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m100y30m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:45.
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.. 6
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 76.0000 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 1796 540 N37#2 3596 1080 N31#1 1796 540
N31#2 3596 1080 N28#1 1796 540 N28#2 3596 1080
N27#1 1788 540 N27#2 3572 1080 N35#1 1804 540
N35#2 1808 540 N21#1 1788 540 N21#2 3592 1080
N20#1 1768 540 N20#2 1724 540 N19#1 1800 540
N19#2 3564 1080 N18#1 1784 540 N18#2 3576 1080
N17#1 1800 540 N17#2 3672 1080 N54#1 1808 540
N54#2 1780 540 N53#1 1724 540 N53#2 1784 540
N52#1 1804 540 N52#2 3600 1080 N44#1 1800 540
N44#2 3716 1080 N43#1 1788 540 N43#2 1784 540
N42#1 1804 540 N42#2 3852 1080 N40#1 1800 540
N40#2 3708 1080 N39#1 1800 540 N39#2 3596 1080
N38#1 1772 540 N38#2 3580 1080 N51B#1 1804 540
N51B#2 3604 1080 N50B#1 1800 540 N50B#2 3704 1080
N47#1 1808 540 N47#2 3576 1080 N45#1 1812 540
N45#2 3580 1080 N10#1 1796 540 N10#2 1780 540
N8#1 1792 540 N8#2 1776 540 N7#1 1792 540
N7#2 1776 540 N6#1 1780 540 N6#2 1760 540
N5#1 1792 540 N5#2 1780 540 N4#1 1792 540
N4#2 1776 540 N11#1 1760 540 N11#2 3620 1080
N2#1 1788 540 N2#2 3580 1080 N49B#1 1808 540
N49B#2 3636 1080 N23#1 1792 540 N23#2 3604 1080
N22#1 1792 540 N22#2 1788 540 N26#1 1788 540
N26#2 1768 540 N29#1 1800 540 N29#2 3576 1080
N30#1 1800 540 N30#2 3600 1080 N36#1 1796 540
N36#2 3596 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 76.0000 mm
Total rainfall read for gage # 1 is 30.00 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) 1.024936E+04 76.000
Total Infiltration 6.735463E+01 0.499
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.019276E+04 75.580
Total Water remaining in Surface Storage 3.297719E+00 0.024
Infiltration over the Pervious Area... 6.735463E+01 0.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.026341E+04 76.104
Total Precipitation + Initial Storage. 1.024936E+04 76.000
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............... -0.1371
****************************************************
* 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.............. 1.019276E+04 75.580
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.................. 1.015416E+04 75.294
Initial Storage + Inflow.................... 1.019276E+04 75.580
Final Storage + Outflow + Diverted GW....... 1.015416E+04 75.294
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.3801
##################################################
# 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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.11556 0.00000 75.11869 0.00000 75.11461
Total Losses (mm)...... 0.00000 0.87157 0.00000 0.86931 0.00000 0.87225
Remaining Depth (mm)... 0.00000 0.01287 0.00000 0.01200 0.00000 0.01314
Peak Runoff Rate (cms). 0.00000 0.06724 0.00000 0.10209 0.00000 0.12573
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.11818 76.21783 76.11813 76.22247 76.11877 76.24159
Peak Runoff Rate (cms). 0.06792 0.02963 0.09961 0.04491 0.11472 0.04313
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.11818 76.21783 76.11813 76.22247 76.11877 76.24159
Peak Runoff Rate (cms). 0.06792 0.02963 0.09961 0.04491 0.11472 0.04313
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) 76.11818 75.44624 76.11813 75.44982 76.11877 75.39635
Peak Runoff Rate (cms). 0.06792 0.09688 0.09961 0.14700 0.11472 0.16885
Unit Runoff (mm/hr).... 273.94618 270.51241 273.94287 270.86454 273.98252 270.02169
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.06685 0.00000 75.23572 0.00000 75.12993
Total Losses (mm)...... 0.00000 0.89876 0.00000 0.76296 0.00000 0.86071
Remaining Depth (mm)... 0.00000 0.03439 0.00000 0.00133 0.00000 0.00936
Peak Runoff Rate (cms). 0.00000 0.21229 0.00000 0.01584 0.00000 0.11054
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.09164 76.13838 76.19911 0.00000 76.08306 76.14278
Peak Runoff Rate (cms). 0.15628 0.12324 0.03798 0.00000 0.00074 0.13751
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.09164 76.13838 76.19911 0.00000 76.08306 76.14278
Peak Runoff Rate (cms). 0.15628 0.12324 0.03798 0.00108 0.00074 0.13751
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) 76.09164 75.44188 76.19911 75.23572 76.08306 75.68700
Peak Runoff Rate (cms). 0.15628 0.33554 0.03798 0.01584 0.00074 0.24805
Unit Runoff (mm/hr).... 271.43269 261.93666 275.76959 273.77279 270.13859 272.86152
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 74.92680 0.00000 75.04034 0.00000 75.04159
Total Losses (mm)...... 0.00000 0.92728 0.00000 0.90792 0.00000 0.90755
Remaining Depth (mm)... 0.00000 0.14591 0.00000 0.05175 0.00000 0.05086
Peak Runoff Rate (cms). 0.00000 0.17335 0.00000 0.30952 0.00000 0.26121
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.01993 0.00000 76.13912 76.11784 76.07505 76.26013
Peak Runoff Rate (cms). 0.50460 0.00000 0.09391 0.18673 0.06661 0.03268
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.01993 0.00000 76.13912 76.11784 76.07505 76.26013
Peak Runoff Rate (cms). 0.50460 0.01429 0.09391 0.18673 0.06661 0.03268
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) 76.01993 74.92680 76.13912 75.41746 76.07505 75.16344
Peak Runoff Rate (cms). 0.50460 0.17335 0.09391 0.49625 0.06661 0.29389
Unit Runoff (mm/hr).... 251.26475 201.04133 274.91005 254.79466 268.65738 248.09688
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.08539 0.00000 75.09319 0.00000 75.10716
Total Losses (mm)...... 0.00000 0.89021 0.00000 0.88597 0.00000 0.87736
Remaining Depth (mm)... 0.00000 0.02440 0.00000 0.02084 0.00000 0.01548
Peak Runoff Rate (cms). 0.00000 0.07124 0.00000 0.15384 0.00000 0.17118
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.14632 76.30103 76.22580 0.00000 75.87613 0.00000
Peak Runoff Rate (cms). 0.02046 0.00836 0.00076 0.00000 0.00054 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.14632 76.30103 76.22580 0.00000 75.87613 0.00000
Peak Runoff Rate (cms). 0.02046 0.00836 0.00076 0.00002 0.00054 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) 76.14632 75.20695 76.22580 75.09319 75.87613 75.10716
Peak Runoff Rate (cms). 0.02046 0.07960 0.00076 0.15384 0.00054 0.17118
Unit Runoff (mm/hr).... 275.11989 262.66889 275.84380 263.41585 197.23866 266.69067
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.12801 0.00000 75.10922 0.00000 75.10883
Total Losses (mm)...... 0.00000 0.86222 0.00000 0.87598 0.00000 0.87625
Remaining Depth (mm)... 0.00000 0.00976 0.00000 0.01479 0.00000 0.01492
Peak Runoff Rate (cms). 0.00000 0.03124 0.00000 0.10216 0.00000 0.15300
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.19295 76.26142 76.14455 76.31339 76.08306 0.00000
Peak Runoff Rate (cms). 0.02127 0.01064 0.09245 0.01304 0.00074 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.19295 76.26142 76.14455 76.31339 76.08306 0.00000
Peak Runoff Rate (cms). 0.02127 0.01064 0.09245 0.01304 0.00074 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) 76.19295 75.41137 76.14455 75.24168 76.08306 75.10883
Peak Runoff Rate (cms). 0.02127 0.04188 0.09245 0.11520 0.00074 0.15300
Unit Runoff (mm/hr).... 275.73945 271.46693 275.07261 268.06356 270.13859 267.02212
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.14585 0.00000 75.12553 0.00000 75.11772
Total Losses (mm)...... 0.00000 0.84751 0.00000 0.86415 0.00000 0.87001
Remaining Depth (mm)... 0.00000 0.00663 0.00000 0.01031 0.00000 0.01226
Peak Runoff Rate (cms). 0.00000 0.06062 0.00000 0.01831 0.00000 0.04709
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.16091 76.29656 76.15595 76.30761 76.14531 76.24095
Peak Runoff Rate (cms). 0.07587 0.00684 0.03413 0.00331 0.04395 0.01699
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.16091 76.29656 76.15595 76.30761 76.14531 76.24095
Peak Runoff Rate (cms). 0.07587 0.00684 0.03413 0.00331 0.04395 0.01699
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) 76.16091 75.26092 76.15595 75.30285 76.14531 75.40976
Peak Runoff Rate (cms). 0.07587 0.06746 0.03413 0.02162 0.04395 0.06408
Unit Runoff (mm/hr).... 275.42173 272.08252 275.33470 270.62020 275.09338 270.47543
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.07440 0.00000 75.13475 0.00000 75.14889
Total Losses (mm)...... 0.00000 0.89552 0.00000 0.85683 0.00000 0.84488
Remaining Depth (mm)... 0.00000 0.03008 0.00000 0.00842 0.00000 0.00622
Peak Runoff Rate (cms). 0.00000 0.08141 0.00000 0.05649 0.00000 0.05033
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.02072 76.18209 76.20148 76.27098 76.14581 76.30721
Peak Runoff Rate (cms). 0.06792 0.03060 0.03875 0.01919 0.07882 0.01277
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.02072 76.18209 76.20148 76.27098 76.14581 76.30721
Peak Runoff Rate (cms). 0.06792 0.03060 0.03875 0.01919 0.07882 0.01277
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) 76.02072 75.36240 76.20148 75.41881 76.14581 75.38056
Peak Runoff Rate (cms). 0.06792 0.11202 0.03875 0.07568 0.07882 0.06310
Unit Runoff (mm/hr).... 251.58061 262.33532 275.77952 272.01572 275.10651 272.66896
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.05302 0.00000 75.06269 0.00000 75.08586
Total Losses (mm)...... 0.00000 0.90392 0.00000 0.90041 0.00000 0.88997
Remaining Depth (mm)... 0.00000 0.04306 0.00000 0.03690 0.00000 0.02418
Peak Runoff Rate (cms). 0.00000 0.18610 0.00000 0.17402 0.00000 0.07919
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.25345 76.20361 76.26418 76.21380 76.11105 0.00000
Peak Runoff Rate (cms). 0.02736 0.04513 0.02508 0.04158 0.17326 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.25345 76.20361 76.26418 76.21380 76.11105 0.00000
Peak Runoff Rate (cms). 0.02736 0.04513 0.02508 0.04158 0.17326 0.00491
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) 76.25345 75.26012 76.26418 75.26989 76.11105 75.08586
Peak Runoff Rate (cms). 0.02736 0.23123 0.02508 0.21560 0.17326 0.07919
Unit Runoff (mm/hr).... 275.87027 254.35458 275.87448 257.44530 273.44963 261.34084
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.07368 0.00000 75.07499 0.00000 75.01414
Total Losses (mm)...... 0.00000 0.89584 0.00000 0.89526 0.00000 0.91447
Remaining Depth (mm)... 0.00000 0.03047 0.00000 0.02975 0.00000 0.07139
Peak Runoff Rate (cms). 0.00000 0.07091 0.00000 0.06961 0.00000 0.18983
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.10224 0.00000 76.09972 0.00000 76.05817 0.00000
Peak Runoff Rate (cms). 0.16525 0.00000 0.15759 0.00000 0.50075 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.10224 0.00000 76.09972 0.00000 76.05817 0.00000
Peak Runoff Rate (cms). 0.16525 0.00468 0.15759 0.00446 0.50075 0.01418
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) 76.10224 75.07368 76.09972 75.07499 76.05817 75.01414
Peak Runoff Rate (cms). 0.16525 0.07091 0.15759 0.06961 0.50075 0.18983
Unit Runoff (mm/hr).... 272.67100 257.40406 272.40832 257.85342 264.58833 233.59091
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.08191 0.00000 75.07320 0.00000 75.04659
Total Losses (mm)...... 0.00000 0.89197 0.00000 0.89606 0.00000 0.90603
Remaining Depth (mm)... 0.00000 0.02612 0.00000 0.03074 0.00000 0.04739
Peak Runoff Rate (cms). 0.00000 0.07381 0.00000 0.13748 0.00000 0.50217
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.10686 0.00000 76.09903 0.00000 75.98091 76.28665
Peak Runoff Rate (cms). 0.16928 0.00000 0.34060 0.00000 0.00065 0.04876
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.10686 0.00000 76.09903 0.00000 75.98091 76.28665
Peak Runoff Rate (cms). 0.16928 0.00479 0.34060 0.00964 0.00065 0.04876
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) 76.10686 75.08191 76.09903 75.07320 75.98091 75.14579
Peak Runoff Rate (cms). 0.16928 0.07381 0.34060 0.13748 0.00065 0.55093
Unit Runoff (mm/hr).... 273.10410 260.12799 272.33412 257.23659 235.17206 249.36512
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.05283 0.00000 75.14199 0.00000 75.16857
Total Losses (mm)...... 0.00000 0.90399 0.00000 0.85081 0.00000 0.82724
Remaining Depth (mm)... 0.00000 0.04318 0.00000 0.00720 0.00000 0.00419
Peak Runoff Rate (cms). 0.00000 0.20420 0.00000 0.05887 0.00000 0.19988
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.08306 76.27079 76.21174 76.28061 76.10032 76.18941
Peak Runoff Rate (cms). 0.00074 0.02508 0.04027 0.01995 0.00075 0.24689
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.08306 76.27079 76.21174 76.28061 76.10032 76.18941
Peak Runoff Rate (cms). 0.00074 0.02508 0.04027 0.01995 0.00075 0.24689
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) 76.08306 75.17463 76.21174 75.42664 76.10032 75.73003
Peak Runoff Rate (cms). 0.00074 0.22928 0.04027 0.07882 0.00075 0.44677
Unit Runoff (mm/hr).... 270.13859 252.20540 275.81385 272.49721 272.47322 274.41376
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.11206 0.00000 75.05084 0.00000 75.08351
Total Losses (mm)...... 0.00000 0.87404 0.00000 0.90465 0.00000 0.89117
Remaining Depth (mm)... 0.00000 0.01390 0.00000 0.04451 0.00000 0.02532
Peak Runoff Rate (cms). 0.00000 0.15704 0.00000 0.02399 0.00000 0.20821
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.09276 0.00000 76.08334 0.00000 76.13430 76.13151
Peak Runoff Rate (cms). 0.00075 0.00000 0.01712 0.00000 0.09990 0.15888
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.09276 0.00000 76.08334 0.00000 76.13430 76.13151
Peak Runoff Rate (cms). 0.00075 0.00002 0.01712 0.00048 0.09990 0.15888
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) 76.09276 75.11206 76.08334 75.05084 76.13430 75.52367
Peak Runoff Rate (cms). 0.00075 0.15704 0.01712 0.02399 0.09990 0.36709
Unit Runoff (mm/hr).... 271.58168 267.62862 270.18471 248.77916 274.74039 266.50788
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).... 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.13330 0.00000 75.11229
Total Losses (mm)...... 0.00000 0.85800 0.00000 0.87388
Remaining Depth (mm)... 0.00000 0.00869 0.00000 0.01383
Peak Runoff Rate (cms). 0.00000 0.08108 0.00000 0.09151
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.14517 76.25888 76.12015 76.22767
Peak Runoff Rate (cms). 0.06972 0.03057 0.07927 0.03488
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.14517 76.25888 76.12015 76.22767
Peak Runoff Rate (cms). 0.06972 0.03057 0.07927 0.03488
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) 76.14517 75.43721 76.12015 75.41344
Peak Runoff Rate (cms). 0.06972 0.11165 0.07927 0.12639
Unit Runoff (mm/hr).... 275.08950 272.01148 274.06578 269.87696
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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| |
| |
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| |
| |
320.000 = =
| |
| |
| |
| |
| |
| ########### |
| # # |
| # # |
| # # |
240.000 = # # =
| # # |
| # # |
RAINFALL | ############ # |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
| # # |
160.000 = # # =
| # # |
########### # |
# # |
# # |
# # |
# # ########### |
# # # # |
# # # # |
# ############ # |
80.000 # # =
# ############ |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|==#======|=========|=========|=========|
0.0 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.7 0.8
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 32.0420 50.0000 20.0000
N53 1.3037 3.2592 160.0000
N52 2.1578 5.3946 105.0000
N38 0.3055 0.7637 4775.0000
N51B 1.1474 2.8684 20.0000
N48 0.9857 2.4643 20.0000
N50B 1.0589 2.6471 65.0000
N49B 1.2060 3.0150 35.0000
N47 0.7652 1.9131 230.0000
N46 0.6197 1.5493 30.0000
N45 0.8613 2.1533 50.0000
N43 27.7974 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 1.1146 2.7864 155.0000
N44 12.4370 31.0926 0.0000
N40 3.7946 9.4865 0.0000
N39 1.6176 4.0441 55.0000
N37 15.7741 39.4353 0.0000
N36 0.8685 2.1712 15.0000
N35 10.2417 25.6043 0.0000
N34 0.5460 1.3651 45.0000
N33 0.3582 0.8955 175.0000
N31 10.2584 25.6461 0.0000
N30 0.5199 1.2998 55.0000
N29 32.6577 50.0000 0.0000
N28 9.1111 22.7777 0.0000
N27 1.6817 4.2043 20.0000
N26 35.7375 50.0000 0.0000
N25 1.6567 4.1418 0.0000
N24 1.2980 3.2449 40.0000
N23 3.9591 9.8978 5.0000
N22 0.3317 0.8293 90.0000
N21 0.8895 2.2237 65.0000
N20 0.6192 1.5481 315.0000
N19 0.2203 0.5508 275.0000
N18 2.5087 6.2717 0.0000
N17 1.4963 3.7407 0.0000
N16 0.7056 1.7640 0.0000
N15 3.1748 7.9369 0.0000
N14B 0.3108 0.7770 120.0000
N14A 7.0480 17.6201 0.0000
N13 9.0008 22.5020 0.0000
N12 20.1594 50.0000 0.0000
N11 11.5574 28.8935 0.0000
N10 1.0289 2.5723 45.0000
N9 1.2936 3.2339 85.0000
N8 0.9738 2.4344 15.0000
N7 0.9653 2.4133 35.0000
N6 0.8655 2.1638 15.0000
N5 1.7012 4.2530 60.0000
N4 2.2692 5.6730 5.0000
N3 21.9310 50.0000 0.0000
N2 16.7573 41.8933 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...N38
*==========================================================*
| 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 29.4332 29.4332 50.0000 2.1667 -0.0008 0.3004 Normal Soln
5047 50.0000 50.0000 50.0000 0.0000 0.0010 0.0608 Normal Soln
4946 50.0000 50.0000 50.0000 0.0000 0.0010 0.0860 Normal Soln
5145 50.0000 50.0000 50.0000 0.0000 0.0020 0.0727 Normal Soln
4440 27.0518 27.0518 40.3276 0.0000 -0.0112 0.1531 Normal Soln
4342 14.5339 14.5339 25.2471 0.0000 -0.0017 0.0338 Normal Soln
4241 11.2354 11.2354 17.2672 0.0000 0.0037 0.0731 Normal Soln
3736 41.3713 41.3713 50.0000 0.0000 0.0018 0.0219 Normal Soln
3534 5.5556 5.5556 13.0770 0.0000 0.0207 0.7929 Normal Soln
3422 18.9944 18.9944 50.0000 0.0000 0.0153 0.6091 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 -0.0066 0.0438 Normal Soln
3024 7.8312 7.8312 18.5804 0.0000 0.0144 1.9835 Normal Soln
3036 10.9449 10.9449 32.1506 0.0000 -0.0095 0.2894 Normal Soln
2827 28.4728 28.4728 45.5017 0.0000 0.0026 0.0364 Normal Soln
2726 7.3884 7.3884 45.0362 0.0000 -0.0150 0.0636 Normal Soln
2629 31.0141 31.0141 50.0000 0.0000 -0.0027 0.4591 Normal Soln
2930 24.2158 24.2158 44.5779 0.0000 -0.0054 0.1722 Normal Soln
2725 4.9608 4.9608 12.4608 0.0000 0.0043 2.4034 Normal Soln
2524 14.4875 14.4875 32.6502 0.0000 0.0072 1.9970 Normal Soln
2422 6.2966 6.2966 16.9995 0.0000 0.0289 1.9671 Normal Soln
L575 44.2609 44.2609 50.0000 0.0000 -0.0052 0.2266 Normal Soln
2117 6.6319 6.6319 21.4791 0.0000 0.0036 0.0936 Normal Soln
1714B 16.3158 16.3158 49.6997 0.0000 0.0097 0.4730 Normal Soln
1716 4.6089 4.6089 12.5264 0.0000 0.0349 1.4920 Normal Soln
1615 3.9090 3.9090 9.7476 0.0000 0.0197 3.5693 Normal Soln
1614A 1.7683 1.7683 5.2070 0.0000 -0.0119 3.6207 Normal Soln
4514B 15.7655 15.7655 26.5477 0.0000 0.0036 0.0414 Normal Soln
4515 5.7694 5.7694 13.3388 0.0000 -0.0161 2.2637 Normal Soln
1502 14.9208 14.9208 32.5568 0.0000 0.0131 4.5740 Normal Soln
14A13 3.8751 3.8751 16.3063 0.0000 -0.0198 0.4418 Normal Soln
1312 6.2516 6.2516 25.4021 0.0000 0.0172 0.4555 Normal Soln
1211 14.5275 14.5275 50.0000 0.0000 0.0124 0.3110 Normal Soln
1103 15.7544 15.7544 50.0000 0.0000 0.0112 0.2105 Normal Soln
0912 28.7575 28.7575 50.0000 0.0000 -0.0020 0.0290 Normal Soln
0908 11.3713 11.3713 41.9417 0.0000 0.0036 2.1077 Normal Soln
0811 31.9674 31.9674 50.0000 0.0000 0.0048 0.0766 Normal Soln
0804 10.7817 10.7817 33.7485 0.0000 0.0050 2.9439 Normal Soln
0201 3.0587 3.0587 7.3215 0.0000 0.1577 0.1146 Normal Soln
50b50 7.5624 7.5624 11.5102 0.0000 -0.0024 0.0145 Normal Soln
49b40 7.3123 7.3123 10.9130 0.0000 0.0040 0.0161 Normal Soln
51b50 6.3758 6.3758 9.3076 0.0000 0.0025 0.0200 Normal Soln
L610 22.3453 22.3453 50.0000 0.0000 0.0308 1.8215 Normal Soln
51b48 4.1790 4.1790 12.1446 0.0000 0.0032 4.5894 Normal Soln
5352o 13.9890 13.9890 26.6432 0.0000 -0.0042 0.4929 Normal Soln
5352u 6.8890 6.8890 17.9825 0.0000 0.0013 3.5277 Normal Soln
5238o 14.8709 14.8709 29.7671 0.0000 -0.0032 0.3745 Normal Soln
5238u 8.0341 8.0341 22.5893 0.0000 -0.0165 2.9099 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.0587 11.0587 35.9063 0.0000 0.0048 2.5231 Normal Soln
5049u 12.9515 12.9515 25.8010 0.0000 0.0045 1.9967 Normal Soln
4948u 3.8600 3.8600 10.8890 0.0000 0.0036 3.1030 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 -0.0004 0.0113 Normal Soln
4845u 12.4932 12.4932 35.7458 0.0000 0.0062 2.1051 Normal Soln
4746o 19.8285 19.8285 38.4993 0.0000 0.0017 0.0147 Normal Soln
4746u 5.3676 5.3676 17.8127 0.0000 -0.0046 1.9699 Normal Soln
4645o 26.2390 26.2390 50.0000 0.0000 0.0023 0.0248 Normal Soln
4645u 7.0420 7.0420 24.1192 0.0000 0.0042 2.9683 Normal Soln
4140o 26.0278 26.0278 42.7652 0.0000 -0.0019 0.0237 Normal Soln
4140u 6.2618 6.2618 16.3044 0.0000 0.0046 1.4902 Normal Soln
4038o 50.0000 50.0000 50.0000 0.0000 0.0040 0.0599 Normal Soln
4038u 14.0542 14.0542 46.1228 0.0000 -0.0121 2.5672 Normal Soln
3938o 35.6058 35.6058 50.0000 0.0000 0.0010 0.0285 Normal Soln
3938u 8.7533 8.7533 27.9399 0.0000 0.0011 2.7845 Normal Soln
3836o 24.6438 24.6438 50.0000 0.0000 0.0051 0.1616 Normal Soln
3836u 7.8089 7.8089 25.0461 0.0000 0.0210 3.2501 Normal Soln
3635o 4.5340 4.5340 8.8007 0.0000 0.0138 0.2382 Normal Soln
3635u 1.6496 1.6496 3.8034 10.5000 -0.0138 1.4860 Normal Soln
3533o 2.2569 2.2569 3.5547 0.0000 0.0214 0.5668 Normal Soln
3533u 1.5399 1.5399 3.1443 107.3333 0.0023 3.2897 Normal Soln
2217o 18.2405 18.2405 33.7810 0.0000 0.0124 0.1818 Normal Soln
2217u 5.5864 5.5864 15.9183 0.0000 -0.0564 3.9417 Normal Soln
2019o 21.6315 21.6315 38.7999 0.0000 0.0058 0.0633 Normal Soln
2019u 5.1355 5.1355 11.4038 0.0000 0.0060 1.6484 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0059 0.0343 Normal Soln
1918u 15.8510 15.8510 36.8358 0.0000 0.0113 2.0459 Normal Soln
1817o 14.2687 14.2687 37.7361 0.0000 -0.0224 0.2369 Normal Soln
1817u 3.9900 3.9900 10.0155 0.0000 -0.0160 4.0794 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 -0.0021 0.0158 Normal Soln
1009u 10.3594 10.3594 30.3284 0.0000 0.0030 1.7629 Normal Soln
0706o 28.0992 28.0992 50.0000 0.0000 0.0056 0.0400 Normal Soln
0706u 6.7712 6.7712 24.2741 0.0000 0.0029 2.0051 Normal Soln
0604o 29.0902 29.0902 48.1710 0.0000 -0.0063 0.1321 Normal Soln
0604u 9.6948 9.6948 20.7813 0.0000 0.0077 2.2244 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0050 0.0316 Normal Soln
0504u 12.3747 12.3747 33.3031 0.0000 0.0027 1.9891 Normal Soln
0403o 12.1968 12.1968 25.5507 0.0000 -0.0058 0.1276 Normal Soln
0403u 3.2352 3.2352 6.9117 0.0000 0.0165 1.2482 Normal Soln
0302o 5.5113 5.5113 15.0663 0.0000 0.0123 1.9918 Normal Soln
0302u 2.7195 2.7195 11.3376 0.0000 -0.0054 0.6492 Normal Soln
14b14ao 6.2255 6.2255 28.7124 0.0000 -0.0119 0.0562 Normal Soln
14b14au 1.9473 1.9473 5.7785 0.0000 -0.0094 3.9094 Normal Soln
The conduit with the smallest time step limitation was..3533u
The conduit with the largest wobble was.................51b48
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/ 0.01 / 7.41/ N52/ 0.01 / 6.11/
N38/ 0.01 / 5.01/ N51B/ 0.02 / 3.82/ N48/ 0.01 / 3.61/
N50B/ 1.00 / 5.70/ N49B/ 0.00 / 4.00/ N47/ 0.01 / 3.61/
N46/ 0.01 / 3.01/ N45/ 0.02 / 2.52/ N43/ 0.00 / 9.20/
N42/ 0.01 / 8.31/ N41/ 0.00 / 6.60/ N44/ 0.00 / 8.00/
N40/ 0.01 / 5.61/ N39/ 0.00 / 6.00/ N37/ 0.00 / 7.00/
N36/ 0.12 / 4.59/ N35/ 0.59 / 4.59/ N34/ 0.50 / 4.60/
N33/ 0.11 / 2.71/ N31/ 0.00 / 7.50/ N30/ 0.02 / 4.22/
N29/ 0.01 / 6.41/ N28/ 0.00 / 8.30/ N27/ 0.01 / 5.36/
N26/ 0.02 / 6.52/ N25/ 0.01 / 4.88/ N24/ 0.02 / 2.61/
N23/ 0.01 / 4.71/ N22/ 0.03 / 1.89/ N21/ 1.00 / 3.00/
N20/ 0.01 / 6.01/ N19/ 0.02 / 4.52/ N18/ 0.04 / 1.94/
N17/ 0.03 / 1.78/ N16/ 0.14 / 1.48/ N15/ 0.19 / 1.40/
N14B/ 0.06 / 1.86/ N14A/ 0.26 / 1.86/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.02 / 1.36/ N10/ 0.01 / 3.61/
N9/ 0.01 / 2.51/ N8/ 0.01 / 2.01/ N7/ 0.01 / 4.01/
N6/ 0.02 / 3.52/ N5/ 0.01 / 3.31/ N4/ 0.02 / 1.72/
N3/ 0.04 / 1.14/ N2/ 0.09 / 1.14/ N1/ 0.09 / 1.02/
N50/ 0.00 / 5.70/ N49/ 0.00 / 5.00/ N51/ 0.00 / 4.80/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.00 / 4342/ 0.00*/
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01*/
1615/ 0.05 / 1614A/ -0.05 / 4514B/ 0.00*/
4515/ 0.00*/ 1502/ 0.05 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00*/
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.06 / 50b50/ 0.00*/
49b40/ 0.00*/ 51b50/ 0.00*/ L610/ 0.04*/
51b48/ 0.00 / 5352o/ 0.00 / 5352u/ 0.00 /
5238o/ 0.00*/ 5238u/ 0.00*/ 3851o/ 0.00 /
3851u/ 0.00*/ 5049u/ 0.00 / 4948u/ 0.00*/
4845o/ 0.00*/ 4845u/ 0.00 / 4746o/ 0.00*/
4746u/ 0.00*/ 4645o/ 0.00*/ 4645u/ 0.00*/
4140o/ 0.00*/ 4140u/ 0.00*/ 4038o/ 0.00*/
4038u/ 0.00*/ 3938o/ 0.00*/ 3938u/ 0.00*/
3836o/ 0.00*/ 3836u/ 0.00*/ 3635o/ 0.00 /
3635u/ 0.00 / 3533o/ 0.00 / 3533u/ 0.04 /
2217o/ 0.00*/ 2217u/ 0.00 / 2019o/ 0.00 /
2019u/ 0.00 / 1918o/ 0.00*/ 1918u/ 0.00*/
1817o/ 0.00 / 1817u/ 0.00 / 1009o/ 0.00*/
1009u/ 0.00*/ 0706o/ 0.00*/ 0706u/ 0.00*/
0604o/ 0.00 / 0604u/ 0.00 / 0504o/ 0.00*/
0504u/ 0.00*/ 0403o/ 0.00*/ 0403u/ 0.00*/
0302o/ 0.00 / 0302u/ 0.00 / 14b14ao/ 0.00*/
14b14au/ 0.00 / FREE # 1/ 0.06 /
Conduit/ Velocity
5453/ 0.07 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.13 / 4342/ 0.09 /
4241/ 0.14 / 3736/ 0.07 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.02 / 3024/ 0.65 /
3036/ 0.00 / 2827/ 0.10 / 2726/ 0.00 /
2629/ 0.06 / 2930/ 0.21 / 2725/ 0.40 /
2524/ 0.48 / 2422/ 0.43 / L575/ 0.06 /
2117/ 0.02 / 1714B/ 0.00 / 1716/ 0.19 /
1615/ 0.71 / 1614A/ -0.51 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.81 / 14A13/ 0.00 /
1312/ 0.01 / 1211/ 0.01 / 1103/ 0.03 /
0912/ 0.00 / 0908/ 0.17 / 0811/ 0.00 /
0804/ 0.22 / 0201/ 0.41 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.53 /
51b48/ 0.34 / 5352o/ 0.00 / 5352u/ 0.51 /
5238o/ 0.00 / 5238u/ 0.42 / 3851o/ 0.00 /
3851u/ 0.30 / 5049u/ 0.18 / 4948u/ 0.11 /
4845o/ 0.00 / 4845u/ 0.44 / 4746o/ 0.00 /
4746u/ 0.30 / 4645o/ 0.00 / 4645u/ 0.17 /
4140o/ 0.00 / 4140u/ 0.22 / 4038o/ 0.00 /
4038u/ 0.22 / 3938o/ 0.00 / 3938u/ 0.09 /
3836o/ 0.00 / 3836u/ 0.03 / 3635o/ 0.00 /
3635u/ 0.02 / 3533o/ 0.00 / 3533u/ 2.34 /
2217o/ 0.00 / 2217u/ 0.33 / 2019o/ 0.00 /
2019u/ 0.84 / 1918o/ 0.00 / 1918u/ 0.50 /
1817o/ 0.00 / 1817u/ 0.50 / 1009o/ 0.00 /
1009u/ 0.23 / 0706o/ 0.00 / 0706u/ 0.14 /
0604o/ 0.00 / 0604u/ 0.67 / 0504o/ 0.00 /
0504u/ 0.16 / 0403o/ 0.00 / 0403u/ 0.35 /
0302o/ 0.00 / 0302u/ 0.01 / 14b14ao/ 0.00 /
14b14au/ 0.00 /
Conduit/ Width
5453/ 0.30 / 5047/ 0.01 / 4946/ 0.01 /
5145/ 0.01 / 4440/ 0.08 / 4342/ 0.13 /
4241/ 0.12 / 3736/ 0.11 / 3534/ 0.04 /
3422/ 0.01 / 3130/ 0.37 / 3024/ 0.18 /
3036/ 3.08 / 2827/ 0.15 / 2726/ 8.93 /
2629/ 1.30 / 2930/ 0.81 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.25 / L575/ 0.44 /
2117/ 0.18 / 1714B/ 1.72 / 1716/ 0.54 /
1615/ 0.62 / 1614A/ 0.63 / 4514B/ 0.07 /
4515/ 0.20 / 1502/ 0.61 / 14A13/ 0.81 /
1312/ 0.03 / 1211/ 0.15 / 1103/ 0.90 /
0912/ 0.01 / 0908/ 0.15 / 0811/ 0.21 /
0804/ 0.18 / 0201/ 2.43 / 50b50/ 0.00 /
49b40/ 1.42 / 51b50/ 0.73 / L610/ 0.61 /
51b48/ 0.12 / 5352o/ 0.02 / 5352u/ 0.08 /
5238o/ 0.01 / 5238u/ 0.10 / 3851o/ 0.00 /
3851u/ 0.11 / 5049u/ 0.09 / 4948u/ 0.09 /
4845o/ 0.31 / 4845u/ 0.13 / 4746o/ 0.04 /
4746u/ 0.12 / 4645o/ 0.02 / 4645u/ 0.13 /
4140o/ 0.00 / 4140u/ 0.15 / 4038o/ 0.01 /
4038u/ 0.18 / 3938o/ 0.03 / 3938u/ 0.07 /
3836o/ 0.14 / 3836u/ 0.28 / 3635o/ 0.01 /
3635u/ 0.22 / 3533o/ 1.00 / 3533u/ 0.09 /
2217o/ 0.03 / 2217u/ 0.31 / 2019o/ 0.72 /
2019u/ 0.19 / 1918o/ 0.05 / 1918u/ 0.26 /
1817o/ 0.07 / 1817u/ 0.28 / 1009o/ 0.02 /
1009u/ 0.15 / 0706o/ 0.12 / 0706u/ 0.13 /
0604o/ 0.18 / 0604u/ 0.15 / 0504o/ 0.11 /
0504u/ 0.12 / 0403o/ 0.06 / 0403u/ 0.31 /
0302o/ 0.35 / 0302u/ 1.50 / 14b14ao/ 0.06 /
14b14au/ 0.23 /
Junction/ EGL
N54/ 0.02 / N53/ 1.00 / N52/ 0.02 /
N38/ 0.02 / N51B/ 0.03 / N48/ 0.02 /
N50B/ 1.00 / N49B/ 1.00 / N47/ 0.01 /
N46/ 0.01 / N45/ 0.03 / N43/ 0.00 /
N42/ 0.01 / N41/ 1.00 / N44/ 0.00 /
N40/ 0.40 / N39/ 0.00 / N37/ 0.00 /
N36/ 1.05 / N35/ 0.59 / N34/ 0.50 /
N33/ 1.66 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.01 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.02 / N25/ 0.02 / N24/ 0.31 /
N23/ 0.01 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.01 / N19/ 0.06 / N18/ 0.05 /
N17/ 1.20 Section 4
/ N16/ 0.14 / N15/ 0.22 /
N14B/ 0.06 / N14A/ 0.28 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.02 / N10/ 0.01 /
N9/ 0.01 / N8/ 0.01 / N7/ 0.01 /
N6/ 0.02 / N5/ 0.01 / N4/ 0.04 /
N3/ 0.05 / N2/ 0.12 / N1/ 0.09 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Junction/ Freeboard
N54/ 1.08 / N53/ 2.59 / N52/ 3.89 /
N38/ 4.99 / N51B/ 6.18 / N48/ 6.39 /
N50B/ 4.30 / N49B/ 6.00 / N47/ 6.39 /
N46/ 6.99 / N45/ 7.48 / N43/ 0.80 /
N42/ 1.69 / N41/ 3.40 / N44/ 2.00 /
N40/ 4.39 / N39/ 4.00 / N37/ 3.00 /
N36/ 5.41 / N35/ 5.41 / N34/ 5.40 /
N33/ 7.29 / N31/ 2.50 / N30/ 5.78 /
N29/ 3.59 / N28/ 1.70 / N27/ 4.64 /
N26/ 3.48 / N25/ 5.12 / N24/ 7.39 /
N23/ 5.29 / N22/ 8.11 / N21/ 7.00 /
N20/ 3.99 / N19/ 5.48 / N18/ 8.06 /
N17/ 8.22 / N16/ 8.52 / N15/ 8.60 /
N14B/ 8.14 / N14A/ 8.14 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.64 / N10/ 6.39 /
N9/ 7.49 / N8/ 7.99 / N7/ 5.99 /
N6/ 6.48 / N5/ 6.69 / N4/ 8.28 /
N3/ 8.86 / N2/ 8.86 / N1/ 8.98 /
N50/ 4.30 / N49/ 5.00 / N51/ 5.20 /
Junction/ Max Volume
N54/ 0.18 / N53/ 1.12 / N52/ 1.14 /
N38/ 1.16 / N51B/ 1.22 / N48/ 1.01 /
N50B/ 1.22 / N49B/ 1.22 / N47/ 1.07 /
N46/ 1.09 / N45/ 1.12 / N43/ 0.08 /
N42/ 0.11 / N41/ 1.07 / N44/ 0.10 /
N40/ 1.11 / N39/ 1.03 / N37/ 0.07 /
N36/ 1.32 / N35/ 517.95 / N34/ 0.73 /
N33/ 1.87 / N31/ 0.03 / N30/ 1.62 /
N29/ 0.16 / N28/ 0.09 / N27/ 1.39 /
N26/ 0.25 / N25/ 0.83 / N24/ 1.60 /
N23/ 0.14 / N22/ 1.79 / N21/ 1.20 /
N20/ 1.04 / N19/ 1.59 / N18/ 1.35 /
N17/ 1.45 / N16/ 1.86 / N15/ 1.30 /
N14B/ 1.31 / N14A/ 1.32 / N13/ 0.85 /
N12/ 0.89 / N11/ 1.02 / N10/ 1.02 /
N9/ 1.03 / N8/ 1.05 / N7/ 1.04 /
N6/ 1.08 / N5/ 1.03 / N4/ 1.18 /
N3/ 0.93 / N2/ 0.94 / N1/ 0.94 /
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/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.01 / 2930/ 0.01 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.03 /
1615/ 0.07 / 1614A/ 0.09 / 4514B/ 0.00 /
4515/ 0.02 / 1502/ 0.07 / 14A13/ 0.11 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.05 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.14 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.08 /
51b48/ 0.00 / 5352o/ 0.00 / 5352u/ 0.00 /
5238o/ 0.00 / 5238u/ 0.00 / 3851o/ 0.00 /
3851u/ 0.00 / 5049u/ 0.00 / 4948u/ 0.00 /
4845o/ 0.00 / 4845u/ 0.00 / 4746o/ 0.00 /
4746u/ 0.00 / 4645o/ 0.00 / 4645u/ 0.00 /
4140o/ 0.00 / 4140u/ 0.00 / 4038o/ 0.00 /
4038u/ 0.00 / 3938o/ 0.00 / 3938u/ 0.00 /
3836o/ 0.00 / 3836u/ 0.02 / 3635o/ 0.00 /
3635u/ 0.09 / 3533o/ 0.00 / 3533u/ 0.02 /
2217o/ 0.00 / 2217u/ 0.01 / 2019o/ 0.00 /
2019u/ 0.00 / 1918o/ 0.00 / 1918u/ 0.01 /
1817o/ 0.00 / 1817u/ 0.01 / 1009o/ 0.00 /
1009u/ 0.00 / 0706o/ 0.00 / 0706u/ 0.00 /
0604o/ 0.00 / 0604u/ 0.00 / 0504o/ 0.00 /
0504u/ 0.00 / 0403o/ 0.00 / 0403u/ 0.01 /
0302o/ 0.00 / 0302u/ 0.09 / 14b14ao/ 0.00 /
14b14au/ 0.04 /
Conduit/ Final Volume
5453/ 0.12 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.03 / 4342/ 0.03 /
4241/ 0.02 / 3736/ 0.04 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.24 / 3024/ 0.12 /
3036/ 0.00 / 2827/ 0.06 / 2726/ 0.05 /
2629/ 0.66 / 2930/ 0.31 / 2725/ 0.04 /
2524/ 0.09 / 2422/ 0.19 / L575/ 0.16 /
2117/ 0.04 / 1714B/ 0.00 / 1716/ 1.01 /
1615/ 1.97 / 1614A/ 0.89 / 4514B/ 0.00 /
4515/ 0.72 / 1502/ 6.01 / 14A13/ 1.12 /
1312/ 0.01 / 1211/ 0.18 / 1103/ 1.59 /
0912/ 0.00 / 0908/ 0.05 / 0811/ 0.00 /
0804/ 0.08 / 0201/ 1.43 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 10.88 /
51b48/ 0.03 / 5352o/ 0.00 / 5352u/ 0.02 /
5238o/ 0.00 / 5238u/ 0.03 / 3851o/ 0.00 /
3851u/ 0.07 / 5049u/ 0.01 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.07 / 4746o/ 0.00 /
4746u/ 0.03 / 4645o/ 0.00 / 4645u/ 0.07 /
4140o/ 0.00 / 4140u/ 0.02 / 4038o/ 0.00 /
4038u/ 0.09 / 3938o/ 0.00 / 3938u/ 0.02 /
3836o/ 0.00 / 3836u/ 0.66 / 3635o/ 0.00 /
3635u/ 0.91 / 3533o/ 0.00 / 3533u/ 0.19 /
2217o/ 0.00 / 2217u/ 0.25 / 2019o/ 0.00 /
2019u/ 0.07 / 1918o/ 0.00 / 1918u/ 0.62 /
1817o/ 0.00 / 1817u/ 0.16 / 1009o/ 0.00 /
1009u/ 0.03 / 0706o/ 0.00 / 0706u/ 0.03 /
0604o/ 0.00 / 0604u/ 0.10 / 0504o/ 0.00 /
0504u/ 0.06 / 0403o/ 0.00 / 0403u/ 0.12 /
0302o/ 0.00 / 0302u/ 2.81 / 14b14ao/ 0.00 /
14b14au/ 0.36 /
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/ 0.05 /
1615/ 0.10 / 1614A/ 0.11 / 4514B/ 0.00 /
4515/ 0.04 / 1502/ 0.09 / 14A13/ 0.06 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.02 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.06 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.10 /
51b48/ 0.01 / 5352o/ 0.00 / 5352u/ 0.01 /
5238o/ 0.00 / 5238u/ 0.01 / 3851o/ 0.00 /
3851u/ 0.01 / 5049u/ 0.00 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.01 / 4746o/ 0.00 /
4746u/ 0.01 / 4645o/ 0.00 / 4645u/ 0.01 /
4140o/ 0.00 / 4140u/ 0.00 / 4038o/ 0.00 /
4038u/ 0.01 / 3938o/ 0.00 / 3938u/ 0.00 /
3836o/ 0.00 / 3836u/ 0.04 / 3635o/ 0.00 /
3635u/ 0.09 / 3533o/ 0.00 / 3533u/ 0.04 /
2217o/ 0.00 / 2217u/ 0.02 / 2019o/ 0.00 /
2019u/ 0.01 / 1918o/ 0.00 / 1918u/ 0.02 /
1817o/ 0.00 / 1817u/ 0.02 / 1009o/ 0.00 /
1009u/ 0.00 / 0706o/ 0.00 / 0706u/ 0.01 /
0604o/ 0.00 / 0604u/ 0.01 / 0504o/ 0.00 /
0504u/ 0.01 / 0403o/ 0.00 / 0403u/ 0.02 /
0302o/ 0.00 / 0302u/ 0.06 / 14b14ao/ 0.00 /
14b14au/ 0.06 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.92/ 8.40 5047/ 3.61/ 3.61 4946/ 3.01/ 3.01/
5145/ 1.86/ 1.86 4440/ 8.00/ 6.00 4342/ 9.20/ 8.31/
4241/ 8.31/ 7.60 3736/ 7.00/ 5.52 3534/ 4.60/ 4.60/
3422/ 1.89/ 1.89 3130/ 7.50/ 5.70 3024/ 4.22/ 2.88/
3036/ 4.59/ 4.59 2827/ 8.30/ 6.70 2726/ 6.52/ 6.52/
2629/ 6.52/ 6.41 2930/ 6.41/ 5.63 2725/ 5.36/ 4.88/
2524/ 4.88/ 2.87 2422/ 2.61/ 1.89 L575/ 4.71/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.86/ 1.86 1716/ 1.78/ 1.48/
1615/ 1.48/ 1.40 1614A/ 1.78/ 1.86 4514B/ 1.86/ 1.86/
4515/ 2.52/ 1.40 1502/ 1.40/ 1.14 14A13/ 1.86/ 1.86/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.36 1103/ 1.36/ 1.14/
0912/ 1.68/ 1.68 0908/ 2.51/ 2.01 0811/ 1.36/ 1.36/
0804/ 2.01/ 1.72 0201/ 1.14/ 1.02 50b50/ 5.70/ 5.70/
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.71/ 1.86/
51b48/ 3.82/ 3.61 5352o/ 6.11/ 6.11 5352u/ 7.41/ 6.11/
5238o/ 5.01/ 5.01 5238u/ 6.11/ 5.01 3851o/ 3.82/ 3.82/
3851u/ 5.01/ 3.82 5049u/ 5.70/ 5.00 4948u/ 4.00/ 3.61/
4845o/ 2.52/ 2.52 4845u/ 3.61/ 2.52 4746o/ 3.01/ 3.01/
4746u/ 3.61/ 3.01 4645o/ 2.52/ 2.52 4645u/ 3.01/ 2.52/
4140o/ 5.61/ 5.61 4140u/ 6.60/ 5.61 4038o/ 5.01/ 5.01/
4038u/ 5.61/ 5.01 3938o/ 5.01/ 5.01 3938u/ 6.00/ 5.01/
3836o/ 4.59/ 4.59 3836u/ 5.01/ 4.59 3635o/ 4.59/ 4.59/
3635u/ 4.59/ 4.59 3533o/ 2.71/ 2.71 3533u/ 4.59/ 3.99/
2217o/ 1.78/ 1.78 2217u/ 1.89/ 1.78 2019o/ 4.52/ 4.52/
2019u/ 6.01/ 4.52 1918o/ 1.94/ 1.94 1918u/ 4.52/ 1.94/
1817o/ 1.78/ 1.78 1817u/ 1.94/ 1.78 1009o/ 2.51/ 2.51/
1009u/ 3.61/ 2.51 0706o/ 3.52/ 3.52 0706u/ 4.01/ 3.52/
0604o/ 1.72/ 1.72 0604u/ 3.52/ 1.72 0504o/ 1.72/ 1.72/
0504u/ 3.31/ 1.72 0403o/ 1.14/ 1.14 0403u/ 1.72/ 1.14/
0302o/ 1.14/ 1.14 0302u/ 1.14/ 1.14 14b14ao/ 1.86/ 1.86/
14b14au/ 1.86/ 1.86
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 1440
Total number of passes in the simulation........ 5234
Total number of time steps during simulation.... 4858
Ratio of actual # of time steps / NTCYC......... 3.374
Average number of iterations per time step...... 1.077
Average time step size(seconds)................ 1.482
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 1.801
Average minimum implicit time step (sec)........ 1.717
Average minimum junction time step (sec)........ 1.717
Average Courant Factor Tf....................... 1.717
Number of times omega reduced................... 56
*=========================================================*
| 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 1.14 5541 0 6 0 0 0
N53 0 1.27 6192 2 20 1 0 0
N52 0 1.38 6702 2 12 1 0 0
N38 0 1.71 8298 0 12 3 0 0
N51B 0 1.18 5733 0 14 1 0 0
N48 0 1.15 5595 0 10 1 0 0
N50B 0 1.12 5425 0 9 0 0 0
N49B 0 1.16 5635 1 12 2 0 0
N47 0 1.31 6374 0 6 0 0 0
N46 0 1.44 7011 0 7 0 0 0
N45 0 1.51 7339 0 8 0 0 0
N43 0 1.13 5499 0 5 0 0 0
N42 0 1.22 5949 7 7 0 0 0
N41 0 1.40 6825 1 7 0 0 0
N44 0 1.18 5740 1 12 3 0 0
N40 0 1.51 7322 0 14 4 0 0
N39 0 1.09 5296 0 5 0 0 0
N37 0 1.14 5523 0 6 0 0 0
N36 0 1.61 7829 2 14 1 0 0
N35 0 1.71 8293 0 17 2 0 0
N34 0 1.46 7104 0 8 0 0 0
N33 0 1.22 5907 0 11 2 0 0
N31 0 1.16 5635 1 9 0 0 0
N30 0 1.63 7917 0 17 3 0 0
N29 0 1.43 6953 0 7 0 0 0
N28 0 1.17 5703 3 7 0 0 0
N27 0 1.54 7500 0 19 1 0 0
N26 0 1.39 6737 0 5 0 0 0
N25 0 1.22 5929 0 7 0 0 0
N24 0 1.33 6485 1 10 1 0 0
N23 0 1.26 6111 0 8 0 0 0
N22 0 1.89 9196 18 15 4 0 0
N21 0 1.60 7785 0 9 0 0 0
N20 0 1.39 6757 1 20 2 0 0
N19 0 1.59 7716 1 11 1 0 0
N18 0 1.57 7629 0 9 0 0 0
N17 0 2.16 10505 1 8 0 0 0
N16 0 1.46 7101 0 11 2 0 0
N15 0 1.32 6408 0 7 0 0 0
N14B 0 1.86 9037 0 16 1 0 0
N14A 0 1.83 8866 1 14 1 0 0
N13 0 1.64 7977 0 6 0 0 0
N12 0 1.63 7917 0 6 0 0 0
N11 0 1.66 8067 0 18 2 0 0
N10 0 1.21 5872 0 6 0 0 0
N9 0 1.36 6621 0 11 1 0 0
N8 0 1.42 6901 0 6 0 0 0
N7 0 1.23 5960 0 7 0 0 0
N6 0 1.53 7455 3 25 2 1 0
N5 0 1.22 5929 1 10 1 0 0
N4 0 1.77 8586 0 26 1 1 0
N3 0 2.06 9997 1 8 0 0 0
N2 0 1.76 8543 0 7 0 0 0
N1 0 1.58 7688 8 21 8 0 0
N50 0 1.13 5468 0 4 0 0 0
N49 0 1.14 5560 0 6 0 0 0
N51 0 1.17 5678 0 6 0 0 0
Total number of iterations for all junctions.. 395321
Minimum number of possible iterations......... 276906
Efficiency of the simulation.................. 1.43
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 9.0800 0 15 0.0000 0.9200 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.5237 0 15 0.0000 1.4763 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.2374 0 15 0.0000 2.7626 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.1567 0 15 0.0000 3.8433 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0233 0 15 0.0000 4.9767 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6089 0 15 0.0000 5.3911 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.9186 0 15 0.0000 4.0814 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2205 0 15 0.0000 4.7795 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6679 0 15 0.0000 5.3321 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0872 0 16 0.0000 5.9128 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6227 0 16 0.0000 6.3773 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2844 0 15 0.0000 0.7156 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.4133 0 15 0.0000 1.5867 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 7.6742 0 15 0.0000 2.3258 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.0979 0 14 0.0000 1.9021 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.7059 0 15 0.0000 3.2941 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0297 0 15 0.0000 2.9703 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0726 0 15 0.0000 2.9274 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.0000 5.7876 0 16 0.0000 4.2124 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.8500 5.1269 0 16 0.0000 4.8731 558.0330 0.0000 0.0000 0.0000
N34 10.0000 5.0000 4.8292 0 17 0.0000 5.1708 1.0000 0.0000 0.0000 0.0000
N33 10.0000 5.4800 4.4738 0 14 0.0000 5.5262 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5267 0 15 0.0000 2.4733 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8195 0 16 0.0000 4.1805 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5590 0 15 0.0000 3.4410 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3878 0 15 0.0000 1.6122 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7424 0 15 0.0000 3.2576 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7456 0 15 0.0000 3.2544 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7049 0 16 0.4599 4.2951 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1865 0 18 0.8765 5.8135 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8393 0 12 0.0000 5.1607 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.6475 0 18 0.0000 6.3525 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1957 0 19 0.0000 6.8043 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0373 0 15 0.0000 2.9627 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0945 0 15 0.0000 3.9055 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2466 0 16 0.0000 6.7534 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1953 0 19 0.0000 6.8047 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1968 0 19 0.7968 6.8032 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.5055 0 21 0.4705 7.4945 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1132 0 19 0.0000 6.8868 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.9154 0 19 0.0000 7.0846 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.7091 0 19 0.0000 7.2909 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.5655 0 21 0.0000 7.4345 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.3636 0 22 0.0000 7.6364 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6225 0 15 0.0000 5.3775 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5308 0 15 0.0000 6.4692 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0545 0 15 0.0000 6.9455 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0390 0 15 0.0000 4.9610 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5778 0 15 0.0000 5.4222 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3316 0 15 0.0000 5.6684 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8788 0 15 0.0000 7.1212 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0316 0 22 0.0000 7.9684 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9918 0 22 0.0000 8.0082 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.8715 0 21 0.0000 8.1285 1.0000 0.0000 0.0000 0.0000
N50 10.0000 6.1000 5.7242 0 15 0.0000 4.2758 1.0000 0.0000 0.0000 0.0000
N49 10.0000 5.4000 5.0296 0 15 0.0000 4.9704 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8269 0 15 0.0000 5.1731 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 0.1535 0 15 0.5189 0 15 0.1498 9.0800 8.5237 .4501 .3091
5047 2.8812 1.4600 200.0000 0.0867 0 15 0.3222 0 10 0.0301 5.7242 4.6679 .1212 .3393
4946 2.4313 1.2321 200.0000 0.1019 0 15 0.3159 0 9 0.0419 5.0296 4.0872 .1478 .4361
5145 3.5733 1.8108 200.0000 0.1279 0 15 0.4440 0 9 0.0358 4.8269 3.1132 .1344 .5659
4440 10.0429 4.8092 400.0000 0.5644 0 14 1.1189 0 4 0.0562 8.0979 6.7059 .2448 1.764 *
4342 9.2249 4.4176 400.0000 0.1535 0 15 0.9507 0 15 0.0166 9.2844 8.4133 .2109 .2832
4241 8.1356 3.8959 400.0000 0.2958 0 15 1.3899 0 15 0.0364 8.4133 7.7131 .2832 .2828
3736 14.9983 3.6090 400.0000 0.1632 0 15 0.6448 0 3 0.0109 7.0726 5.7876 .1815 .6691
3534 3.6191 1.0570 200.0000 1.4337 0 16 0.7647 0 16 0.3962 5.1269 4.8903 .6344 .4513
3422 4.5448 1.1500 400.0000 1.3839 0 17 0.7688 0 17 0.3045 4.8292 4.3265 .5729 .3164
3130 13.5508 2.2744 300.0000 0.2444 0 15 0.4070 0 8 0.0180 7.5267 5.8195 .0891 .3983
3024 0.4621 2.9058 450.0000 0.4326 0 6 2.7462 0 6 0.9360 5.8195 4.1865 3.598 2.947
3036 6.7857 1.4251 400.0000 0.9409 0 16 0.5605 0 14 0.1387 5.8195 5.7876 .4987 .6691
2827 15.5945 3.7524 400.0000 0.2814 0 15 1.0989 0 15 0.0180 8.3878 6.7871 .2194 .2178
2726 18.5574 3.1124 300.0000 0.5612 0 15 0.2235 0 6 0.0302 6.7424 6.7456 .1412 .8186
2629 2.4524 0.5150 400.0000 0.5632 0 15 0.4013 0 15 0.2297 6.7456 6.5590 .6140 .3976
2930 11.6053 2.4373 400.0000 0.9995 0 15 1.0768 0 11 0.0861 6.5590 5.8195 .3976 .4987
2725 0.2218 2.0080 375.0000 0.2603 0 5 2.4093 0 4 1.1739 6.7424 5.7049 3.713 2.226
2524 0.2779 2.5163 375.0000 0.2579 0 6 2.4510 0 5 0.9281 5.7049 4.1865 2.226 3.537
2422 0.8401 2.9711 600.0000 0.6517 0 6 2.2942 0 6 0.7758 4.1865 3.6475 2.660 2.979
L575 4.4056 1.1111 300.0000 0.4914 0 14 0.5428 0 14 0.1115 4.8393 3.6475 .4644 .8251
2117 10.3655 2.0976 500.0000 0.2358 0 15 0.4656 0 8 0.0227 3.1957 3.1953 .3915 .4907
1714B 8.1188 0.9553 500.0000 1.7062 0 19 0.5634 0 19 0.2102 3.1953 3.1132 .5907 .5263
1716 3.1532 3.6415 1050.000 2.0803 0 11 2.3949 0 11 0.6597 3.1953 3.1967 1.376 1.758
1615 0.7725 1.7486 750.0000 1.2310 0 11 2.7699 0 11 1.5935 3.1968 2.5055 2.475 1.727
1614A 0.7872 1.7819 750.0000 0.8517 0 10 1.9205 0 10 1.0819 3.1968 2.9154 2.062 1.753
4514B 28.0567 3.5017 450.0000 0.5425 0 15 0.9092 0 7 0.0193 3.6227 3.1132 .2726 .5848
4515 0.1942 2.7467 300.0000 0.1711 0 3 2.3990 0 3 0.8815 3.6227 2.5055 3.742 4.318
1502 0.6052 1.1322 825.0000 1.3799 0 11 2.7644 0 10 2.2799 2.5055 1.9918 1.570 1.141
14A13 16.6072 0.8411 1700.000 -3.5889 0 19 -0.6133 0 19 -0.2161 2.9154 2.7091 .6208 .6524
1312 15.7543 0.6101 1400.000 3.5827 0 19 0.5513 0 18 0.2274 2.7091 2.5655 .6065 .6325
1211 22.0747 0.6694 1700.000 3.4309 0 20 0.3692 0 20 0.1554 2.5655 2.3636 .5209 .6021
1103 34.9730 0.7240 2000.000 3.6716 0 22 0.4283 0 21 0.1050 2.3636 2.0316 .5118 .4658
0912 7.4604 1.8954 400.0000 0.1081 0 15 0.0613 0 14 0.0145 3.5308 2.5655 .0769 1.413 *
0908 0.1628 1.4741 375.0000 0.1331 0 7 1.1922 0 7 0.8175 3.5308 3.0545 2.748 2.811
0811 6.0914 1.5476 400.0000 0.2283 0 15 0.4149 0 12 0.0375 3.0545 2.3636 .1362 .9090
0804 0.2208 1.3886 450.0000 0.2374 0 6 1.4829 0 6 1.0748 3.0545 2.8788 2.343 2.619
0201 142.3584 2.9703 2000.000 5.9842 0 22 1.3665 0 36 0.0420 1.9918 1.8715 .4709 .4707
50b50 13.6470 6.9913 400.0000 0.0880 0 15 0.8688 0 13 0.0064 5.9186 5.7242 .0464 .0606
49b40 13.6470 6.9913 400.0000 0.1035 0 15 0.9163 0 7 0.0076 5.2205 5.0296 .0512 .0739
51b50 13.6470 6.9913 400.0000 0.1287 0 15 1.0745 0 14 0.0094 5.0233 4.8269 .0584 .0672
L610 0.9764 2.2101 750.0000 0.8047 0 16 1.8110 0 16 0.8242 4.4740 2.9154 2.498 1.753
51b48 0.0407 1.0234 225.0000 0.0680 0 3 1.7297 0 40 1.6711 5.0233 4.6089 5.437 4.483
5352o 1.1925 2.1371 300.0000 0.2937 0 15 1.2386 0 15 0.2462 8.5237 7.2374 .4122 .4580
5352u 0.0273 1.5423 150.0000 0.0357 0 38 1.9472 0 38 1.3115 8.5237 7.2374 7.491 7.582
5238o 1.6591 2.2063 400.0000 0.3106 0 15 1.1759 0 13 0.1872 7.2374 6.1567 .3435 .3918
5238u 0.0735 1.8497 225.0000 0.0713 0 12 1.8177 0 2 0.9689 7.2374 6.1567 5.055 5.141
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1567 5.0233 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0619 0 39 1.5318 0 39 0.9336 6.1567 5.0233 5.141 5.437
5049u 0.0573 1.4423 225.0000 0.0548 0 7 1.4356 0 3 0.9551 5.9186 5.2205 .9714 .9799
4948u 0.0590 1.4830 225.0000 0.0737 0 3 1.8367 0 3 1.2494 5.2205 4.6089 5.424 4.483
4845o 2.5500 1.2922 200.0000 0.0144 0 15 0.1048 0 4 0.0056 4.6089 3.6227 .0443 .6134
4845u 0.1309 1.8523 300.0000 0.1204 0 3 1.6844 0 3 0.9197 4.6089 3.6227 3.362 3.742
4746o 17.3588 2.8540 400.0000 0.1273 0 15 0.6494 0 15 0.0073 4.6679 4.0872 .1697 .2180
4746u 0.1498 2.1194 300.0000 0.1008 0 13 1.4036 0 13 0.6730 4.6679 4.0872 3.559 3.624
4645o 15.8729 2.3953 400.0000 0.1971 0 16 0.5264 0 16 0.0124 4.0872 3.6227 .2180 .3067
4645u 0.1105 1.5637 300.0000 0.0984 0 16 1.3682 0 16 0.8899 4.0872 3.6227 3.624 3.742
4140o 7.7278 3.7006 400.0000 0.0915 0 15 0.8886 0 12 0.0118 7.6741 6.7059 .1854 .2647
4140u 0.3099 2.8063 375.0000 0.2189 0 9 1.9629 0 9 0.7062 7.6741 6.7059 2.864 2.949
4038o 9.0986 2.1894 400.0000 0.2725 0 15 0.4915 0 15 0.0300 6.7059 6.1567 .2647 .3918
4038u 0.2678 1.6839 450.0000 0.2367 0 14 1.4743 0 14 0.8839 6.7059 6.1567 2.457 2.570
3938o 6.1031 3.1253 400.0000 0.0858 0 15 0.3974 0 5 0.0141 7.0297 6.1567 .0743 .3918
3938u 0.0261 1.4762 150.0000 0.0262 0 3 1.4399 0 3 1.0046 7.0297 6.1567 6.864 7.711
3836o 9.9729 2.0945 400.0000 0.8050 0 15 0.5607 0 15 0.0807 6.1567 5.7876 .3918 .6691
3836u 0.3282 2.0635 450.0000 0.2565 0 8 1.5971 0 8 0.7816 6.1567 5.7876 2.570 2.928
3635o 16.4091 3.0562 400.0000 1.9541 0 16 1.1363 0 16 0.1191 5.7876 5.6375 .4691 .4688
3635u 0.5739 3.6087 450.0000 0.4000 0 9 2.6292 0 8 0.6969 5.7876 5.1269 2.928 2.504
3533o 2.6252 3.2815 800.0000 0.7440 0 16 2.8131 0 16 0.2834 5.1269 4.9415 .3336 .3269
3533u 0.0414 2.0715 100.0000 0.0679 0 15 3.2180 0 15 1.6380 5.1269 4.4738 11.27 5.738
2217o 14.0423 2.7133 500.0000 1.2757 0 18 1.0379 0 28 0.0908 3.6475 3.1953 .4950 .4907
2217u 0.6241 1.4127 750.0000 0.9647 0 6 2.1987 0 6 1.5456 3.6475 3.1953 2.383 1.927
2019o 11.6942 3.9474 300.0000 0.3704 0 15 0.7732 0 11 0.0317 7.0373 6.0945 .1242 .3149
2019u 0.6375 4.0085 450.0000 0.4213 0 21 2.6347 0 21 0.6609 7.0373 6.0945 2.305 3.543
1918o 18.5045 3.0423 400.0000 0.3167 0 15 0.2718 0 15 0.0171 6.0945 3.2466 .2362 .6165
1918u 0.9440 3.3387 600.0000 0.8522 0 14 2.9864 0 14 0.9027 6.0945 3.2466 2.657 2.244
1817o 9.1593 1.0777 500.0000 1.0847 0 16 0.5830 0 14 0.1184 3.2466 3.1953 .4932 .4907
1817u 0.5070 1.7932 600.0000 0.6240 0 6 2.1980 0 6 1.2307 3.2466 3.1953 2.244 2.408
1009o 8.3091 2.9848 300.0000 0.0658 0 15 0.4468 0 15 0.0079 4.6225 3.5308 .0749 .1025
1009u 0.2415 2.1864 375.0000 0.1841 0 13 1.6486 0 13 0.7623 4.6225 3.5308 2.726 2.748
0706o 7.2322 2.5995 300.0000 0.1412 0 15 0.3965 0 6 0.0195 5.0389 4.5778 .1298 .2595
0706u 0.1248 1.7661 300.0000 0.0887 0 6 1.2359 0 6 0.7104 5.0389 4.5778 3.463 3.592
0604o 9.6606 3.5622 300.0000 0.6364 0 15 1.1834 0 15 0.0659 4.5778 2.8788 .2595 .2625
0604u 0.3116 2.8210 375.0000 0.3052 0 30 2.7429 0 30 0.9795 4.5778 2.8788 2.874 3.143
0504o 8.6316 3.1338 300.0000 0.1181 0 15 0.5437 0 7 0.0137 4.3316 2.8788 .1054 .2625
0504u 0.1541 2.1802 300.0000 0.1356 0 7 1.8932 0 7 0.8799 4.3316 2.8788 3.438 3.929
0403o 9.0589 2.2976 400.0000 0.5759 0 15 0.7828 0 15 0.0636 2.8788 2.0704 .1969 .1759
0403u 1.9283 4.3647 750.0000 1.1891 0 10 2.8944 0 8 0.6167 2.8788 2.0316 1.571 1.242
0302o 2.9365 0.3242 300.0000 2.9245 0 22 0.6637 0 19 0.9959 2.0316 1.9918 .7054 .6061
0302u 3.2556 3.6173 600.0000 0.7950 0 33 0.8821 0 33 0.2442 2.0316 1.9918 1.552 1.569
14b14ao 75.9084 3.3944 500.0000 2.1348 0 19 0.3485 0 10 0.0281 3.1132 2.9154 .2463 .8307
14b14au 0.1270 1.7965 300.0000 0.1241 0 35 1.7306 0 35 0.9771 3.1132 2.9154 4.377 4.384
FREE # 1 Undefnd Undefnd Undefn 5.9947 0 21
*==================================================*
| 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 5.7639 0.0000 114.0694 0.0977 0.2960 0.0788
5047 71.9306 11.8125 0.0000 36.2569 0.0434 0.4304 0.0093
4946 38.8264 19.4167 0.0000 61.7569 0.0540 0.5375 0.0109
5145 61.6528 23.8958 0.0000 34.4514 0.0598 0.5981 0.0138
4440 0.1667 36.8167 0.0000 83.0167 0.1449 1.0275 0.0800
4342 0.1667 119.8333 0.0000 0.0000 0.0481 0.1615 0.0939
4241 0.1667 0.0000 0.0000 119.8333 0.0560 0.2132 0.1572
3736 0.1667 37.1875 0.0000 82.6458 0.0842 1.0705 0.0305
3534 95.6667 0.0000 0.0000 24.3333 0.1088 1.8748 0.0830
3422 51.6500 0.0000 0.0000 68.3500 0.1767 1.8023 0.1367
3130 0.1667 20.4167 0.0000 99.4167 0.0671 1.3432 0.0132
3024 0.1667 27.9583 0.0000 91.8750 0.1291 0.1638 3.3066
3036 88.3125 24.3875 7.3000 0.0000 0.1171 1.6927 0.1298
2827 0.1667 0.0000 0.0000 119.8333 0.0431 0.2568 0.0960
2726 93.8333 26.1667 0.0000 0.0000 0.1312 2.6547 0.0304
2629 0.2500 119.7500 0.0000 0.0000 0.1068 1.4045 0.0811
2930 0.2500 16.8958 0.0000 102.8542 0.0934 1.0124 0.1771
2725 0.1667 119.8333 0.0000 0.0000 0.1090 0.1139 2.1556
2524 0.1667 28.2292 0.0000 91.6042 0.1118 0.1155 2.0698
2422 1.0208 118.9792 0.0000 0.0000 0.1679 0.2909 3.3986
L575 0.1667 21.5903 0.0000 98.2431 0.0936 1.5891 0.0731
2117 1.4444 23.6333 0.0000 94.9222 0.2093 2.1450 0.0244
1714B 90.9375 24.2500 4.8125 0.0000 0.1342 3.0296 0.1573
1716 0.1667 117.7917 0.0000 2.0417 0.2938 0.8902 3.6487
1615 0.1667 119.8333 0.0000 0.0000 0.2280 0.4522 4.1271
1614A 1.8333 40.1417 78.0250 0.0000 0.2266 0.4615 2.3512
4514B 88.6042 27.8542 0.0000 3.5417 0.0955 1.7046 0.0726
4515 0.1667 119.8333 0.0000 0.0000 0.0849 0.0731 2.4124
1502 0.1667 119.8333 0.0000 0.0000 0.2407 0.5472 2.6509
14A13 4.0625 115.9375 0.0000 0.0000 0.3739 5.8536 0.6635
1312 4.0625 115.9375 0.0000 0.0000 0.3185 6.7790 0.4640
1211 4.2778 115.7222 0.0000 0.0000 0.4759 9.3500 0.3505
1103 0.1667 119.8333 0.0000 0.0000 0.3472 8.5785 0.4184
0912 106.7000 13.3000 0.0000 0.0000 0.1838 1.9364 0.0121
0908 0.1667 119.8333 0.0000 0.0000 0.1049 0.1137 1.2328
0811 100.2361 14.7083 0.0000 5.0556 0.1655 1.7302 0.0246
0804 0.1667 119.8333 0.0000 0.0000 0.1296 0.1640 1.3435
0201 0.1667 119.8333 0.0000 0.0000 0.3533 7.1398 0.8726
50b50 99.2887 20.7113 0.0000 0.0000 0.0209 0.1014 0.0186
49b40 93.1250 26.8750 0.0000 0.0000 0.0243 0.1180 0.0219
51b50 88.5972 31.4028 0.0000 0.0000 0.0247 0.1198 0.0270
L610 1.8333 118.1667 0.0000 0.0000 0.2099 0.4543 2.5671
51b48 0.1667 119.8333 0.0000 0.0000 0.0656 0.0410 1.4648
5352o 85.5417 13.7292 0.0000 20.7292 0.1148 0.2371 0.1616
5352u 0.1667 119.8333 0.0000 0.0000 0.0443 0.0184 1.7166
5238o 90.4514 26.3750 0.0000 3.1736 0.1268 0.2661 0.1708
5238u 0.1667 119.8333 0.0000 0.0000 0.0659 0.0412 1.9918
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 1.7959
5049u 1.7000 27.7250 0.0000 90.5750 0.0680 0.0394 0.3013
4948u 0.2500 119.7500 0.0000 0.0000 0.0646 0.0410 1.9042
4845o 91.3970 28.5093 0.0000 0.0938 0.0589 0.5910 0.0016
4845u 0.1667 119.8333 0.0000 0.0000 0.0899 0.0740 1.5387
4746o 107.8125 12.1875 0.0000 0.0000 0.0373 0.2006 0.0492
4746u 0.1667 119.8333 0.0000 0.0000 0.0840 0.0729 1.5027
4645o 100.0833 19.9167 0.0000 0.0000 0.0519 0.3745 0.0552
4645u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.5118
4140o 111.9792 4.9653 0.0000 3.0556 0.0435 0.1346 0.0613
4140u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1140 1.9811
4038o 101.7153 18.2847 0.0000 0.0000 0.0665 0.5578 0.0642
4038u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 1.6647
3938o 91.7500 26.1833 0.0000 2.0667 0.0819 0.4150 0.0191
3938u 0.2500 119.7500 0.0000 0.0000 0.0420 0.0184 1.2975
3836o 88.8611 31.0889 0.0000 0.0500 0.1071 1.4411 0.1186
3836u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1637 1.8917
3635o 86.0069 0.0000 0.0000 33.9931 0.1164 1.7198 0.2131
3635u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 2.2443
3533o 76.3333 0.0000 0.0000 43.6667 0.1730 0.2645 0.7433
3533u 0.3333 4.5000 0.0000 115.1667 0.0396 0.0214 2.1248
2217o 95.5833 12.6222 0.0000 11.7944 0.0909 1.3741 0.2287
2217u 0.1667 119.8333 0.0000 0.0000 0.2282 0.4554 3.3589
2019o 107.4514 9.3611 0.0000 3.1875 0.0617 0.6142 0.0394
2019u 0.1667 119.8333 0.0000 0.0000 0.1350 0.1655 2.4968
1918o 109.2143 10.7857 0.0000 0.0000 0.0711 1.1900 0.0457
1918u 0.1667 119.8333 0.0000 0.0000 0.1679 0.2912 4.3843
1817o 93.6458 14.4958 0.0000 11.8583 0.1026 2.2191 0.1262
1817u 0.1667 119.8333 0.0000 0.0000 0.1815 0.2956 2.1883
1009o 111.7708 8.2292 0.0000 0.0000 0.0233 0.1475 0.0118
1009u 0.1667 119.8333 0.0000 0.0000 0.1085 0.1139 1.6913
0706o 98.7208 20.6958 0.0000 0.5833 0.0460 0.3684 0.0224
0706u 0.1667 119.8333 0.0000 0.0000 0.0903 0.0727 1.2539
0604o 94.9097 2.8167 0.0000 22.2736 0.0613 0.5382 0.0924
0604u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1135 2.7097
0504o 107.2431 9.9792 0.0000 2.7778 0.0430 0.3443 0.0189
0504u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0730 1.8692
0403o 108.7083 0.6250 0.0000 10.6667 0.0739 0.7357 0.0584
0403u 0.1667 119.8333 0.0000 0.0000 0.2184 0.4596 2.5400
0302o 96.5903 15.4583 0.0000 7.9514 0.1350 4.4679 0.1288
0302u 0.1667 119.8333 0.0000 0.0000 0.3109 0.9868 0.6924
14b14ao 94.6875 25.3125 0.0000 0.0000 0.1709 9.1657 0.0628
14b14au 3.2917 116.7083 0.0000 0.0000 0.0839 0.0727 1.8317
*===========================================*
| 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 0.0225 161.9688 0.0003 0.9988 0.3664 0.0301 0.0713 4.3206
5047 0.0059 42.4891 0.0002 0.4627 0.3955 0.0039 0.0381 0.0350
4946 0.0110 79.5490 0.0002 0.7079 0.5119 0.0081 0.0803 0.0350
5145 0.0175 126.1526 0.0003 0.5414 0.4128 0.0121 0.1199 0.0350
4440 0.0295 212.3629 0.0006 0.9988 0.9180 0.0483 0.3206 1.7283
4342 0.0218 157.1552 0.0004 0.9988 0.8142 0.0159 0.0338 1.7282
4241 0.0419 301.8516 0.0007 0.9988 1.1257 0.0181 0.0441 1.7282
3736 0.0234 168.1209 0.0004 0.9988 0.7434 0.0217 0.1885 1.9203
3534 0.1028 740.1838 0.0031 0.2585 0.1927 0.0134 0.2293 0.0450
3422 0.1035 745.2770 0.0030 0.5957 0.3896 0.0241 0.2426 0.0450
3130 0.0363 261.5362 0.0007 0.9988 1.1496 0.0108 0.2144 3.3605
3024 0.1032 743.3216 0.0011 0.9988 1.3454 0.0589 0.0578 1.2482
3036 0.0824 593.6043 0.0020 0.3205 0.0764 0.0252 0.2497 0.0202
2827 0.0401 288.9778 0.0006 0.9988 1.0767 0.0138 0.0534 1.9203
2726 0.0484 348.7653 0.0013 0.2612 0.0705 0.0509 0.4381 0.0200
2629 0.0562 404.2882 0.0012 0.9988 0.1940 0.0321 0.2340 3.3605
2930 0.1229 885.1762 0.0019 0.9988 0.7362 0.0274 0.1740 1.9203
2725 0.0625 450.0112 0.0006 0.9988 1.0818 0.0494 0.0414 1.2482
2524 0.0620 446.6726 0.0007 0.9955 1.3465 0.0470 0.0389 0.0617
2422 0.1660 1195.2211 0.0021 0.9938 0.8492 0.0818 0.1102 0.0156
L575 0.0619 445.7829 0.0013 0.9988 0.4195 0.0251 0.2743 4.3206
2117 0.0346 248.9345 0.0010 0.9887 0.9415 0.0354 0.3573 0.0200
1714B 0.1316 947.1893 0.0041 0.2942 0.0491 0.0259 0.4621 0.0210
1716 0.5192 3738.0263 0.0053 0.9988 0.5697 0.1520 0.3459 1.2482
1615 0.4058 2921.4614 0.0031 0.9988 0.6324 0.1526 0.2475 1.2482
1614A 0.1135 817.3481 0.0028 0.9844 0.1566 0.1470 0.2307 0.0130
4514B 0.0715 515.0570 0.0013 0.3166 0.1102 0.0209 0.3290 0.0212
4515 0.0569 409.3608 0.0007 0.9988 0.5801 0.0611 0.0466 1.2482
1502 0.4620 3326.6982 0.0030 0.9988 0.8813 0.1541 0.2607 1.2482
14A13 -0.5044 -3631.398 0.0082 0.9634 0.0008 0.1767 1.3614 0.1229
1312 0.5059 3642.2831 0.0077 0.9629 0.1130 0.1061 1.4030 0.1190
1211 0.5003 3602.2704 0.0077 0.9613 0.0705 0.1448 2.1571 0.1237
1103 0.5957 4288.7606 0.0081 0.9988 0.1065 0.1492 2.0510 12.0016
0912 0.0060 43.3968 0.0002 0.1278 0.0106 0.0470 0.4923 0.0450
0908 0.0298 214.6100 0.0004 0.9988 0.5965 0.0443 0.0365 1.3442
0811 0.0170 122.2788 0.0004 0.1953 0.0549 0.0328 0.3386 0.0450
0804 0.0459 330.3877 0.0007 0.9988 0.5558 0.0567 0.0570 1.2482
0201 1.3801 9936.8916 0.0169 0.9988 0.4521 0.1676 1.8107 3.8406
50b50 0.0064 45.8071 0.0003 0.2046 0.3444 0.0024 0.0116 0.0100
49b40 0.0113 81.3033 0.0003 0.2680 0.4771 0.0054 0.0200 0.0100
51b50 0.0181 130.2917 0.0003 0.3193 0.6691 0.0056 0.0257 0.0100
L610 0.1695 1220.0753 0.0018 0.9841 0.4717 0.1341 0.1958 0.0130
51b48 0.0202 145.6075 0.0002 0.9988 0.8204 0.0378 0.0202 1.3442
5352o 0.0355 255.7264 0.0007 0.3489 0.3770 0.0221 0.0435 0.0350
5352u 0.0115 82.7484 0.0001 0.9988 1.2772 0.0253 0.0089 1.3442
5238o 0.0323 232.6334 0.0008 0.2999 0.2489 0.0236 0.0472 0.0350
5238u 0.0233 167.8881 0.0003 0.9988 1.0893 0.0334 0.0179 1.2482
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0022 0.0041 0.0350
3851u 0.0222 160.0163 0.0002 0.9988 0.7539 0.0368 0.0199 1.2482
5049u 0.0133 95.6445 0.0002 0.9854 1.1399 0.0261 0.0121 0.0140
4948u 0.0187 134.3138 0.0002 0.9988 0.5194 0.0304 0.0168 1.3442
4845o 0.0028 19.9806 0.0000 0.2880 0.0296 0.0133 0.1325 0.0350
4845u 0.0363 261.6911 0.0004 0.9988 1.0210 0.0441 0.0317 1.2482
4746o 0.0047 34.0761 0.0004 0.1169 0.0606 0.0035 0.0143 0.0208
4746u 0.0397 286.0600 0.0003 0.9988 0.9644 0.0348 0.0240 1.2482
4645o 0.0112 80.5748 0.0006 0.1980 0.0595 0.0088 0.0523 0.0208
4645u 0.0448 322.3372 0.0003 0.9988 0.4919 0.0407 0.0297 1.3442
4140o 0.0032 22.8934 0.0003 0.0751 0.0601 0.0036 0.0085 0.0184
4140u 0.0386 277.8646 0.0005 0.9988 0.8924 0.0420 0.0375 1.2482
4038o 0.0127 91.6982 0.0004 0.1875 0.0477 0.0098 0.0636 0.0181
4038u 0.0685 493.3207 0.0009 0.9988 0.6574 0.0563 0.0660 1.2482
3938o 0.0086 61.9562 0.0001 0.2816 0.1031 0.0155 0.0776 0.0250
3938u 0.0065 46.9179 0.0001 0.9988 0.4777 0.0215 0.0079 1.1522
3836o 0.0766 551.1855 0.0020 0.3174 0.1069 0.0230 0.2317 0.0202
3836u 0.0804 579.0282 0.0011 0.9988 0.2582 0.0829 0.0935 1.2482
3635o 0.1956 1407.9754 0.0052 0.3438 0.3188 0.0223 0.2438 0.0203
3635u 0.0975 701.8363 0.0010 0.9988 0.3693 0.1111 0.1362 1.3442
3533o 0.1180 849.7856 0.0020 0.3706 0.7757 0.0453 0.0621 0.0150
3533u 0.0513 369.0832 0.0001 0.9979 2.7000 0.0339 0.0191 0.3947
2217o 0.0988 711.0259 0.0032 0.2450 0.1647 0.0161 0.1418 0.0211
2217u 0.2574 1853.1183 0.0028 0.9988 0.6144 0.1045 0.1735 1.2482
2019o 0.0202 145.7748 0.0011 0.1229 0.1401 0.0045 0.0450 0.0200
2019u 0.0883 635.5744 0.0010 0.9988 1.8286 0.0597 0.0504 1.2482
1918o 0.0114 81.9042 0.0011 0.1046 0.0155 0.0117 0.1771 0.0207
1918u 0.1850 1331.6680 0.0019 0.9988 1.0913 0.0826 0.0976 1.2482
1817o 0.1338 963.6581 0.0023 0.2674 0.1076 0.0212 0.3279 0.0208
1817u 0.1121 806.9018 0.0022 0.9988 0.7216 0.0904 0.1177 1.2482
1009o 0.0023 16.6088 0.0002 0.0772 0.0561 0.0016 0.0096 0.0209
1009u 0.0335 241.3356 0.0005 0.9988 1.0081 0.0402 0.0300 1.3442
0706o 0.0103 73.9249 0.0004 0.2122 0.1105 0.0062 0.0436 0.0209
0706u 0.0224 161.3740 0.0002 0.9988 0.6004 0.0390 0.0254 1.2482
0604o 0.0536 386.1378 0.0016 0.2517 0.3395 0.0089 0.0665 0.0207
0604u 0.0814 586.4363 0.0007 0.9988 1.4738 0.0516 0.0420 1.2482
0504o 0.0072 51.6572 0.0004 0.1223 0.0933 0.0035 0.0250 0.0208
0504u 0.0281 202.2340 0.0003 0.9988 0.6956 0.0387 0.0250 1.2482
0403o 0.0263 189.0227 0.0015 0.1081 0.0968 0.0057 0.0568 0.0450
0403u 0.2589 1863.7434 0.0028 0.9988 0.9761 0.0972 0.1575 1.2482
0302o 0.3251 2340.6245 0.0061 0.2429 0.1251 0.0237 0.6734 0.0278
0302u 0.5588 4023.5945 0.0023 0.9988 0.1360 0.1462 0.4305 0.6721
14b14ao 0.1962 1412.6894 0.0056 0.2575 0.0495 0.0262 1.2852 0.0350
14b14au 0.0263 189.4507 0.0005 0.9739 0.1398 0.0684 0.0526 0.0140
FREE # 1 1.3802 9937.7310
*===============================================================*
| 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 0.1534 0.0000 0.5449 0.1169 0.1572 9.0800 8.5236 Max Flow
5047 0.0867 0.0000 0.1546 0.0198 0.0242 5.7242 4.6675 Max Flow
4946 0.1018 0.0000 0.1369 0.0221 0.0294 5.0295 4.0833 Max Flow
5145 0.1279 0.0000 0.1645 0.0258 0.0267 4.8269 3.0899 Max Flow
4440 0.2054 0.0000 0.0111 0.1242 0.0977 8.0979 6.7013 Max Flow
4342 0.1535 0.0000 0.4023 0.1117 0.0841 9.2844 8.4133 Max Flow
4241 0.2957 0.0000 0.6992 0.1434 0.1131 8.4133 7.7131 Max Flow
3736 0.1632 0.0000 0.0138 0.0863 0.0722 7.0726 5.7824 Max Flow
3534 1.4332 0.0000 0.2280 0.0902 0.1148 5.1268 4.8902 Max Flow
3422 1.3839 0.0000 0.4837 0.1265 0.1936 4.8291 4.3265 Max Flow
3130 0.2444 0.0000 0.0856 0.0249 0.0265 7.5267 5.8158 Max Flow
3024 0.4237 1.1217 1.0613 0.4235 0.3392 5.6475 3.2489 Max Flow
3036 0.9408 0.0000 0.0450 0.1750 0.1979 5.8195 5.7873 Max Flow
2827 0.2813 0.0000 1.5973 0.1076 0.0871 8.3878 6.7871 Max Flow
2726 0.5607 0.0000 0.0027 0.0432 0.0364 6.7416 6.7443 Max Flow
2629 0.5629 0.0000 0.1747 0.1389 0.2349 6.7456 6.5590 Max Flow
2930 0.9993 0.0000 0.4687 0.1796 0.1590 6.5590 5.8170 Max Flow
2725 0.2603 0.8515 0.6060 0.3505 0.3750 6.7043 5.2151 Max Flow
2524 0.2561 0.4814 1.6014 0.3494 0.2839 5.2866 3.2489 Max Flow
2422 0.6363 0.2671 0.4148 0.5147 0.3906 3.5963 2.9640 Max Flow
L575 0.4891 0.0000 1.2745 0.1145 0.1348 4.8349 3.5360 Max Flow
2117 0.2358 0.0000 0.0012 0.0388 0.0496 3.1316 3.1313 Max Flow
1714B 1.7062 0.0000 0.0753 0.2225 0.2996 3.1953 3.1132 Max Flow
1716 2.0803 -0.1856 0.1730 0.8202 0.6228 3.0618 3.0714 Max Flow
1615 1.2301 0.4356 0.3257 0.6677 0.7500 3.0797 2.3132 Max Flow
1614A 0.8509 0.4195 0.0580 0.5716 0.7500 3.0517 2.5734 Max Flow
4514B 0.5425 0.0000 0.0419 0.1490 0.1225 3.6227 3.0968 Max Flow
4515 0.1711 0.6362 0.9840 0.2983 0.2189 3.3871 1.7608 Max Flow
1502 1.3797 -0.2125 0.8178 0.7016 0.8250 2.3046 1.7303 Max Flow
14A13 0.0012 0.0000 0.0001 0.0060 0.0256 1.9356 1.9351 Max Flow
1312 3.5818 0.0000 0.1577 0.5397 0.8438 2.7091 2.5538 Max Flow
1211 3.4306 0.0000 0.2104 0.5104 0.8598 2.5652 2.3582 Max Flow
1103 3.6715 0.0000 0.3237 0.5253 1.0263 2.3636 2.0312 Max Flow
0912 0.1081 0.0000 0.0036 0.0225 0.0305 3.5308 2.3894 Max Flow
0908 0.1331 0.1577 0.3270 0.2690 0.2578 3.5073 3.0227 Max Flow
0811 0.2281 0.0000 0.0748 0.0377 0.0541 3.0544 2.1988 Max Flow
0804 0.2371 0.1959 0.3415 0.3428 0.4500 3.0157 2.4672 Max Flow
0201 5.9839 0.0000 0.1204 0.7550 0.9412 1.9918 1.8713 Max Flow
50b50 0.0880 0.0000 0.1306 0.0324 0.0181 5.9186 5.7242 Max Flow
49b40 0.1035 0.0000 0.1093 0.0359 0.0197 5.2205 5.0295 Max Flow
51b50 0.1287 0.0000 0.1606 0.0415 0.0225 5.0233 4.8269 Max Flow
L610 0.8047 0.6074 0.6714 0.5559 0.5189 4.1557 2.8767 Max Flow
51b48 0.0670 0.3202 0.5290 0.2069 0.2250 4.7844 3.9128 Max Flow
5352o 0.2934 0.0000 1.1111 0.1386 0.1235 8.5236 7.2374 Max Flow
5352u 0.0357 0.0727 2.0644 1.0035 0.1500 8.4035 6.2676 Max Flow
5238o 0.3105 0.0000 0.9212 0.1440 0.1372 7.2374 6.1548 Max Flow
5238u 0.0713 0.1150 0.9818 0.2095 0.1785 7.2259 6.1289 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0619 0.1894 1.0118 0.2016 0.1723 5.8129 4.6125 Max Flow
5049u 0.0547 0.1409 0.5572 0.1929 0.1760 5.9140 5.2166 Max Flow
4948u 0.0723 0.0906 0.5932 0.2102 0.2250 4.5968 3.9128 Max Flow
4845o 0.0144 0.0000 0.0019 0.0052 0.0087 4.6089 3.6226 Max Flow
4845u 0.1199 0.4913 0.9004 0.2640 0.2259 4.5835 3.2235 Max Flow
4746o 0.1272 0.0000 0.3375 0.0774 0.0675 4.6678 4.0844 Max Flow
4746u 0.1008 0.3265 0.2631 0.2458 0.1802 4.6556 4.0660 Max Flow
4645o 0.1971 0.0000 0.1887 0.0923 0.0869 4.0872 3.6227 Max Flow
4645u 0.0984 0.0818 0.3828 0.2432 0.2206 4.0872 3.6227 Max Flow
4140o 0.0915 0.0000 0.3734 0.0904 0.0738 7.6741 6.7055 Max Flow
4140u 0.2189 0.6458 0.4891 0.3345 0.2327 7.6079 6.4691 Max Flow
4038o 0.2725 0.0000 0.1960 0.1061 0.1056 6.7059 6.1564 Max Flow
4038u 0.2367 0.0925 0.4599 0.3426 0.3290 6.7044 6.1525 Max Flow
3938o 0.0858 0.0000 0.0306 0.0319 0.0293 7.0297 6.1538 Max Flow
3938u 0.0261 0.3519 0.9406 0.1399 0.1229 7.0037 5.6724 Max Flow
3836o 0.8048 0.0000 0.1097 0.1631 0.1566 6.1567 5.7868 Max Flow
3836u 0.2565 0.0923 0.3175 0.3557 0.2994 6.0931 5.6839 Max Flow
3635o 1.9540 0.0988 0.1502 0.1933 0.1875 5.7876 5.6375 Max Flow
3635u 0.3998 1.0449 0.2110 0.4183 0.2767 5.6945 4.4288 Max Flow
3533o 0.7440 -0.3130 0.1848 0.3836 0.2615 5.1269 4.9415 Max Flow
3533u 0.0676 0.8637 0.2325 1.1187 0.1000 5.1187 4.0116 Max Flow
2217o 1.2752 0.0000 0.4501 0.2448 0.2460 3.6472 3.1952 Max Flow
2217u 0.9636 0.2357 0.2594 0.6057 0.7500 3.4113 2.9153 Max Flow
2019o 0.3702 0.0000 0.1832 0.0524 0.0371 7.0373 6.0925 Max Flow
2019u 0.4207 1.1934 0.6461 0.4228 0.2670 7.0034 5.1546 Max Flow
1918o 0.3165 0.0000 0.1156 0.1120 0.0943 6.0944 3.2431 Max Flow
1918u 0.8522 0.7713 2.0800 0.5622 0.4465 6.0892 3.2356 Max Flow
1817o 1.0845 0.0000 0.0711 0.1878 0.2481 3.2465 3.1705 Max Flow
1817u 0.6166 0.1993 0.2199 0.5084 0.6000 3.0338 2.6320 Max Flow
1009o 0.0658 0.0000 0.6626 0.0249 0.0222 4.6225 3.5303 Max Flow
1009u 0.1841 0.4681 0.6254 0.3134 0.2452 4.6197 3.5262 Max Flow
0706o 0.1411 0.0000 0.1305 0.0402 0.0387 5.0389 4.5777 Max Flow
0706u 0.0887 0.2614 0.2447 0.2317 0.1869 5.0177 4.5121 Max Flow
0604o 0.6329 0.0000 1.6922 0.0992 0.0776 4.5778 2.8780 Max Flow
0604u 0.3052 0.5147 1.7016 0.9992 0.3007 4.4999 2.2806 Max Flow
0504o 0.1180 0.0000 0.2408 0.0362 0.0312 4.3316 2.8780 Max Flow
0504u 0.1352 0.5937 1.1991 0.2743 0.2181 4.3229 2.5477 Max Flow
0403o 0.5758 0.0000 0.7999 0.0704 0.0747 2.8788 2.0704 Max Flow
0403u 1.1891 0.8129 0.2207 0.6607 0.4260 2.8218 1.7319 Max Flow
0302o 2.9244 0.0000 0.0320 0.1408 0.2732 2.0316 1.9918 Max Flow
0302u 0.7949 0.0664 0.0030 0.3059 0.1841 1.8800 1.8106 Max Flow
14b14ao 2.1345 0.0000 0.0071 0.1324 0.1229 3.1132 2.9141 Max Flow
14b14au 0.1240 0.3424 0.1854 0.2668 0.2398 2.9307 2.4001 Max Flow
*==========================================================*
| Table E13a. CULVERT ANALYSIS CLASSIFICATION, |
| and the time the culvert was in a particular |
| classification during the simulation. The time is |
| in minutes. The Dynamic Wave Equation is used for |
| all conduit analysis but the culvert flow classification |
| condition is based on the HW and TW depths. |
*==========================================================*
Mild Mild Steep Mild Mild
Slope Slope TW Slope TW Slug Flow Slope Slope
Critical D Control Insignf Outlet/ TW > D TW <= D
Conduit Outlet Outlet Entrance Entrance Outlet Outlet Outlet Inlet Inlet
Name Control Control Control Control Control Control Control Control Configuration
--------------- --------- --------- --------- --------- --------- --------- --------- --------- -------------
5453 8.8333 111.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 12.8333 35.1667 72.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4946 28.6667 52.5000 38.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5145 17.8333 40.5000 61.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4440 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4241 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 8.3333 16.0000 95.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 3.8333 64.5000 51.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 5.3333 114.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 31.6667 88.3333 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 112.1667 2.5000 0.0000 0.0000 5.3333 0.0000 None
2629 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 0.8333 61.0000 58.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.8333 0.3333 91.8333 8.6667 1.1667 0.0000 17.1667 0.0000 None
2524 0.1667 0.3333 119.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 0.3333 90.5000 0.3333 0.0000 25.1667 3.6667 0.0000 None
L575 11.6667 108.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 17.1667 101.5000 1.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 29.0000 91.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.5000 0.6667 73.6667 8.6667 0.0000 25.3333 11.1667 0.0000 None
1615 0.3333 9.0000 0.5000 0.3333 32.5000 0.0000 77.3333 0.0000 None
1614A 0.1667 0.8333 0.0000 87.8333 26.3333 3.1667 1.6667 0.0000 None
4514B 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.5000 0.5000 116.3333 0.0000 0.0000 0.0000 2.6667 0.0000 None
1502 92.1667 10.5000 0.1667 0.0000 17.1667 0.0000 0.0000 0.0000 None
14A13 0.0000 116.0000 4.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 2.6667 113.3333 4.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 115.8333 4.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.1667 119.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 8.8333 106.6667 0.0000 4.5000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 93.5000 1.6667 0.0000 20.0000 3.6667 0.0000 None
0811 1.8333 17.8333 100.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 60.1667 28.0000 0.0000 19.5000 7.0000 5.3333 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 97.6667 0.0000 0.0000 0.0000 22.3333 0.0000 None
51b48 1.6667 0.5000 76.6667 0.0000 35.6667 0.0000 5.5000 0.0000 None
5352o 0.1667 5.1667 114.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.1667 1.0000 117.6667 0.0000 0.6667 0.0000 0.5000 0.0000 None
5238o 2.5000 13.1667 104.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.1667 1.0000 104.1667 0.0000 0.0000 0.0000 14.6667 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 87.5000 0.0000 0.0000 0.0000 31.3333 0.0000 None
5049u 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4948u 1.1667 0.0000 84.8333 1.6667 28.5000 2.8333 1.0000 0.0000 None
4845o 0.0000 28.5000 91.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 1.1667 107.0000 0.0000 0.0000 0.0000 11.8333 0.0000 None
4746o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.6667 0.5000 90.6667 0.8333 0.0000 20.5000 6.8333 0.0000 None
4645o 0.0000 7.0000 113.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 82.6667 2.5000 0.0000 32.6667 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 100.6667 0.0000 0.0000 0.0000 18.1667 0.0000 None
4038o 0.0000 15.6667 104.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038u 0.0000 1.1667 81.1667 6.3333 0.0000 26.6667 4.6667 0.0000 None
3938o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3938u 0.5000 0.6667 87.8333 3.1667 0.0000 2.3333 25.5000 0.0000 None
3836o 0.0000 7.0000 113.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 78.6667 0.5000 0.0000 37.8333 1.8333 0.0000 None
3635o 0.0000 0.0000 113.0000 0.0000 0.0000 0.0000 7.0000 0.0000 None
3635u 0.5000 0.5000 8.8333 74.6667 0.0000 32.6667 2.8333 0.0000 None
3533o 0.0000 0.0000 104.1667 0.0000 0.0000 0.0000 15.8333 0.0000 None
3533u 0.0000 0.8333 64.5000 0.0000 0.0000 2.5000 52.1667 0.0000 None
2217o 1.3333 5.5000 113.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 12.8333 80.1667 0.1667 0.0000 26.8333 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019u 0.0000 1.0000 108.3333 0.0000 0.0000 0.0000 10.6667 0.0000 None
1918o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.1667 1.0000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 8.6667 17.6667 93.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.1667 1.6667 72.8333 3.5000 2.5000 24.6667 14.6667 0.0000 None
1009o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.6667 0.5000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 9.3333 110.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 93.0000 0.1667 0.0000 25.3333 0.3333 0.0000 None
0604o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.1667 1.0000 118.8333 0.0000 0.0000 0.0000 The text continues on section 5.