 119.7500 0.0000 0.0000 0.0430 0.0184 1.2937
3836o 77.9583 42.0417 0.0000 0.0000 0.0999 1.2403 0.1050
3836u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 1.8777
3635o 72.9861 0.0000 0.0000 47.0139 0.1062 1.4537 0.1836
3635u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 2.1792
3533o 61.4167 0.0000 0.0000 58.5833 0.1661 0.2488 0.6810
3533u 0.5000 0.0000 0.0000 119.5000 0.0396 0.0206 1.9124
2217o 92.0694 11.8333 0.0000 16.0972 0.0811 1.1387 0.2038
2217u 0.1667 119.8333 0.0000 0.0000 0.2269 0.4528 3.3209
2019o 108.7875 8.4583 0.0000 2.7542 0.0500 0.4960 0.0315
2019u 0.1667 119.8333 0.0000 0.0000 0.1350 0.1661 2.6311
1918o 109.9861 10.0139 0.0000 0.0000 0.0625 1.0132 0.0266
1918u 0.1667 119.8333 0.0000 0.0000 0.1679 0.2912 4.3291
1817o 88.2500 14.6458 0.0000 17.1042 0.0958 1.9569 0.1144
1817u 0.1667 119.8333 0.0000 0.0000 0.1825 0.2944 2.1999
1009o 114.8333 5.1667 0.0000 0.0000 0.0180 0.1085 0.0069
1009u 0.1667 119.8333 0.0000 0.0000 0.1082 0.1139 1.6801
0706o 95.1875 24.2500 0.0000 0.5625 0.0416 0.3197 0.0189
0706u 0.1667 119.8333 0.0000 0.0000 0.0895 0.0727 1.2522
0604o 91.0250 0.0000 0.0000 28.9750 0.0555 0.4630 0.0778
0604u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1135 2.6874
0504o 102.9444 9.3125 0.0000 7.7431 0.0364 0.2708 0.0151
0504u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0730 1.8594
0403o 110.0750 0.8125 0.0000 9.1125 0.0591 0.5868 0.0400
0403u 0.1667 119.8333 0.0000 0.0000 0.2197 0.4599 2.5031
0302o 92.8889 14.7708 0.0000 12.3403 0.1342 4.0909 0.1211
0302u 0.1667 119.8333 0.0000 0.0000 0.3110 0.9868 0.6918
14b14ao 89.5347 30.4653 0.0000 0.0000 0.1554 8.2616 0.0540
14b14au 7.7778 112.2222 0.0000 0.0000 0.0840 0.0727 1.8086
*===========================================*
| 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 0.0281 201.9968 0.0003 0.9988 0.3677 0.0368 0.0903 3.0521
5047 0.0054 39.1687 0.0002 0.5154 0.4336 0.0035 0.0347 0.0350
4946 0.0112 80.6962 0.0002 0.7412 0.5412 0.0079 0.0781 0.0350
5145 0.0223 160.5663 0.0003 0.7002 0.5507 0.0137 0.1357 0.0350
4440 0.0371 267.0603 0.0005 0.9988 0.7622 0.0614 0.4045 1.2209
4342 0.0274 197.0409 0.0004 0.9988 0.8771 0.0204 0.0425 1.2208
4241 0.0527 379.3240 0.0007 0.9988 1.1343 0.0235 0.0557 1.2208
3736 0.0293 211.2611 0.0004 0.9988 0.6215 0.0269 0.2138 1.3565
3534 0.1022 735.6991 0.0022 0.3363 0.2469 0.0142 0.2423 0.0450
3422 0.1030 741.4341 0.0023 0.6616 0.4297 0.0255 0.2560 0.0450
3130 0.0433 311.6790 0.0007 0.9988 1.0072 0.0119 0.2366 2.3739
3024 0.1395 1004.7288 0.0012 0.9988 1.3184 0.0753 0.0744 0.8817
3036 0.0771 555.0768 0.0017 0.4076 0.0840 0.0301 0.2629 0.0203
2827 0.0504 363.0924 0.0007 0.9988 1.0585 0.0180 0.0673 1.3565
2726 0.0478 344.4715 0.0013 0.2915 0.0759 0.0515 0.4742 0.0200
2629 0.0564 406.3536 0.0011 0.9988 0.1832 0.0350 0.2491 2.3739
2930 0.1405 1011.5018 0.0020 0.9988 0.7641 0.0318 0.1960 1.3565
2725 0.0919 661.7521 0.0008 0.9988 1.0664 0.0666 0.0580 0.8817
2524 0.0917 660.2318 0.0008 0.9963 1.3582 0.0635 0.0525 0.0130
2422 0.2320 1670.1635 0.0020 0.9988 0.8581 0.1045 0.1455 0.8817
L575 0.0777 559.7865 0.0013 0.9988 0.4078 0.0311 0.3162 3.0521
2117 0.0435 313.4428 0.0011 0.9865 0.8068 0.0379 0.3814 0.0200
1714B 0.1086 781.7452 0.0036 0.3716 0.0449 0.0294 0.4751 0.0211
1716 0.7077 5095.2462 0.0059 0.9988 0.6557 0.1856 0.4453 0.8817
1615 0.5414 3898.0730 0.0036 0.9988 0.6498 0.1675 0.3085 0.8817
1614A 0.1664 1197.9259 0.0031 0.9838 0.1840 0.1600 0.2816 0.0130
4514B 0.0805 579.6282 0.0009 0.4655 0.2042 0.0246 0.3573 0.0213
4515 0.0856 616.0282 0.0007 0.9988 0.7104 0.0662 0.0548 0.8817
1502 0.6264 4510.0967 0.0039 0.9988 0.9181 0.1763 0.3249 0.8817
14A13 -0.5805 -4179.893 0.0068 0.9583 0.0003 0.2096 1.5846 0.1227
1312 0.5820 4190.3738 0.0064 0.9581 0.1259 0.1393 1.6451 0.1189
1211 0.5768 4153.0069 0.0057 0.9565 0.0790 0.1753 2.5604 0.1235
1103 0.6929 4988.6736 0.0064 0.9988 0.1158 0.1903 2.3905 8.4780
0912 0.0039 27.8829 0.0002 0.1655 0.0075 0.0587 0.6124 0.0450
0908 0.0415 298.6338 0.0004 0.9988 0.6248 0.0593 0.0477 0.9495
0811 0.0165 118.4991 0.0004 0.2196 0.0637 0.0347 0.3566 0.0450
0804 0.0673 484.5778 0.0009 0.9988 0.5619 0.0763 0.0773 0.8817
0201 1.7350 12491.905 0.0151 0.9988 0.4673 0.2057 2.0983 2.7130
50b50 0.0057 41.0675 0.0003 0.2337 0.3818 0.0026 0.0124 0.0100
49b40 0.0115 82.9867 0.0004 0.2944 0.5124 0.0052 0.0215 0.0100
51b50 0.0225 161.9200 0.0003 0.4951 0.9630 0.0073 0.0342 0.0100
L610 0.2022 1455.5288 0.0014 0.9838 0.4715 0.1450 0.2279 0.0130
51b48 0.0291 209.6362 0.0003 0.9988 0.6964 0.0460 0.0272 0.9495
5352o 0.0420 302.2722 0.0006 0.5231 0.5552 0.0280 0.0546 0.0350
5352u 0.0168 121.3066 0.0002 0.9988 1.1750 0.0306 0.0119 0.9495
5238o 0.0353 253.8202 0.0006 0.4066 0.3198 0.0279 0.0554 0.0350
5238u 0.0346 249.0831 0.0003 0.9988 1.0935 0.0416 0.0242 0.8817
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0029 0.0053 0.0350
3851u 0.0314 225.9192 0.0003 0.9988 0.7076 0.0449 0.0265 0.8817
5049u 0.0191 137.7227 0.0002 0.9836 1.1269 0.0371 0.0164 0.0140
4948u 0.0286 205.9389 0.0002 0.9988 0.5399 0.0401 0.0242 0.9495
4845o 0.0034 24.4830 0.0000 0.3724 0.0383 0.0167 0.1663 0.0350
4845u 0.0545 392.2313 0.0005 0.9969 0.8723 0.0557 0.0439 0.5045
4746o 0.0021 14.8017 0.0001 0.1120 0.0432 0.0030 0.0100 0.0215
4746u 0.0518 372.6074 0.0003 0.9988 0.8716 0.0452 0.0324 0.8817
4645o 0.0078 56.1860 0.0003 0.2256 0.0549 0.0102 0.0550 0.0211
4645u 0.0577 415.7342 0.0003 0.9988 0.4213 0.0521 0.0418 0.9495
4140o 0.0015 11.0820 0.0001 0.0603 0.0419 0.0030 0.0064 0.0186
4140u 0.0512 368.7659 0.0006 0.9988 0.8994 0.0559 0.0485 0.8817
4038o 0.0106 76.3919 0.0005 0.1864 0.0467 0.0108 0.0658 0.0186
4038u 0.0914 658.1068 0.0008 0.9988 0.6413 0.0731 0.0875 0.8817
3938o 0.0090 64.4530 0.0002 0.3604 0.1107 0.0183 0.0910 0.0250
3938u 0.0103 73.8659 0.0001 0.9988 0.5149 0.0278 0.0111 0.8139
3836o 0.0797 573.7145 0.0012 0.4145 0.1336 0.0276 0.2568 0.0204
3836u 0.1143 822.7706 0.0011 0.9988 0.3369 0.0939 0.1140 0.8817
3635o 0.1955 1407.9588 0.0030 0.4632 0.4437 0.0253 0.2527 0.0208
3635u 0.1418 1020.8377 0.0011 0.9988 0.4846 0.1133 0.1456 0.9495
3533o 0.1508 1085.6235 0.0013 0.5038 1.0282 0.0592 0.0798 0.0150
3533u 0.0514 370.1680 0.0001 0.9973 2.8117 0.0330 0.0193 0.0163
2217o 0.0915 658.8800 0.0023 0.2731 0.1759 0.0162 0.1324 0.0212
2217u 0.3512 2528.6343 0.0027 0.9988 0.6427 0.1344 0.2294 0.8817
2019o 0.0164 117.7385 0.0005 0.1188 0.1451 0.0037 0.0363 0.0200
2019u 0.1209 870.7799 0.0013 0.9988 1.7111 0.0755 0.0644 0.8817
1918o 0.0058 41.4251 0.0003 0.1020 0.0097 0.0123 0.1790 0.0210
1918u 0.2420 1742.6068 0.0021 0.9988 1.1249 0.1037 0.1262 0.8817
1817o 0.1396 1004.9775 0.0020 0.3094 0.1287 0.0235 0.3335 0.0209
1817u 0.1724 1241.4476 0.0025 0.9988 0.6960 0.1132 0.1554 0.8817
1009o 0.0009 6.4983 0.0001 0.0537 0.0380 0.0011 0.0066 0.0212
1009u 0.0443 319.1359 0.0006 0.9988 1.2087 0.0521 0.0382 0.9495
0706o 0.0096 68.8614 0.0003 0.2378 0.1259 0.0065 0.0447 0.0210
0706u 0.0316 227.6813 0.0003 0.9988 0.6699 0.0509 0.0336 0.8817
0604o 0.0536 386.0394 0.0012 0.2801 0.3825 0.0094 0.0684 0.0208
0604u 0.1176 846.7721 0.0009 0.9988 1.4201 0.0675 0.0574 0.8817
0504o 0.0041 29.6608 0.0002 0.1567 0.1400 0.0026 0.0173 0.0207
0504u 0.0395 284.3703 0.0005 0.9988 0.7684 0.0503 0.0336 0.8817
0403o 0.0152 109.2084 0.0008 0.1016 0.0893 0.0039 0.0382 0.0450
0403u 0.3532 2542.8612 0.0030 0.9988 1.0328 0.1268 0.2047 0.8817
0302o 0.3056 2200.0105 0.0052 0.2801 0.1435 0.0239 0.6419 0.0275
0302u 0.7598 5470.3781 0.0024 0.9988 0.1729 0.1781 0.5398 0.4748
14b14ao 0.1761 1268.0231 0.0042 0.3023 0.0562 0.0263 1.2463 0.0350
14b14au 0.0369 265.5956 0.0004 0.9618 0.1936 0.0697 0.0574 0.0140
FREE # 1 1.7352 12493.510
*===============================================================*
| 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 0.1342 0.0000 0.5497 0.1113 0.1486 9.0736 8.5126 Max Flow
5047 0.0723 0.0000 0.2373 0.0176 0.0215 5.7217 4.6500 Max Flow
4946 0.0895 0.0000 0.2027 0.0202 0.0272 5.0273 4.0648 Max Flow
5145 0.1164 0.0000 0.1849 0.0243 0.0253 4.8254 3.0809 Max Flow
4440 0.1852 0.0000 0.0092 0.1194 0.0939 8.0941 6.6915 Max Flow
4342 0.1365 0.0000 0.3976 0.1062 0.0808 9.2809 8.4089 Max Flow
4241 0.2649 0.0000 0.6990 0.1370 0.1085 8.4089 7.7085 Max Flow
3736 0.1466 0.0000 0.0183 0.0828 0.0692 7.0695 5.7597 Max Flow
3534 1.1259 0.0000 0.2263 0.0768 0.0993 5.1111 4.8768 Max Flow
3422 1.0972 0.0000 0.4767 0.1083 0.1681 4.8016 4.3083 Max Flow
3130 0.2183 0.0000 0.1291 0.0230 0.0249 7.5250 5.7921 Max Flow
3024 0.4095 1.0648 1.0336 0.4204 0.3297 5.5695 3.5977 Max Flow
3036 0.7444 0.0000 0.0425 0.1574 0.1785 5.7986 5.7683 Max Flow
2827 0.2515 0.0000 1.5972 0.1027 0.0837 8.3842 6.7836 Max Flow
2726 0.4717 0.0000 0.0027 0.0385 0.0326 6.7329 6.7282 Max Flow
2629 0.4696 0.0000 0.1720 0.1296 0.2187 6.7296 6.5471 Max Flow
2930 0.8489 0.0000 0.5267 0.1669 0.1471 6.5472 5.7953 Max Flow
2725 0.2606 0.8545 0.6080 0.3506 0.3750 6.7078 5.2182 Max Flow
2524 0.2564 0.4784 1.6306 0.3495 0.2842 5.2815 3.2375 Max Flow
2422 0.6294 0.2612 0.4055 0.5125 0.3876 3.6597 3.0010 Max Flow
L575 0.4543 0.0000 1.1694 0.1112 0.1313 4.8313 3.5370 Max Flow
2117 0.2141 0.0000 0.0013 0.0360 0.0468 3.1192 3.1190 Max Flow
1714B 1.3974 0.0000 0.0674 0.2068 0.2803 3.1778 3.1059 Max Flow
1716 2.0375 -0.1740 0.1649 0.8122 0.6145 3.0549 3.0604 Max Flow
1615 1.2117 0.4232 0.3160 0.6645 0.7500 3.0805 2.3358 Max Flow
1614A 0.8294 0.3988 0.0551 0.5643 0.6594 3.0629 2.6050 Max Flow
4514B 0.4346 0.0000 0.0287 0.1273 0.1127 3.6130 3.0979 Max Flow
4515 0.1729 0.6444 0.9997 1.0049 0.2207 3.5049 1.8533 Max Flow
1502 1.3601 -0.2105 0.7532 0.6977 0.8250 2.3391 1.8200 Max Flow
14A13 0.0009 0.0000 0.0001 0.0043 0.0182 1.9238 1.9241 Max Flow
1312 3.2179 0.0000 0.1632 0.5187 0.8257 2.6897 2.5281 Max Flow
1211 3.1225 0.0000 0.1969 0.4968 0.8322 2.5372 2.3436 Max Flow
1103 3.4220 0.0000 0.3174 0.5074 1.0064 2.3458 2.0203 Max Flow
0912 0.0761 0.0000 0.0018 0.0180 0.0240 3.5249 2.3947 Max Flow
0908 0.1337 0.1593 0.3300 0.2696 0.2587 3.5034 3.0141 Max Flow
0811 0.1933 0.0000 0.0560 0.0339 0.0492 3.0493 2.2019 Max Flow
0804 0.2377 0.1970 0.3432 0.3432 0.4500 3.0079 2.4579 Max Flow
0201 5.7707 0.0000 0.1206 0.7456 0.9286 1.9794 1.8586 Max Flow
50b50 0.0749 0.0000 0.1341 0.0288 0.0167 5.9168 5.7216 Max Flow
49b40 0.0932 0.0000 0.1129 0.0336 0.0186 5.2192 5.0272 Max Flow
51b50 0.1179 0.0000 0.1621 0.0391 0.0213 5.0221 4.8254 Max Flow
L610 0.7461 0.5294 0.5783 0.5355 0.4912 3.9682 2.8611 Max Flow
51b48 0.0659 0.3153 0.5114 0.2057 0.2250 4.7476 3.9183 Max Flow
5352o 0.2524 0.0000 1.1343 0.1254 0.1125 8.5126 7.2234 Max Flow
5352u 0.0364 0.0826 2.1013 1.0103 0.1500 8.4104 6.2329 Max Flow
5238o 0.2614 0.0000 0.9086 0.1284 0.1233 7.2234 6.1403 Max Flow
5238u 0.0720 0.1461 1.0114 0.2100 0.1804 7.1099 5.9531 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0613 0.1531 0.9707 0.2009 0.1707 6.1426 5.0195 Max Flow
5049u 0.0546 0.1453 0.5522 0.1928 0.1757 5.9109 5.2136 Max Flow
4948u 0.0694 0.0818 0.5275 0.2084 0.2250 5.2191 4.6085 Max Flow
4845o 0.0138 0.0000 0.0023 0.0050 0.0085 4.6086 3.6120 Max Flow
4845u 0.1135 0.4348 0.8080 0.2583 0.2159 4.5071 3.2658 Max Flow
4746o 0.0647 0.0000 0.2914 0.0586 0.0521 4.6525 4.0687 Max Flow
4746u 0.1005 0.3249 0.2618 0.2455 0.1799 4.6500 4.0634 Max Flow
4645o 0.1191 0.0000 0.1367 0.0752 0.0717 4.0721 3.6129 Max Flow
4645u 0.0977 0.0813 0.3781 0.2425 0.2194 4.0721 3.6129 Max Flow
4140o 0.0594 0.0000 0.3333 0.0760 0.0631 7.6632 6.6930 Max Flow
4140u 0.2060 0.5697 0.4323 0.3278 0.2235 7.6279 6.6255 Max Flow
4038o 0.2085 0.0000 0.1815 0.0957 0.0960 6.6960 6.1430 Max Flow
4038u 0.2363 0.0949 0.4583 0.3423 0.3285 6.6951 6.1421 Max Flow
3938o 0.0751 0.0000 0.0323 0.0288 0.0267 7.0274 6.1390 Max Flow
3938u 0.0245 0.3111 0.8253 0.1382 0.1155 7.0042 5.8569 Max Flow
3836o 0.6631 0.0000 0.1071 0.1491 0.1431 6.1432 5.7677 Max Flow
3836u 0.2601 0.0972 0.3267 0.3581 0.3024 6.0733 5.6498 Max Flow
3635o 1.5808 0.0905 0.1502 0.1742 0.1687 5.7689 5.6187 Max Flow
3635u 0.3960 1.0261 0.2071 0.4175 0.2749 5.6707 4.4281 Max Flow
3533o 0.6817 -0.2956 0.1849 0.3617 0.2460 5.1112 4.9260 Max Flow
3533u 0.0649 0.8788 0.2323 1.1112 0.1000 5.1112 4.0000 Max Flow
2217o 1.0096 0.0000 0.4499 0.2289 0.2297 3.6307 3.1789 Max Flow
2217u 0.9395 0.2243 0.2466 0.5990 0.7500 3.3968 2.9221 Max Flow
2019o 0.2977 0.0000 0.2519 0.0453 0.0324 7.0327 6.0700 Max Flow
2019u 0.4148 1.1600 0.6276 0.4216 0.2645 7.0051 5.2075 Max Flow
1918o 0.1716 0.0000 0.0553 0.0871 0.0739 6.0743 3.2296 Max Flow
1918u 0.8508 0.7697 2.0741 0.5620 0.4459 6.0719 3.2257 Max Flow
1817o 0.9309 0.0000 0.0630 0.1768 0.2370 3.2353 3.1690 Max Flow
1817u 0.6390 0.2128 0.2279 0.5155 0.6000 2.8728 2.4185 Max Flow
1009o 0.0375 0.0000 0.5602 0.0168 0.0154 4.6160 3.5238 Max Flow
1009u 0.1840 0.4684 0.6247 0.3133 0.2451 4.6138 3.5209 Max Flow
0706o 0.1162 0.0000 0.1320 0.0358 0.0345 5.0347 4.5692 Max Flow
0706u 0.0885 0.2609 0.2440 0.2316 0.1867 5.0168 4.5126 Max Flow
0604o 0.5190 0.0000 1.7008 0.0887 0.0692 4.5694 2.8692 Max Flow
0604u 0.3050 0.5132 1.6998 1.0057 0.3005 4.5057 2.2880 Max Flow
0504o 0.0904 0.0000 0.2832 0.0302 0.0266 4.3269 2.8626 Max Flow
0504u 0.1348 0.5922 1.1922 0.2740 0.2175 4.3054 2.5206 Max Flow
0403o 0.3958 0.0000 0.8003 0.0547 0.0595 2.8640 2.0547 Max Flow
0403u 1.1344 0.7503 0.2013 0.6485 0.4137 2.8407 1.9003 Max Flow
0302o 2.6786 0.0000 0.0333 0.1346 0.2661 2.0204 1.9794 Max Flow
0302u 0.7901 0.0664 0.0029 0.3046 0.1834 1.8862 1.8165 Max Flow
14b14ao 1.7789 0.0000 0.0068 0.1246 0.1157 3.1060 2.8855 Max Flow
14b14au 0.1193 0.3178 0.1716 0.2635 0.2312 2.9202 2.4282 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 17.3333 102.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 4.6667 47.6667 67.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4946 2.3333 80.1667 37.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5145 7.0000 70.0000 43.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4440 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4241 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 12.1667 20.6667 87.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 26.6667 47.0000 46.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 59.8333 60.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 41.3333 78.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 114.5000 0.0000 0.0000 0.0000 5.5000 0.0000 None
2629 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 0.6667 41.8333 77.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 87.1667 8.5000 1.0000 0.0000 22.1667 0.0000 None
2524 0.1667 0.0000 119.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 83.1667 1.1667 0.0000 29.1667 5.3333 0.0000 None
L575 24.0000 95.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 56.6667 60.3333 3.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 37.8333 82.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 54.1667 21.0000 0.0000 29.8333 13.8333 0.0000 None
1615 0.5000 16.5000 0.6667 2.5000 44.8333 0.0000 55.0000 0.0000 None
1614A 0.1667 2.5000 0.0000 74.5000 33.5000 7.1667 2.1667 0.0000 None
4514B 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.8333 0.3333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 86.1667 16.8333 0.1667 0.0000 16.8333 0.0000 0.0000 0.0000 None
14A13 0.0000 111.8333 8.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 4.1667 107.6667 8.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 111.6667 8.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.3333 119.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 12.1667 102.3333 0.0000 5.5000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 89.8333 1.3333 0.0000 23.3333 4.3333 0.0000 None
0811 1.5000 21.6667 96.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 35.5000 39.6667 0.0000 24.3333 5.6667 14.8333 0.0000 None
0201 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
50b50 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
49b40 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
51b50 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L610 0.0000 0.0000 97.0000 0.0000 0.0000 0.0000 23.0000 0.0000 None
51b48 3.0000 0.8333 54.8333 0.0000 56.8333 0.0000 4.5000 0.0000 None
5352o 0.8333 11.6667 107.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.1667 1.0000 117.3333 0.0000 1.1667 0.0000 0.3333 0.0000 None
5238o 3.1667 19.3333 97.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.0000 1.1667 103.1667 0.0000 0.0000 0.0000 15.6667 0.0000 None
3851o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851u 0.0000 1.1667 67.8333 0.0000 0.0000 0.0000 51.0000 0.0000 None
5049u 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4948u 1.1667 0.0000 64.8333 1.8333 34.3333 16.5000 1.3333 0.0000 None
4845o 0.0000 38.3333 81.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 0.3333 108.8333 0.0000 0.0000 0.0000 10.8333 0.0000 None
4746o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.8333 0.3333 82.8333 0.8333 0.0000 24.3333 10.8333 0.0000 None
4645o 0.0000 11.0000 109.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 62.8333 3.3333 0.0000 51.6667 1.0000 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 100.8333 0.0000 0.0000 0.0000 18.0000 0.0000 None
4038o 0.0000 18.0000 102.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038u 0.0000 1.1667 66.1667 11.8333 0.0000 34.8333 6.0000 0.0000 None
3938o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3938u 0.3333 0.8333 76.8333 3.6667 0.0000 0.0000 38.3333 0.0000 None
3836o 0.0000 14.0000 106.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 60.6667 2.1667 0.0000 52.8333 3.1667 0.0000 None
3635o 0.0000 0.0000 114.8333 0.0000 0.0000 0.0000 5.1667 0.0000 None
3635u 1.0000 0.1667 14.6667 54.0000 0.0000 45.8333 4.3333 0.0000 None
3533o 0.0000 0.0000 102.8333 0.0000 0.0000 0.0000 17.1667 0.0000 None
3533u 0.0000 0.3333 49.3333 0.0000 0.0000 0.0000 70.3333 0.0000 None
2217o 2.5000 7.6667 109.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 28.8333 57.6667 0.1667 0.0000 33.1667 0.0000 0.1667 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 109.1667 0.0000 0.0000 0.0000 9.8333 0.0000 None
1918o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 11.0000 20.8333 88.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 2.1667 50.6667 5.5000 5.0000 29.0000 27.6667 0.0000 None
1009o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.8333 0.3333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 12.3333 107.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 88.0000 0.5000 0.0000 29.3333 1.0000 0.0000 None
0604o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 The text continues on section 5.