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m100y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:40.
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.. 18
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 130.0000 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 2020 540 N37#2 4048 1080 N31#1 2020 540
N31#2 4048 1080 N28#1 2020 540 N28#2 4048 1080
N27#1 2012 540 N27#2 4008 1080 N35#1 2036 540
N35#2 2036 540 N21#1 2008 540 N21#2 4040 1080
N20#1 1980 540 N20#2 1800 540 N19#1 2024 540
N19#2 3992 1080 N18#1 2004 540 N18#2 4016 1080
N17#1 2028 540 N17#2 4120 1080 N54#1 2040 540
N54#2 1996 540 N53#1 1768 540 N53#2 2004 540
N52#1 2036 540 N52#2 4056 1080 N44#1 2028 540
N44#2 4212 1080 N43#1 2008 540 N43#2 2004 540
N42#1 2032 540 N42#2 4628 1080 N40#1 2028 540
N40#2 4180 1080 N39#1 2028 540 N39#2 4048 1080
N38#1 1980 540 N38#2 4024 1080 N51B#1 2036 540
N51B#2 4056 1080 N50B#1 2028 540 N50B#2 4188 1080
N47#1 2044 540 N47#2 4016 1080 N45#1 2044 540
N45#2 4024 1080 N10#1 2016 540 N10#2 1992 540
N8#1 2016 540 N8#2 1988 540 N7#1 2016 540
N7#2 1988 540 N6#1 1996 540 N6#2 1944 540
N5#1 2016 540 N5#2 1992 540 N4#1 2012 540
N4#2 1988 540 N11#1 1944 540 N11#2 4024 1080
N2#1 2008 540 N2#2 4024 1080 N49B#1 2040 540
N49B#2 4060 1080 N23#1 2016 540 N23#2 4060 1080
N22#1 2012 540 N22#2 2004 540 N26#1 2008 540
N26#2 1980 540 N29#1 2024 540 N29#2 4016 1080
N30#1 2028 540 N30#2 4056 1080 N36#1 2020 540
N36#2 4044 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 130.0000 mm
Total rainfall read for gage # 1 is 90.00 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) 1.753180E+04 130.000
Total Infiltration 2.065650E+02 1.532
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.733069E+04 128.509
Total Water remaining in Surface Storage 3.863865E+00 0.029
Infiltration over the Pervious Area... 2.065650E+02 2.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.754111E+04 130.069
Total Precipitation + Initial Storage. 1.753180E+04 130.000
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............... -0.0531
****************************************************
* 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.............. 1.733069E+04 128.509
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.................. 1.732021E+04 128.431
Initial Storage + Inflow.................... 1.733069E+04 128.509
Final Storage + Outflow + Diverted GW....... 1.732021E+04 128.431
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0605
##################################################
# 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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.08011 0.00000 127.08298 0.00000 127.07923
Total Losses (mm)...... 0.00000 2.90468 0.00000 2.90282 0.00000 2.90524
Remaining Depth (mm)... 0.00000 0.01521 0.00000 0.01420 0.00000 0.01553
Peak Runoff Rate (cms). 0.00000 0.05379 0.00000 0.08184 0.00000 0.10050
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.07835 130.15504 130.07831 130.15825 130.07885 130.17114
Peak Runoff Rate (cms). 0.05568 0.02481 0.08166 0.03761 0.09408 0.03613
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.07835 130.15504 130.07831 130.15825 130.07885 130.17114
Peak Runoff Rate (cms). 0.05568 0.02481 0.08166 0.03761 0.09408 0.03613
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) 130.07835 128.00259 130.07831 128.00556 130.07885 127.85221
Peak Runoff Rate (cms). 0.05568 0.07860 0.08166 0.11945 0.09408 0.13664
Unit Runoff (mm/hr).... 224.57799 219.48428 224.56886 220.11413 224.67845 218.50176
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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.03336 0.00000 127.17798 0.00000 127.09315
Total Losses (mm)...... 0.00000 2.92628 0.00000 2.82044 0.00000 2.89576
Remaining Depth (mm)... 0.00000 0.04036 0.00000 0.00159 0.00000 0.01109
Peak Runoff Rate (cms). 0.00000 0.16636 0.00000 0.01323 0.00000 0.08933
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.05504 130.09521 130.14179 0.00000 130.04722 130.09879
Peak Runoff Rate (cms). 0.12597 0.10195 0.03178 0.00000 0.00060 0.11393
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.05504 130.09521 130.14179 0.00000 130.04722 130.09879
Peak Runoff Rate (cms). 0.12597 0.10195 0.03178 0.00090 0.00060 0.11393
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) 130.05504 128.10501 130.14179 127.17798 130.04722 128.74625
Peak Runoff Rate (cms). 0.12597 0.26831 0.03178 0.01323 0.00060 0.20326
Unit Runoff (mm/hr).... 218.78846 209.45794 230.69722 228.76684 216.43892 223.59182
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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 126.88640 0.00000 127.00660 0.00000 127.00788
Total Losses (mm)...... 0.00000 2.94494 0.00000 2.93290 0.00000 2.93264
Remaining Depth (mm)... 0.00000 0.16866 0.00000 0.06050 0.00000 0.05947
Peak Runoff Rate (cms). 0.00000 0.14844 0.00000 0.24402 0.00000 0.20582
Total Impervious Area
---------------------
Total Runoff Depth (mm) 129.98604 0.00000 130.09582 130.07807 130.03981 130.18311
Peak Runoff Rate (cms). 0.39732 0.00000 0.07771 0.15305 0.05308 0.02739
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 129.98604 0.00000 130.09582 130.07807 130.03981 130.18311
Peak Runoff Rate (cms). 0.39732 0.01125 0.07771 0.15305 0.05308 0.02739
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) 129.98604 126.88640 130.09582 128.08161 130.03981 127.32541
Peak Runoff Rate (cms). 0.39732 0.14844 0.07771 0.39707 0.05308 0.23321
Unit Runoff (mm/hr).... 197.84345 172.14846 227.48163 203.87060 214.09498 196.87183
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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.05157 0.00000 127.05908 0.00000 127.07231
Total Losses (mm)...... 0.00000 2.91971 0.00000 2.91636 0.00000 2.90941
Remaining Depth (mm)... 0.00000 0.02872 0.00000 0.02456 0.00000 0.01827
Peak Runoff Rate (cms). 0.00000 0.05601 0.00000 0.12135 0.00000 0.13614
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.10164 130.20707 130.16054 0.00000 129.83362 0.00000
Peak Runoff Rate (cms). 0.01697 0.00701 0.00064 0.00000 0.00047 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.10164 130.20707 130.16054 0.00000 129.83362 0.00000
Peak Runoff Rate (cms). 0.01697 0.00701 0.00064 0.00002 0.00047 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 130.10164 127.36712 130.16054 127.05908 129.83362 127.07231
Peak Runoff Rate (cms). 0.01697 0.06301 0.00064 0.12135 0.00047 0.13614
Unit Runoff (mm/hr).... 228.19345 207.94322 231.04109 207.78292 171.89361 212.09386
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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.09144 0.00000 127.07423 0.00000 127.07387
Total Losses (mm)...... 0.00000 2.89700 0.00000 2.90829 0.00000 2.90850
Remaining Depth (mm)... 0.00000 0.01156 0.00000 0.01748 0.00000 0.01762
Peak Runoff Rate (cms). 0.00000 0.02521 0.00000 0.08136 0.00000 0.12182
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.13732 130.18392 130.10022 130.21101 130.04722 0.00000
Peak Runoff Rate (cms). 0.01778 0.00892 0.07664 0.01093 0.00060 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.13732 130.18392 130.10022 130.21101 130.04722 0.00000
Peak Runoff Rate (cms). 0.01778 0.00892 0.07664 0.01093 0.00060 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) 130.13732 127.86456 130.10022 127.41928 130.04722 127.07387
Peak Runoff Rate (cms). 0.01778 0.03413 0.07664 0.09229 0.00060 0.12182
Unit Runoff (mm/hr).... 230.56465 221.22679 228.02998 214.74830 216.43892 212.59509
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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.10717 0.00000 127.08920 0.00000 127.08209
Total Losses (mm)...... 0.00000 2.88496 0.00000 2.89858 0.00000 2.90340
Remaining Depth (mm)... 0.00000 0.00788 0.00000 0.01221 0.00000 0.01450
Peak Runoff Rate (cms). 0.00000 0.04949 0.00000 0.01475 0.00000 0.03772
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.11317 130.19760 130.10929 130.20953 130.10083 130.17072
Peak Runoff Rate (cms). 0.06316 0.00573 0.02838 0.00277 0.03645 0.01424
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.11317 130.19760 130.10929 130.20953 130.10083 130.17072
Peak Runoff Rate (cms). 0.06316 0.00573 0.02838 0.00277 0.03645 0.01424
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) 130.11317 127.41621 130.10929 127.55725 130.10083 127.88514
Peak Runoff Rate (cms). 0.06316 0.05523 0.02838 0.01753 0.03645 0.05196
Unit Runoff (mm/hr).... 229.28645 222.74954 228.96172 219.36854 228.10157 219.32256
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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.04083 0.00000 127.09745 0.00000 127.10979
Total Losses (mm)...... 0.00000 2.92383 0.00000 2.89257 0.00000 2.88282
Remaining Depth (mm)... 0.00000 0.03534 0.00000 0.00998 0.00000 0.00739
Peak Runoff Rate (cms). 0.00000 0.06383 0.00000 0.04581 0.00000 0.04116
Total Impervious Area
---------------------
Total Runoff Depth (mm) 129.98684 130.12931 130.14349 130.18985 130.10123 130.20933
Peak Runoff Rate (cms). 0.05347 0.02556 0.03242 0.01608 0.06536 0.01070
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 129.98684 130.12931 130.14349 130.18985 130.10123 130.20933
Peak Runoff Rate (cms). 0.05347 0.02556 0.03242 0.01608 0.06536 0.01070
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) 129.98684 127.84383 130.14349 127.87055 130.10123 127.72970
Peak Runoff Rate (cms). 0.05347 0.08939 0.03242 0.06189 0.06536 0.05187
Unit Runoff (mm/hr).... 198.05122 209.35405 230.74158 222.43415 228.14700 224.13431
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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.01949 0.00000 127.02921 0.00000 127.05202
Total Losses (mm)...... 0.00000 2.93008 0.00000 2.92751 0.00000 2.91952
Remaining Depth (mm)... 0.00000 0.05043 0.00000 0.04328 0.00000 0.02846
Peak Runoff Rate (cms). 0.00000 0.14609 0.00000 0.13639 0.00000 0.06227
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.17886 130.14502 130.18565 130.15223 130.07222 0.00000
Peak Runoff Rate (cms). 0.02293 0.03776 0.02102 0.03481 0.14146 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.17886 130.14502 130.18565 130.15223 130.07222 0.00000
Peak Runoff Rate (cms). 0.02293 0.03776 0.02102 0.03481 0.14146 0.00401
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) 130.17886 127.58209 130.18565 127.59136 130.07222 127.05202
Peak Runoff Rate (cms). 0.02293 0.18385 0.02102 0.17120 0.14146 0.06227
Unit Runoff (mm/hr).... 231.17602 202.23967 231.19927 204.42971 223.26352 205.50022
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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.04012 0.00000 127.04141 0.00000 126.97952
Total Losses (mm)...... 0.00000 2.92408 0.00000 2.92363 0.00000 2.93730
Remaining Depth (mm)... 0.00000 0.03580 0.00000 0.03496 0.00000 0.08318
Peak Runoff Rate (cms). 0.00000 0.05559 0.00000 0.05458 0.00000 0.15186
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.06451 0.00000 130.06227 0.00000 130.02381 0.00000
Peak Runoff Rate (cms). 0.13418 0.00000 0.12774 0.00000 0.39538 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.06451 0.00000 130.06227 0.00000 130.02381 0.00000
Peak Runoff Rate (cms). 0.13418 0.00380 0.12774 0.00362 0.39538 0.01120
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) 130.06451 127.04012 130.06227 127.04141 130.02381 126.97952
Peak Runoff Rate (cms). 0.13418 0.05559 0.12774 0.05458 0.39538 0.15186
Unit Runoff (mm/hr).... 221.39163 201.79573 220.80467 202.18559 208.91269 186.86856
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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.04819 0.00000 127.03965 0.00000 127.01298
Total Losses (mm)...... 0.00000 2.92109 0.00000 2.92424 0.00000 2.93158
Remaining Depth (mm)... 0.00000 0.03072 0.00000 0.03611 0.00000 0.05544
Peak Runoff Rate (cms). 0.00000 0.05796 0.00000 0.10777 0.00000 0.39495
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.06857 0.00000 130.06167 0.00000 129.94585 130.19957
Peak Runoff Rate (cms). 0.13785 0.00000 0.27595 0.00000 0.00052 0.04087
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.06857 0.00000 130.06167 0.00000 129.94585 130.19957
Peak Runoff Rate (cms). 0.13785 0.00390 0.27595 0.00781 0.00052 0.04087
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) 130.06857 127.04819 130.06167 127.03965 129.94585 127.26791
Peak Runoff Rate (cms). 0.13785 0.05796 0.27595 0.10777 0.00052 0.43582
Unit Runoff (mm/hr).... 222.40678 204.28311 220.64253 201.65230 188.82768 197.26127
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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.01930 0.00000 127.10381 0.00000 127.12635
Total Losses (mm)...... 0.00000 2.93012 0.00000 2.88764 0.00000 2.86867
Remaining Depth (mm)... 0.00000 0.05057 0.00000 0.00855 0.00000 0.00498
Peak Runoff Rate (cms). 0.00000 0.16030 0.00000 0.04796 0.00000 0.16499
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.04722 130.18973 130.15079 130.19569 130.06281 130.13473
Peak Runoff Rate (cms). 0.00060 0.02102 0.03371 0.01672 0.00061 0.20638
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.04722 130.18973 130.15079 130.19569 130.06281 130.13473
Peak Runoff Rate (cms). 0.00060 0.02102 0.03371 0.01672 0.00061 0.20638
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) 130.04722 127.33635 130.15079 127.87678 130.06281 128.78096
Peak Runoff Rate (cms). 0.00060 0.18132 0.03371 0.06468 0.00061 0.37137
Unit Runoff (mm/hr).... 216.43892 199.45391 230.89840 223.59721 220.94779 228.10224
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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.07688 0.00000 127.01729 0.00000 127.04974
Total Losses (mm)...... 0.00000 2.90670 0.00000 2.93060 0.00000 2.92047
Remaining Depth (mm)... 0.00000 0.01642 0.00000 0.05211 0.00000 0.02979
Peak Runoff Rate (cms). 0.00000 0.12531 0.00000 0.01884 0.00000 0.16359
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.05605 0.00000 130.04747 0.00000 130.09187 130.08956
Peak Runoff Rate (cms). 0.00060 0.00000 0.01372 0.00000 0.08252 0.13108
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.05605 0.00000 130.04747 0.00000 130.09187 130.08956
Peak Runoff Rate (cms). 0.00060 0.00002 0.01372 0.00039 0.08252 0.13108
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) 130.05605 127.07688 130.04747 127.01729 130.09187 128.32647
Peak Runoff Rate (cms). 0.00060 0.12531 0.01372 0.01884 0.08252 0.29467
Unit Runoff (mm/hr).... 219.08117 213.55159 216.51730 195.40276 226.93005 213.93268
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).... 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.09616 0.00000 127.07708
Total Losses (mm)...... 0.00000 2.89353 0.00000 2.90657
Remaining Depth (mm)... 0.00000 0.01030 0.00000 0.01634
Peak Runoff Rate (cms). 0.00000 0.06567 0.00000 0.07303
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.10072 130.18232 130.08003 130.16181
Peak Runoff Rate (cms). 0.05781 0.02562 0.06506 0.02922
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.10072 130.18232 130.08003 130.16181
Peak Runoff Rate (cms). 0.05781 0.02562 0.06506 0.02922
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) 130.10072 127.92943 130.08003 127.90996
Peak Runoff Rate (cms). 0.05781 0.09130 0.06506 0.10225
Unit Runoff (mm/hr).... 228.08815 222.42037 224.91094 218.32544
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
250.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| |
| ##### |
| # # |
| # # |
| # # |
| # # |
| # # |
200.000 = # # =
| # # |
| # # |
| ##### # # |
| # # # # |
| # # # # |
| # # # # |
| # # # # |
| # # # # |
| # # # ##### |
150.000 = # # # # =
| # # # # |
| # # # # |
RAINFALL | ###### # # # # |
| # # # # # # |
IN | # # # # # # |
| # # # # # # |
MM/HR | # # # # # # |
| # # # # # # |
| ##### # # # # # |
100.000 = # # # # # # =
| # # # # # # |
| # # # ##### # |
| # # # ###### |
| # ##### ##### |
| # ##### |
| # # |
##### # |
# # ##### |
# # # ##### |
50.000 # # # ###### =
# # # # |
# ##### # |
# ##### |
# ##### |
# # |
# ##### |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|====#====|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE
MITIGATED CASE
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 1440
Length of integration step is...... 5.00 seconds
Simulation length.................. 2.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
5145 Positive Flap Gate
50b50 Positive Flap Gate
49b40 Positive Flap Gate
3635o Positive Flap Gate
3533o Positive Flap Gate
0302o Positive Flap Gate
14b14au Positive Flap Gate
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 45.0 meters. Maximum Elevation : 9.30 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 1.01 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 2.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+00 m
" " : 0.045 Beyond Station 2.9 Max left bank area : 0.02 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.98 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4946
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5145
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4440
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 45.0 meters. Maximum Elevation : 8.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 24.0 meters. Maximum Elevation : 9.60 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4241
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 24.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.42 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 1.6 Max Topwidth : 17.44 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.76E+01 m
" " : 0.045 Beyond Station 18.4 Max left bank area : 0.03 m^2
Max right bank area : 0.03 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.36 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 50b50
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.80 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 49b40
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 51b50
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 10.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 5352o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 0.56 m^2.
Maximum hydraulic radius : 0.23 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.41E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.54 m^2
Natural Cross-Section information for Channel 5238o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 35.0 meters. Maximum Elevation : 7.50 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 3851o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 55.0 meters. Maximum Elevation : 6.70 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 4845o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4140o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 38.0 meters. Maximum Elevation : 8.00 meters.
Main Channel Length : 38.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 38.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4038o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 68.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 68.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 68.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3938o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 40.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.025 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.035 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 10.0 meters. Maximum Elevation : 6.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.37 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 7.0 Max Topwidth : 17.49 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 1.78E+01 m
" " : 0.035 Beyond Station 10.5 Max left bank area : 1.97 m^2
Max right bank area : 2.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.40 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14b14ao
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 45.0000 Natural 1.0073 0.0450 2.9550 0.4000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 4946 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 5145 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
5 4440 45.0000 Natural 2.0882 0.0180 7.5352 0.4000
6 4342 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
7 4241 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
8 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
9 3534 10.0000 Natural 3.4240 0.0450 17.4400 0.2000
10 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
11 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
12 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
13 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
14 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
15 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
16 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
17 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
18 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
19 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
20 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
21 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
22 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
23 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
24 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
25 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
26 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
27 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
28 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
29 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
30 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
31 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
32 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
33 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
34 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
35 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
36 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
37 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
38 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
39 50b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
40 49b40 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
41 51b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
42 L610 130.0000 Circular 0.4418 0.0130 0.7500 0.7500
43 51b48 21.0000 Circular 0.0398 0.0140 0.2250 0.2250
44 5352o 33.0000 Natural 0.5580 0.0350 1.9200 0.3000
45 5352u 35.0000 Circular 0.0177 0.0140 0.1500 0.1500
46 5238o 35.0000 Natural 0.7520 0.0350 1.9600 0.4000
47 5238u 41.0000 Circular 0.0398 0.0130 0.2250 0.2250
48 3851o 55.0000 Natural 0.7520 0.0350 1.9600 0.4000
49 3851u 55.0000 Circular 0.0398 0.0130 0.2250 0.2250
50 5049u 37.0000 Circular 0.0398 0.0140 0.2250 0.2250
51 4948u 20.0000 Circular 0.0398 0.0140 0.2250 0.2250
52 4845o 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
53 4845u 60.0000 Circular 0.0707 0.0130 0.3000 0.3000
54 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
55 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
56 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
57 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
58 4140o 38.0000 Natural 2.0882 0.0180 7.5352 0.4000
59 4140u 32.0000 Circular 0.1104 0.0130 0.3750 0.3750
60 4038o 68.0000 Natural 4.1558 0.0180 14.9231 0.4000
61 4038u 68.0000 Circular 0.1590 0.0130 0.4500 0.4500
62 3938o 40.0000 Natural 1.9520 0.0250 4.9600 0.4000
63 3938u 40.0000 Circular 0.0177 0.0120 0.1500 0.1500
64 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
65 3836u 40.0000 Circular 0.1590 0.0130 0.4500 0.4500
66 3635o 10.0000 Natural 5.3682 0.0180 17.4928 0.4000
67 3635u 10.0000 Circular 0.1590 0.0140 0.4500 0.4500
68 3533o 10.0000 Rectangle 0.8000 0.0150 1.0000 0.8000
69 3533u 10.0000 Rectangle 0.0200 0.0050 0.2000 0.1000
70 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
71 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
72 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
73 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
74 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
75 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
76 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
77 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
78 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
79 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
80 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
81 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
82 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
83 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
84 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
85 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
86 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
87 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
88 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
89 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
90 14b14ao 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
91 14b14au 10.0000 Circular 0.0707 0.0140 0.3000 0.3000
Total length of all conduits .... 3456.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1714B 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
L610 1.0000 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
51b48 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5238u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5049u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4948u 1.0000 0.2500 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4845u 1.0000 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4140u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4038u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3938u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3836u 1.0000 0.4000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3635o 1.0000 0.5000 1.0000 0.0000 0.6500 1.0000 0.0000 Kinematic Wave
3635u 1.0000 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3533o 1.0000 -1.0000 0.0000 0.2000 0.6500 2.0000 0.0500 Kinematic Wave
3533u 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14b14au 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.20
5047 0.15
4946 0.12
5145 0.14
4440 0.18
4342 0.34
4241 0.34
3736 0.17
3534 0.69
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
50b50 0.98
49b40 0.98
51b50 0.98
L610 0.10
51b48 0.35
5352o 0.26
5352u 0.17
5238o 0.28
5238u 0.18
3851o 0.18
3851u 0.14
5049u 0.20
4948u 0.37
4845o 0.12
4845u 0.14
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
4140o 0.22
4140u 0.30
4038o 0.12
4038u 0.15
3938o 0.25
3938u 0.15
3836o 0.19
3836u 0.26
3635o 0.87
3635u 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3533o 1.40 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3533u 0.50
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14b14ao 0.98
14b14au 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.0889E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.3000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.8000 7.4000 0.0000 0.0000 100.0000
3 N52 10.0000 7.5000 6.1000 0.0000 0.0000 100.0000
4 N38 10.0000 6.7000 5.0000 0.0000 0.0000 100.0000
5 N51B 10.0000 5.4000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 4.8000 3.6000 0.0000 0.0000 100.0000
7 N50B 10.0000 6.3000 4.7000 0.0000 0.0000 100.0000
8 N49B 10.0000 5.6000 4.0000 0.0000 0.0000 100.0000
9 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
10 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
11 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
12 N43 10.0000 9.6000 9.2000 0.0000 0.0000 100.0000
13 N42 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
14 N41 10.0000 8.0000 6.6000 0.0000 0.0000 100.0000
15 N44 10.0000 8.4000 8.0000 0.0000 0.0000 100.0000
16 N40 10.0000 7.0000 5.6000 0.0000 0.0000 100.0000
17 N39 10.0000 7.4000 6.0000 0.0000 0.0000 100.0000
18 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
19 N36 10.0000 6.0000 4.4700 0.0000 0.0000 100.0000
20 N35 10.0000 5.8500 4.0000 0.0000 0.0000 100.0000
21 N34 10.0000 5.0000 4.1000 0.0000 0.0000 100.0000
22 N33 10.0000 5.4800 2.6000 0.0000 0.0000 100.0000
23 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
24 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
25 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
26 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
27 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
28 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
29 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
Section 3
30 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
31 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
32 N22 10.0000 4.6000 1.8600 0.0000 0.0000 100.0000
33 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
34 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
35 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
36 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
37 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
38 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
39 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
40 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
41 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
42 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
43 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
44 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
45 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
46 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
47 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
48 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
49 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
50 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
51 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
52 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
53 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
54 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
55 N50 10.0000 6.1000 5.7000 0.0000 0.0000 100.0000
56 N49 10.0000 5.4000 5.0000 0.0000 0.0000 100.0000
57 N51 10.0000 5.2000 4.8000 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160872.3200 17772.6800 No Ponding Normal 0 0.0000
2 N53 -160580.0050 12711.2450 No Ponding Normal 0 0.0000
3 N52 -166206.7250 12636.2550 No Ponding Normal 0 0.0000
4 N38 -171833.4400 12853.3400 No Ponding Normal 0 0.0000
5 N51B -176451.6200 14564.8300 No Ponding Normal 0 0.0000
6 N48 -176609.6300 20431.4050 No Ponding Normal 0 0.0000
7 N50B -176738.5150 28838.2450 No Ponding Normal 0 0.0000
8 N49B -176841.2250 25550.3700 No Ponding Normal 0 0.0000
9 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
10 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
11 N45 -183719.9500 18191.7850 No Ponding Normal 0 0.0000
12 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
13 N42 -165291.9300 30668.6650 No Ponding Normal 0 0.0000
14 N41 -170380.0400 30590.2250 No Ponding Normal 0 0.0000
15 N44 -166055.6050 26690.4250 No Ponding Normal 0 0.0000
16 N40 -171689.2050 27214.0600 No Ponding Normal 0 0.0000
17 N39 -169210.8050 17901.7100 No Ponding Normal 0 0.0000
18 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
19 N36 -171862.5500 8784.7780 No Ponding Normal 0 0.0000
20 N35 -174942.3100 8070.1485 No Ponding Normal 0 0.0000
21 N34 -180869.8450 8910.3920 No Ponding Normal 0 0.0000
22 N33 -180375.0100 6412.3160 No Ponding Normal 0 0.0000
23 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
24 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
25 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
26 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
27 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
28 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
29 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
30 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
31 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
32 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
33 N21 -185518.7450 11528.0300 No Ponding Normal 0 0.0000
34 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
35 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
36 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
37 N17 -189306.1300 11452.3900 No Ponding Normal 0 0.0000
38 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
39 N15 -194758.4350 18301.8800 No Ponding Normal 0 0.0000
40 N14B -191538.8150 13438.5550 No Ponding Normal 0 0.0000
41 N14A -195577.9400 14207.6650 No Ponding Normal 0 0.0000
42 N13 -199605.7150 14216.7650 No Ponding Normal 0 0.0000
43 N12 -202825.1500 14195.2450 No Ponding Normal 0 0.0000
44 N11 -206840.8500 15119.2750 No Ponding Normal 0 0.0000
45 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
46 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
47 N8 -207698.0100 6065.0360 No Ponding Normal 0 0.0000
48 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
49 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
50 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
51 N4 -211172.2100 11068.6850 No Ponding Normal 0 0.0000
52 N3 -210589.2150 16923.5400 No Ponding Normal 0 0.0000
53 N2 -211249.3400 21173.6250 No Ponding Normal 0 0.0000
54 N1 -212060.1150 25771.5150 No Ponding Normal 0 0.0000
55 N50 -179020.4400 28627.8600 No Ponding Normal 0 0.0000
56 N49 -178928.3200 24844.1900 No Ponding Normal 0 0.0000
57 N51 -180154.3150 14664.6700 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N53 8.9000 8.4000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 4946 N49 N46 5.0000 4.0000 No Design
4 5145 N51 N14B 4.8000 3.0000 No Design
5 4440 N44 N40 8.0000 6.0000 No Design
6 4342 N43 N42 9.2000 8.3000 No Design
7 4241 N42 N41 8.3000 7.6000 No Design
8 3736 N37 N36 7.0000 5.5200 No Design
9 3534 N35 N34 5.0000 4.8000 No Design
10 3422 N34 N22 4.6000 4.2000 No Design
11 3130 N31 N30 7.5000 5.7000 No Design
12 3024 N30 N24 4.2000 2.8600 No Design
13 3036 N30 N36 5.6200 5.5200 No Design
14 2827 N28 N27 8.3000 6.7000 No Design
15 2726 N27 N26 6.7000 6.5000 No Design
16 2629 N26 N29 6.5000 6.4000 No Design
17 2930 N29 N30 6.4000 5.6200 No Design
18 2725 N27 N25 5.3500 4.8700 No Design
19 2524 N25 N24 4.8700 2.8600 No Design
20 2422 N24 N22 2.5900 1.8600 No Design
21 L575 N23 N22 4.7000 3.4000 No Design
22 2117 N21 N17 3.0000 2.9500 No Design
23 1714B N17 N14B 2.9000 2.8500 No Design
24 1716 N17 N16 1.7500 1.3500 No Design
25 1615 N16 N15 1.3400 1.2100 No Design
26 1614A N16 N14A 1.6500 1.6000 No Design
27 4514B N45 N14B 3.5000 2.8500 No Design
28 4515 N45 N15 2.5000 1.2100 No Design
29 1502 N15 N2 1.2100 1.0500 No Design
30 14A13 N13 N14A 1.8600 1.6000 No Design
31 1312 N13 N12 1.8600 1.6800 No Design
32 1211 N12 N11 1.6800 1.3400 No Design
33 1103 N11 N3 1.3400 1.1000 No Design
34 0912 N9 N12 3.5000 2.0000 No Design
35 0908 N9 N8 2.5000 2.0000 No Design
36 0811 N8 N11 3.0000 2.0000 No Design
37 0804 N8 N4 2.0000 1.7000 No Design
38 0201 N2 N1 1.0500 0.9300 No Design
39 50b50 N50B N50 5.9000 5.7000 No Design
40 49b40 N49B N49 5.2000 5.0000 No Design
41 51b50 N51B N51 5.0000 4.8000 No Design
42 L610 N33 N14A 2.6000 1.6000 No Design
43 51b48 N51B N48 3.8000 3.6000 No Design
44 5352o N53 N52 8.4000 7.1000 No Design
45 5352u N53 N52 7.4000 6.1000 No Design
46 5238o N52 N38 7.1000 6.0000 No Design
47 5238u N52 N38 6.1000 5.0000 No Design
48 3851o N38 N51B 6.3000 5.0000 No Design
49 3851u N38 N51B 5.0000 3.8000 No Design
50 5049u N50B N49B 5.7000 5.0000 No Design
51 4948u N49B N48 4.0000 3.6000 No Design
52 4845o N48 N45 4.6000 3.5000 No Design
53 4845u N48 N45 3.6000 2.5000 No Design
54 4746o N47 N46 4.6000 4.0000 No Design
55 4746u N47 N46 3.6000 3.0000 No Design
56 4645o N46 N45 4.0000 3.5000 No Design
57 4645u N46 N45 3.0000 2.5000 No Design
58 4140o N41 N40 7.6000 6.6000 No Design
59 4140u N41 N40 6.6000 5.6000 No Design
60 4038o N40 N38 6.6000 6.0000 No Design
61 4038u N40 N38 5.6000 5.0000 No Design
62 3938o N39 N38 7.0000 6.0000 No Design
63 3938u N39 N38 6.0000 5.0000 No Design
64 3836o N38 N36 6.0000 5.5200 No Design
65 3836u N38 N36 5.0000 4.4700 No Design
66 3635o N36 N35 5.6000 5.4500 No Design
67 3635u N36 N35 4.4700 4.0000 No Design
68 3533o N35 N33 4.8600 4.6800 No Design
69 3533u N35 N33 4.0000 3.9000 No Design
70 2217o N22 N17 3.4000 2.9500 No Design
71 2217u N22 N17 1.8600 1.7500 No Design
72 2019o N20 N19 7.0000 6.0000 No Design
73 2019u N20 N19 6.0000 4.5000 No Design
74 1918o N19 N18 6.0000 3.0000 No Design
75 1918u N19 N18 4.5000 1.9000 No Design
76 1817o N18 N17 3.0000 2.9500 No Design
77 1817u N18 N17 1.9000 1.7500 No Design
78 1009o N10 N9 4.6000 3.5000 No Design
79 1009u N10 N9 3.6000 2.5000 No Design
80 0706o N7 N6 5.0000 4.5000 No Design
81 0706u N7 N6 4.0000 3.5000 No Design
82 0604o N6 N4 4.5000 2.8000 No Design
83 0604u N6 N4 3.5000 1.7000 No Design
84 0504o N5 N4 4.3000 2.8000 No Design
85 0504u N5 N4 3.3000 1.7000 No Design
86 0403o N4 N3 2.8000 2.0000 No Design
87 0403u N4 N3 1.7000 1.1000 No Design
88 0302o N3 N2 1.8200 1.8100 No Design
89 0302u N3 N2 1.1000 1.0500 No Design
90 14b14ao N14B N14A 2.9900 2.5000 No Design
91 14b14au N14B N14A 1.8000 1.6000 No Design
*==========================================*
| Storage Junction Data |
*==========================================*
MAXIMUM OR PEAK OR CROWN DEPTH
STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION STARTS
NUMBER OR NAME TYPE AREA (M2) (CUBIC MET.) (M) FROM
-------------- -------- ---------------- --------------- --------- -----------
N35 Stage/Area 599.0000 675.9485 10.0000 Node Invert
*==================================*
| Variable storage data for node |N35
*==================================*
Data Elevation Depth Area Volume
Point meters meters m^2 m^3
===== ========= ====== =========== ============
1 4.0000 0.0000 326.0000 0.0000
2 4.0125 0.0125 329.2500 4.0953
3 4.0250 0.0250 332.5000 8.2312
4 4.0375 0.0375 335.7500 12.4078
5 4.0500 0.0500 339.0000 16.6249
6 4.0625 0.0625 342.2500 20.8827
7 4.0750 0.0750 345.5000 25.1812
8 4.0875 0.0875 348.7500 29.5202
9 4.1000 0.1000 352.0000 33.8999
10 4.1125 0.1125 355.3750 38.3209
11 4.1250 0.1250 358.7500 42.7842
12 4.1375 0.1375 362.1250 47.2897
13 4.1500 0.1500 365.5000 51.8373
14 4.1625 0.1625 368.8750 56.4271
15 4.1750 0.1750 372.2500 61.0591
16 4.1875 0.1875 375.6250 65.7333
17 4.2000 0.2000 379.0000 70.4497
18 4.2125 0.2125 382.5000 75.2091
19 4.2250 0.2250 386.0000 80.0122
20 4.2375 0.2375 389.5000 84.8591
21 4.2500 0.2500 393.0000 89.7497
22 4.2625 0.2625 396.5000 94.6840
23 4.2750 0.2750 400.0000 99.6621
24 4.2875 0.2875 403.5000 104.6840
25 4.3000 0.3000 407.0000 109.7496
26 4.3125 0.3125 410.6250 114.8597
27 4.3250 0.3250 414.2500 120.0152
28 4.3375 0.3375 417.8750 125.2160
29 4.3500 0.3500 421.5000 130.4620
30 4.3625 0.3625 425.1250 135.7534
31 4.3750 0.3750 428.7500 141.0901
32 4.3875 0.3875 432.3750 146.4722
33 4.4000 0.4000 436.0000 151.8995
34 4.4125 0.4125 439.7500 157.3729
35 4.4250 0.4250 443.5000 162.8932
36 4.4375 0.4375 447.2500 168.4604
37 4.4500 0.4500 451.0000 174.0744
38 4.4625 0.4625 454.7500 179.7353
39 4.4750 0.4750 458.5000 185.4431
40 4.4875 0.4875 462.2500 191.1978
41 4.5000 0.5000 466.0000 196.9994
42 4.5125 0.5125 467.7500 202.8353
43 4.5250 0.5250 469.5000 208.6931
44 4.5375 0.5375 471.2500 214.5728
45 4.5500 0.5500 473.0000 220.4743
46 4.5625 0.5625 474.7500 226.3978
47 4.5750 0.5750 476.5000 232.3431
48 4.5875 0.5875 478.2500 238.3103
49 4.6000 0.6000 480.0000 244.2993
50 4.6125 0.6125 481.8750 250.3110
51 4.6250 0.6250 483.7500 256.3462
52 4.6375 0.6375 485.6250 262.4048
53 4.6500 0.6500 487.5000 268.4868
54 4.6625 0.6625 489.3750 274.5923
55 4.6750 0.6750 491.2500 280.7212
56 4.6875 0.6875 493.1250 286.8735
57 4.7000 0.7000 495.0000 293.0493
58 4.7125 0.7125 496.8750 299.2485
59 4.7250 0.7250 498.7500 305.4712
60 4.7375 0.7375 500.6250 311.7173
61 4.7500 0.7500 502.5000 317.9868
62 4.7625 0.7625 504.3750 324.2797
63 4.7750 0.7750 506.2500 330.5961
64 4.7875 0.7875 508.1250 336.9360
65 4.8000 0.8000 510.0000 343.2993
66 4.8125 0.8125 511.8750 349.6860
67 4.8250 0.8250 513.7500 356.0961
68 4.8375 0.8375 515.6250 362.5297
69 4.8500 0.8500 517.5000 368.9867
70 4.8625 0.8625 519.3750 375.4672
71 4.8750 0.8750 521.2500 381.9711
72 4.8875 0.8875 523.1250 388.4985
73 4.9000 0.9000 525.0000 395.0492
74 4.9125 0.9125 526.8750 401.6235
75 4.9250 0.9250 528.7500 408.2211
76 4.9375 0.9375 530.6250 414.8422
77 4.9500 0.9500 532.5000 421.4867
78 4.9625 0.9625 534.3750 428.1547
79 4.9750 0.9750 536.2500 434.8461
80 4.9875 0.9875 538.1250 441.5609
81 5.0000 1.0000 540.0000 448.2992
82 5.0125 1.0125 541.7500 455.0601
83 5.0250 1.0250 543.5000 461.8430
84 5.0375 1.0375 545.2500 468.6476
85 5.0500 1.0500 547.0000 475.4742
86 5.0625 1.0625 548.7500 482.3226
87 5.0750 1.0750 550.5000 489.1929
88 5.0875 1.0875 552.2500 496.0851
89 5.1000 1.1000 554.0000 502.9992
90 5.1375 1.1375 559.6250 523.8796
91 5.1750 1.1750 565.2500 544.9709
92 5.2125 1.2125 570.8750 566.2731
93 5.2500 1.2500 576.5000 587.7863
94 5.2875 1.2875 582.1250 609.5105
95 5.3250 1.3250 587.7500 631.4455
96 5.3625 1.3625 593.3750 653.5916
97 5.4000 1.4000 599.0000 675.9485
98 10.0000 6.0000 599.0000 675.9485
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE
MITIGATED CASE
Title from immediately preceding computational layer
EAGLE DRIVE
MITIGATED CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 38
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.32
#################################################
# Element numbers of interface inlet locations: #
#################################################
N37 N31 N28 N27 N35 N21 N20
N19 N18 N17 N54 N53 N52 N44
N43 N42 N40 N39 N38 N51B N50B
N47 N45 N10 N8 N7 N6 N5
N4 N11 N2 N49B N23 N22 N26
N29 N30 N36
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 1.0248 0.0111
5047 2.8812 0.0234
4946 2.4313 0.0167
5145 3.5733 0.0360
4440 10.0429 0.0444
4342 9.2249 0.0375
4241 8.1356 0.0292
3736 14.9983 0.0296
3534 3.6191 0.0200
3422 4.5448 0.0100
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
50b50 13.6470 0.0200
49b40 13.6470 0.0200
51b50 13.6470 0.0200
L610 0.9764 0.0077
51b48 0.0407 0.0095
5352o 1.1925 0.0394
5352u 0.0273 0.0371
5238o 1.6591 0.0314
5238u 0.0735 0.0268
3851o 1.4388 0.0236
3851u 0.0663 0.0218
5049u 0.0573 0.0189
4948u 0.0590 0.0200
4845o 2.5500 0.0183
4845u 0.1309 0.0183
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
4140o 7.7278 0.0263
4140u 0.3099 0.0313
4038o 9.0986 0.0088
4038u 0.2678 0.0088
3938o 6.1031 0.0250
3938u 0.0261 0.0250
3836o 9.9729 0.0120
3836u 0.3282 0.0133
3635o 16.4091 0.0150
3635u 0.5739 0.0470
3533o 2.6252 0.0180
3533u 0.0414 0.0100
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14b14ao 75.9084 0.0490
14b14au 0.1270 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 7.40 N52/ 0.00 / 6.10
N38/ 0.00 / 5.00 N51B/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50B/ 0.00 / 4.70 N49B/ 0.00 / 4.00 N47/ 0.00 / 3.60
N46/ 0.00 / 3.00 N45/ 0.00 / 2.50 N43/ 0.00 / 9.20
N42/ 0.00 / 8.30 N41/ 0.00 / 6.60 N44/ 0.00 / 8.00
N40/ 0.00 / 5.60 N39/ 0.00 / 6.00 N37/ 0.00 / 7.00
N36/ 0.00 / 4.47 N35/ 0.00 / 4.00 N34/ 0.00 / 4.10
N33/ 0.00 / 2.60 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
N50/ 0.00 / 5.70 N49/ 0.00 / 5.00 N51/ 0.00 / 4.80
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 4946/ 0.00
5145/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
51b48/ 0.00 5352o/ 0.00 5352u/ 0.00
5238o/ 0.00 5238u/ 0.00 3851o/ 0.00
3851u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533o/ 0.00 3533u/ 0.00
2217o/ 0.00 2217u/ 0.00 2019o/ 0.00
2019u/ 0.00 1918o/ 0.00 1918u/ 0.00
1817o/ 0.00 1817u/ 0.00 1009o/ 0.00
1009u/ 0.00 0706o/ 0.00 0706u/ 0.00
0604o/ 0.00 0604u/ 0.00 0504o/ 0.00
0504u/ 0.00 0403o/ 0.00 0403u/ 0.00
0302o/ 0.00 0302u/ 0.00 14b14ao/ 0.00
14b14au/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 4946/ 0.00
5145/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
51b48/ 0.00 5352o/ 0.00 5352u/ 0.00
5238o/ 0.00 5238u/ 0.00 3851o/ 0.00
3851u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533o/ 0.00 3533u/ 0.00
2217o/ 0.00 2217u/ 0.00 2019o/ 0.00
2019u/ 0.00 1918o/ 0.00 1918u/ 0.00
1817o/ 0.00 1817u/ 0.00 1009o/ 0.00
1009u/ 0.00 0706o/ 0.00 0706u/ 0.00
0604o/ 0.00 0604u/ 0.00 0504o/ 0.00
0504u/ 0.00 0403o/ 0.00 0403u/ 0.00
0302o/ 0.00 0302u/ 0.00 14b14ao/ 0.00
14b14au/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 4946/ 0.00
5145/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.01
51b48/ 0.00 5352o/ 0.00 5352u/ 0.00
5238o/ 0.00 5238u/ 0.00 3851o/ 0.00
3851u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533o/ 0.00 3533u/ 0.00
2217o/ 0.00 2217u/ 0.00 2019o/ 0.00
2019u/ 0.00 1918o/ 0.00 1918u/ 0.00
1817o/ 0.00 1817u/ 0.00 1009o/ 0.00
1009u/ 0.00 0706o/ 0.00 0706u/ 0.00
0604o/ 0.00 0604u/ 0.00 0504o/ 0.00
0504u/ 0.00 0403o/ 0.00 0403u/ 0.00
0302o/ 0.00 0302u/ 0.00 14b14ao/ 0.00
14b14au/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 4946/ 0.00
5145/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.02
51b48/ 0.00 5352o/ 0.00 5352u/ 0.00
5238o/ 0.00 5238u/ 0.00 3851o/ 0.00
3851u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533o/ 0.00 3533u/ 0.00
2217o/ 0.00 2217u/ 0.00 2019o/ 0.00
2019u/ 0.00 1918o/ 0.00 1918u/ 0.00
1817o/ 0.00 1817u/ 0.00 1009o/ 0.00
1009u/ 0.00 0706o/ 0.00 0706u/ 0.00
0604o/ 0.00 0604u/ 0.00 0504o/ 0.00
0504u/ 0.00 0403o/ 0.00 0403u/ 0.00
0302o/ 0.00 0302u/ 0.00 14b14ao/ 0.00
14b14au/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.40/ 7.40 5047/ 3.60/ 3.60 4946/ 3.00/ 3.00
5145/ 1.80/ 1.80 4440/ 5.60/ 5.60 4342/ 8.30/ 8.30
4241/ 6.60/ 6.60 3736/ 4.47/ 4.47 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 50b50/ 5.70/ 5.70
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.60/ 1.65
51b48/ 3.60/ 3.60 5352o/ 6.10/ 6.10 5352u/ 6.10/ 6.10
5238o/ 5.00/ 5.00 5238u/ 5.00/ 5.00 3851o/ 3.80/ 3.80
3851u/ 3.80/ 3.80 5049u/ 4.00/ 4.00 4948u/ 3.60/ 3.60
4845o/ 2.50/ 2.50 4845u/ 2.50/ 2.50 4746o/ 3.00/ 3.00
4746u/ 3.00/ 3.00 4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50
4140o/ 5.60/ 5.60 4140u/ 5.60/ 5.60 4038o/ 5.00/ 5.00
4038u/ 5.00/ 5.00 3938o/ 5.00/ 5.00 3938u/ 5.00/ 5.00
3836o/ 4.47/ 4.47 3836u/ 4.47/ 4.47 3635o/ 4.00/ 4.00
3635u/ 4.00/ 4.00 3533o/ 2.60/ 2.60 3533u/ 2.60/ 2.60
2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75 2019o/ 4.50/ 4.50
2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90 1918u/ 1.90/ 1.90
1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75 1009o/ 2.50/ 2.50
1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50 0706u/ 3.50/ 3.50
0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70 0504o/ 1.70/ 1.70
0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10 0403u/ 1.10/ 1.10
0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05 14b14ao/ 1.65/ 1.65
14b14au/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 60.0000
N53 1.7151 4.2878 35.0000
N52 1.9373 4.8432 185.0000
N38 2.3678 5.9196 0.0000
N51B 2.5374 6.3434 80.0000
N48 1.8556 4.6389 405.0000
N50B 1.8763 4.6907 120.0000
N49B 1.9939 4.9846 50.0000
N47 0.5253 1.3132 285.0000
N46 0.8903 2.2256 5.0000
N45 1.6325 4.0812 15.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 2.6901 6.7252 225.0000
N44 42.3897 50.0000 0.0000
N40 5.0136 12.5340 0.0000
N39 2.6472 6.6180 5.0000
N37 50.0000 50.0000 0.0000
N36 0.7682 1.9205 2310.0000
N35 24.4095 50.0000 0.0000
N34 0.6000 1.5001 20.0000
N33 3.4231 8.5579 155.0000
N31 37.0293 50.0000 0.0000
N30 1.9370 4.8424 540.0000
N29 47.8689 50.0000 0.0000
N28 32.3111 50.0000 0.0000
N27 3.5739 8.9346 85.0000
N26 50.0000 50.0000 0.0000
N25 3.7534 9.3835 0.0000
N24 1.8951 4.7377 10.0000
N23 13.2579 33.1447 0.0000
N22 0.8392 2.0981 15.0000
N21 1.5899 3.9747 95.0000
N20 0.5142 1.2856 255.0000
N19 0.5055 1.2637 260.0000
N18 2.2284 5.5711 160.0000
N17 6.6912 16.7279 0.0000
N16 1.5930 3.9824 5.0000
N15 8.8216 22.0540 0.0000
N14B 1.6251 4.0628 950.0000
N14A 13.2201 33.0502 0.0000
N13 14.4579 36.1447 0.0000
N12 27.9345 50.0000 0.0000
N11 32.0851 50.0000 0.0000
N10 1.6551 4.1377 135.0000
N9 1.6654 4.1636 180.0000
N8 0.9170 2.2924 40.0000
N7 1.4765 3.6913 215.0000
N6 1.8626 4.6565 25.0000
N5 1.3815 3.4538 270.0000
N4 1.2766 3.1914 5.0000
N3 22.6131 50.0000 0.0000
N2 25.5429 50.0000 0.0000
N1 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N51 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N36
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 32.4989 32.4989 50.0000 3.5000 0.0004 0.2699 Normal Soln
5047 50.0000 50.0000 50.0000 0.0000 0.0009 0.0581 Normal Soln
4946 50.0000 50.0000 50.0000 0.0000 0.0009 0.1072 Normal Soln
5145 50.0000 50.0000 50.0000 0.0000 0.0008 0.0881 Normal Soln
4440 27.7955 27.7955 41.5473 0.0000 0.0015 0.0513 Normal Soln
4342 15.3783 15.3783 27.0054 0.0000 0.0009 0.0395 Normal Soln
4241 11.8429 11.8429 18.3176 0.0000 0.0014 0.0899 Normal Soln
3736 45.0399 45.0399 50.0000 0.0000 0.0013 0.0270 Normal Soln
3534 6.3952 6.3952 15.4615 0.0000 0.0053 0.5502 Normal Soln
3422 21.6726 21.6726 50.0000 0.0000 0.0038 0.4116 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0018 0.0435 Normal Soln
3024 8.1401 8.1401 20.5202 0.0000 0.0027 1.9554 Normal Soln
3036 11.9684 11.9684 37.2302 0.0000 0.0040 0.2431 Normal Soln
2827 29.9374 29.9374 48.0304 0.0000 0.0013 0.0441 Normal Soln
2726 8.1621 8.1621 50.0000 0.0000 -0.0109 0.0785 Normal Soln
2629 33.3922 33.3922 50.0000 0.0000 0.0015 0.4273 Normal Soln
2930 24.8726 24.8726 45.6265 0.0000 0.0028 0.1594 Normal Soln
2725 5.0044 5.0044 12.8002 0.0000 0.0021 2.7227 Normal Soln
2524 14.5399 14.5399 32.5756 0.0000 0.0023 2.3146 Normal Soln
2422 6.3238 6.3238 17.5104 0.0000 -0.0073 1.8586 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0027 0.2423 Normal Soln
2117 6.9212 6.9212 23.7031 0.0000 -0.0040 0.1241 Normal Soln
1714B 17.8163 17.8163 50.0000 0.0000 -0.0062 0.4015 Normal Soln
1716 4.6994 4.6994 12.9709 0.0000 -0.0239 1.8643 Normal Soln
1615 3.9481 3.9481 9.9675 0.0000 -0.0083 3.8930 Normal Soln
1614A 1.8025 1.8025 5.3796 0.0000 -0.0183 4.6632 Normal Soln
4514B 16.5948 16.5948 27.9644 0.0000 0.0022 0.0352 Normal Soln
4515 5.7573 5.7573 13.2285 0.0000 0.0048 2.2320 Normal Soln
1502 15.1980 15.1980 33.8647 0.0000 0.0096 4.6729 Normal Soln
14A13 3.9464 3.9464 17.2032 0.0000 0.0071 0.4044 Normal Soln
1312 6.2367 6.2367 27.3609 0.0000 0.0079 0.4108 Normal Soln
1211 14.8571 14.8571 50.0000 0.0000 0.0060 0.2767 Normal Soln
1103 15.6733 15.6733 50.0000 0.0000 0.0062 0.1917 Normal Soln
0912 28.4908 28.4908 50.0000 0.0000 0.0006 0.0186 Normal Soln
0908 11.4138 11.4138 41.7742 0.0000 0.0022 3.1622 Normal Soln
0811 31.8770 31.8770 50.0000 0.0000 0.0016 0.0825 Normal Soln
0804 10.9133 10.9133 34.4932 0.0000 -0.0037 4.0643 Normal Soln
0201 3.0592 3.0592 7.3238 0.0000 -0.3094 0.1352 Normal Soln
50b50 8.3275 8.3275 12.4233 0.0000 -0.0053 0.0180 Normal Soln
49b40 7.8904 7.8904 12.3643 0.0000 0.0030 0.0249 Normal Soln
51b50 6.7870 6.7870 9.9435 0.0000 0.0026 0.0251 Normal Soln
L610 25.4333 25.4333 50.0000 0.0000 0.0051 1.4387 Normal Soln
51b48 4.2287 4.2287 12.5193 0.0000 0.0019 4.3729 Normal Soln
5352o 15.4664 15.4664 29.4847 0.0000 0.0012 0.4948 Normal Soln
5352u 6.6919 6.6919 16.7940 0.0000 0.0010 3.3408 Normal Soln
5238o 16.7589 16.7589 34.5744 0.0000 0.0014 0.3832 Normal Soln
5238u 8.1004 8.1004 22.7858 0.0000 0.0010 2.3324 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.1086 11.1086 36.8265 0.0000 0.0021 2.1944 Normal Soln
5049u 12.9635 12.9635 26.1273 0.0000 0.0041 2.7474 Normal Soln
4948u 3.8790 3.8790 11.7611 0.0000 0.0023 3.3149 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 -0.0002 0.0109 Normal Soln
4845u 12.6904 12.6904 36.9107 0.0000 0.0035 2.0120 Normal Soln
4746o 31.2265 31.2265 50.0000 0.0000 0.0005 0.0027 Normal Soln
4746u 5.4228 5.4228 17.8306 0.0000 0.0036 2.5645 Normal Soln
4645o 34.0157 34.0157 50.0000 0.0000 -0.0010 0.0108 Normal Soln
4645u 7.1010 7.1010 24.4493 0.0000 -0.0042 2.8819 Normal Soln
4140o 37.7197 37.7197 50.0000 0.0000 0.0009 0.0084 Normal Soln
4140u 6.3060 6.3060 17.6227 0.0000 0.0033 2.1916 Normal Soln
4038o 50.0000 50.0000 50.0000 0.0000 0.0007 0.0367 Normal Soln
4038u 14.1556 14.1556 46.2826 0.0000 0.0024 1.9869 Normal Soln
3938o 38.9228 38.9228 50.0000 0.0000 0.0059 0.0366 Normal Soln
3938u 8.8351 8.8351 29.7111 0.0000 0.0005 2.6400 Normal Soln
3836o 26.5395 26.5395 50.0000 0.0000 0.0031 0.1326 Normal Soln
3836u 7.8549 7.8549 24.5089 0.0000 0.0078 2.4802 Normal Soln
3635o 4.9059 4.9059 9.5066 0.0000 0.0079 0.1849 Normal Soln
3635u 1.6771 1.6771 3.8525 18.6667 -0.0123 1.4351 Normal Soln
3533o 2.3651 2.3651 3.7168 0.0000 0.0083 0.5009 Normal Soln
3533u 1.5558 1.5558 3.1829 97.8333 0.0002 1.8443 Normal Soln
2217o 18.2299 18.2299 33.7502 0.0000 -0.0052 0.1290 Normal Soln
2217u 5.6198 5.6198 16.6774 0.0000 -0.0122 3.6872 Normal Soln
2019o 23.2041 23.2041 38.2187 0.0000 0.0062 0.0506 Normal Soln
2019u 5.1534 5.1534 11.3669 0.0000 0.0141 2.2501 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0014 0.0069 Normal Soln
1918u 16.0102 16.0102 37.0239 0.0000 -0.0127 2.6724 Normal Soln
1817o 14.7823 14.7823 38.4513 0.0000 0.0072 0.2469 Normal Soln
1817u 3.9889 3.9889 9.9996 0.0000 0.0133 4.4369 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 -0.0005 0.0032 Normal Soln
1009u 10.4042 10.4042 30.3964 0.0000 0.0019 2.6452 Normal Soln
0706o 31.3528 31.3528 50.0000 0.0000 0.0012 0.0448 Normal Soln
0706u 6.7948 6.7948 24.7141 0.0000 -0.0023 2.0948 Normal Soln
0604o 32.2578 32.2578 50.0000 0.0000 0.0101 0.1334 Normal Soln
0604u 9.6413 9.6413 20.6352 0.0000 0.0027 2.4654 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0143 0.0217 Normal Soln
0504u 12.4465 12.4465 33.9607 0.0000 0.0019 2.9622 Normal Soln
0403o 15.9927 15.9927 34.8615 0.0000 -0.0054 0.0581 Normal Soln
0403u 3.4467 3.4467 7.7578 0.0000 -0.0162 1.6219 Normal Soln
0302o 5.5101 5.5101 15.0581 0.0000 0.0091 1.8225 Normal Soln
0302u 2.7210 2.7210 11.4890 0.0000 -0.0070 0.6798 Normal Soln
14b14ao 6.6238 6.6238 47.7274 0.0000 -0.0106 0.0436 Normal Soln
14b14au 1.9450 1.9450 5.8294 0.0000 -0.0040 2.9232 Normal Soln
The conduit with the smallest time step limitation was..3533u
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................0201
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 2.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.03 / 8.93/ N53/ 0.03 / 7.43/ N52/ 0.03 / 6.13/
N38/ 0.03 / 5.03/ N51B/ 0.06 / 3.86/ N48/ 0.04 / 3.64/
N50B/ 1.01 / 5.71/ N49B/ 0.01 / 4.01/ N47/ 0.02 / 3.62/
N46/ 0.02 / 3.02/ N45/ 0.04 / 2.54/ N43/ 0.01 / 9.21/
N42/ 0.01 / 8.31/ N41/ 0.02 / 6.62/ N44/ 0.01 / 8.01/
N40/ 0.03 / 5.63/ N39/ 0.01 / 6.01/ N37/ 0.01 / 7.01/
N36/ 0.33 / 4.80/ N35/ 0.80 / 4.80/ N34/ 0.50 / 4.60/
N33/ 0.12 / 2.72/ N31/ 0.00 / 7.50/ N30/ 0.04 / 4.24/
N29/ 0.02 / 6.42/ N28/ 0.01 / 8.31/ N27/ 0.04 / 5.39/
N26/ 0.03 / 6.53/ N25/ 0.03 / 4.90/ N24/ 0.05 / 2.64/
N23/ 0.02 / 4.72/ N22/ 0.08 / 1.94/ N21/ 1.00 / 3.00/
N20/ 0.03 / 6.03/ N19/ 0.05 / 4.55/ N18/ 0.09 / 1.99/
N17/ 0.08 / 1.83/ N16/ 0.21 / 1.55/ N15/ 0.26 / 1.47/
N14B/ 0.09 / 1.89/ N14A/ 0.28 / 1.88/ N13/ 0.02 / 1.88/
N12/ 0.03 / 1.71/ N11/ 0.07 / 1.41/ N10/ 0.02 / 3.62/
N9/ 0.02 / 2.52/ N8/ 0.03 / 2.03/ N7/ 0.02 / 4.02/
N6/ 0.04 / 3.54/ N5/ 0.02 / 3.32/ N4/ 0.04 / 1.74/
N3/ 0.08 / 1.18/ N2/ 0.13 / 1.18/ N1/ 0.12 / 1.05/
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/ 0.01 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.04*/
1615/ 0.09 / 1614A/ -0.06 / 4514B/ 0.00 /
4515/ 0.01*/ 1502/ 0.11 / 14A13/ 0.00 /
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.01*/
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/ 0.05*/
51b48/ 0.00 / 5352o/ 0.00 / 5352u/ 0.00 /
5238o/ 0.00 / 5238u/ 0.00*/ 3851o/ 0.00 /
3851u/ 0.00*/ 5049u/ 0.00 / 4948u/ 0.00*/
4845o/ 0.00*/ 4845u/ 0.00 / 4746o/ 0.00*/
4746u/ 0.00 / 4645o/ 0.00*/ 4645u/ 0.00*/
4140o/ 0.00*/ 4140u/ 0.00*/ 4038o/ 0.00*/
4038u/ 0.00*/ 3938o/ 0.00*/ 3938u/ 0.00*/
3836o/ 0.00*/ 3836u/ 0.00*/ 3635o/ 0.00 /
3635u/ 0.01 / 3533o/ 0.00 / 3533u/ 0.05 /
2217o/ 0.00*/ 2217u/ 0.01 / 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/ 0.00*/
0604o/ 0.00 / 0604u/ 0.01*/ 0504o/ 0.00*/
0504u/ 0.00*/ 0403o/ 0.00*/ 0403u/ 0.01*/
0302o/ 0.00 / 0302u/ 0.03 / 14b14ao/ 0.00*/
14b14au/ 0.00 / FREE # 1/ 0.14 /
Conduit/ Velocity
5453/ 0.13 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.31 / 4342/ 0.25 /
4241/ 0.33 / 3736/ 0.18 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.05 / 3024/ 0.98 /
3036/ 0.00 / 2827/ 0.23 / 2726/ 0.00 /
2629/ 0.08 / 2930/ 0.30 / 2725/ 0.71 /
2524/ 0.90 / 2422/ 0.67 / L575/ 0.13 /
2117/ 0.04 / 1714B/ 0.00 / 1716/ 0.55 /
1615/ 0.81 / 1614A/ -0.55 / 4514B/ 0.00 /
4515/ 0.27 / 1502/ 1.02 / 14A13/ 0.00 /
1312/ 0.04 / 1211/ 0.03 / 1103/ 0.08 /
0912/ 0.00 / 0908/ 0.32 / 0811/ 0.00 /
0804/ 0.38 / 0201/ 0.55 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.58 /
51b48/ 0.62 / 5352o/ 0.00 / 5352u/ 0.96 /
5238o/ 0.00 / 5238u/ 0.80 / 3851o/ 0.00 /
3851u/ 0.59 / 5049u/ 0.37 / 4948u/ 0.20 /
4845o/ 0.00 / 4845u/ 0.83 / 4746o/ 0.00 /
4746u/ 0.57 / 4645o/ 0.00 / 4645u/ 0.27 /
4140o/ 0.00 / 4140u/ 0.43 / 4038o/ 0.00 /
4038u/ 0.45 / 3938o/ 0.00 / 3938u/ 0.17 /
3836o/ 0.00 / 3836u/ 0.06 / 3635o/ 0.00 /
3635u/ 0.04 / 3533o/ 0.00 / 3533u/ 2.68 /
2217o/ 0.00 / 2217u/ 0.56 / 2019o/ 0.00 /
2019u/ 1.32 / 1918o/ 0.00 / 1918u/ 0.83 /
1817o/ 0.00 / 1817u/ 0.83 / 1009o/ 0.00 /
1009u/ 0.45 / 0706o/ 0.00 / 0706u/ 0.30 /
0604o/ 0.00 / 0604u/ 1.10 / 0504o/ 0.00 /
0504u/ 0.27 / 0403o/ 0.00 / 0403u/ 0.77 /
0302o/ 0.00 / 0302u/ 0.06 / 14b14ao/ 0.00 /
14b14au/ 0.00 /
Conduit/ Width
5453/ 0.77 / 5047/ 0.01 / 4946/ 0.01 /
5145/ 0.01 / 4440/ 0.29 / 4342/ 0.39 /
4241/ 0.43 / 3736/ 0.42 / 3534/ 0.04 /
3422/ 0.01 / 3130/ 1.43 / 3024/ 0.25 /
3036/ 3.07 / 2827/ 0.56 / 2726/ 8.93 /
2629/ 1.79 / 2930/ 1.40 / 2725/ 0.22 /
2524/ 0.21 / 2422/ 0.36 / L575/ 1.59 /
2117/ 0.68 / 1714B/ 1.61 / 1716/ 0.67 /
1615/ 0.69 / 1614A/ 0.65 / 4514B/ 0.03 /
4515/ 0.21 / 1502/ 0.69 / 14A13/ 0.97 /
1312/ 0.22 / 1211/ 0.62 / 1103/ 2.28 /
0912/ 0.02 / 0908/ 0.19 / 0811/ 0.10 /
0804/ 0.25 / 0201/ 2.68 / 50b50/ 0.00 /
49b40/ 0.98 / 51b50/ 0.75 / L610/ 0.63 /
51b48/ 0.18 / 5352o/ 0.04 / 5352u/ 0.12 /
5238o/ 0.03 / 5238u/ 0.16 / 3851o/ 0.01 /
3851u/ 0.18 / 5049u/ 0.10 / 4948u/ 0.13 /
4845o/ 0.34 / 4845u/ 0.20 / 4746o/ 0.08 /
4746u/ 0.14 / 4645o/ 0.02 / 4645u/ 0.18 /
4140o/ 0.00 / 4140u/ 0.17 / 4038o/ 0.01 /
4038u/ 0.23 / 3938o/ 0.03 / 3938u/ 0.10 /
3836o/ 0.15 / 3836u/ 0.31 / 3635o/ 0.01 /
3635u/ 0.22 / 3533o/ 1.00 / 3533u/ 0.09 /
2217o/ 0.05 / 2217u/ 0.46 / 2019o/ 0.16 /
2019u/ 0.26 / 1918o/ 0.03 / 1918u/ 0.38 /
1817o/ 0.06 / 1817u/ 0.42 / 1009o/ 0.01 /
1009u/ 0.17 / 0706o/ 0.04 / 0706u/ 0.17 /
0604o/ 0.06 / 0604u/ 0.24 / 0504o/ 0.24 /
0504u/ 0.17 / 0403o/ 0.01 / 0403u/ 0.40 /
0302o/ 0.02 / 0302u/ 1.50 / 14b14ao/ 0.02 /
14b14au/ 0.21 /
Junction/ EGL
N54/ 0.03 / N53/ 1.02 / N52/ 0.08 /
N38/ 0.07 / N51B/ 0.07 / N48/ 0.06 /
N50B/ 1.01 / N49B/ 1.02 / N47/ 0.02 /
N46/ 0.04 / N45/ 0.08 / N43/ 0.01 /
N42/ 0.02 / N41/ 1.02 / N44/ 0.01 /
N40/ 0.41 / N39/ 0.01 / N37/ 0.01 /
N36/ 1.06 / N35/ 0.80 / N34/ 0.50 /
N33/ 1.77 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.02 / N28/ 0.01 / N27/ 1.36 /
N26/ 0.03 / N25/ 0.06 / N24/ 0.36 /
N23/ 0.02 / N22/ 1.55 / N21/ 1.00 /
N20/ 0.03 / N19/ 0.14 / N18/ 0.12 /
N17/ 1.20 Section 4
/ N16/ 0.22 / N15/ 0.29 /
N14B/ 0.09 / N14A/ 0.30 / N13/ 0.02 /
N12/ 0.04 / N11/ 0.07 / N10/ 0.02 /
N9/ 0.03 / N8/ 0.04 / N7/ 0.02 /
N6/ 0.04 / N5/ 0.02 / N4/ 0.11 /
N3/ 0.11 / N2/ 0.18 / N1/ 0.14 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Junction/ Freeboard
N54/ 1.07 / N53/ 2.57 / N52/ 3.87 /
N38/ 4.97 / N51B/ 6.14 / N48/ 6.36 /
N50B/ 4.29 / N49B/ 5.99 / N47/ 6.38 /
N46/ 6.98 / N45/ 7.46 / N43/ 0.79 /
N42/ 1.69 / N41/ 3.38 / N44/ 1.99 /
N40/ 4.37 / N39/ 3.99 / N37/ 2.99 /
N36/ 5.20 / N35/ 5.20 / N34/ 5.40 /
N33/ 7.28 / N31/ 2.50 / N30/ 5.76 /
N29/ 3.58 / N28/ 1.69 / N27/ 4.61 /
N26/ 3.47 / N25/ 5.10 / N24/ 7.36 /
N23/ 5.28 / N22/ 8.06 / N21/ 7.00 /
N20/ 3.97 / N19/ 5.45 / N18/ 8.01 /
N17/ 8.17 / N16/ 8.45 / N15/ 8.53 /
N14B/ 8.11 / N14A/ 8.12 / N13/ 8.12 /
N12/ 8.29 / N11/ 8.59 / N10/ 6.38 /
N9/ 7.48 / N8/ 7.97 / N7/ 5.98 /
N6/ 6.46 / N5/ 6.68 / N4/ 8.26 /
N3/ 8.82 / N2/ 8.82 / N1/ 8.95 /
N50/ 4.30 / N49/ 5.00 / N51/ 5.20 /
Junction/ Max Volume
N54/ 0.16 / N53/ 1.10 / N52/ 1.11 /
N38/ 1.13 / N51B/ 1.22 / N48/ 1.01 /
N50B/ 1.22 / N49B/ 1.22 / N47/ 1.04 /
N46/ 1.06 / N45/ 1.11 / N43/ 0.08 /
N42/ 0.10 / N41/ 1.05 / N44/ 0.09 /
N40/ 1.09 / N39/ 1.03 / N37/ 0.07 /
N36/ 1.29 / N35/ 503.60 / N34/ 0.68 /
N33/ 1.26 / N31/ 0.02 / N30/ 1.58 /
N29/ 0.14 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.21 / N25/ 0.83 / N24/ 1.58 /
N23/ 0.12 / N22/ 1.76 / N21/ 1.17 /
N20/ 1.03 / N19/ 1.55 / N18/ 1.33 /
N17/ 1.42 / N16/ 1.84 / N15/ 1.29 /
N14B/ 1.30 / N14A/ 1.27 / N13/ 0.82 /
N12/ 0.85 / N11/ 1.00 / N10/ 1.01 /
N9/ 1.02 / N8/ 1.04 / N7/ 1.03 /
N6/ 1.06 / N5/ 1.02 / N4/ 1.15 /
N3/ 0.92 / N2/ 0.93 / N1/ 0.93 /
N50/ 0.02 / N49/ 0.03 / N51/ 0.02 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51B/ 0.00 / N48/ 0.00 /
N50B/ 0.00 / N49B/ 0.00 / N47/ 0.00 /
N46/ 0.00 / N45/ 0.00 / N43/ 0.00 /
N42/ 0.00 / N41/ 0.00 / N44/ 0.00 /
N40/ 0.00 / N39/ 0.00 / N37/ 0.00 /
N36/ 0.00 / N35/ 0.00 / N34/ 0.00 /
N33/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.01 / 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/ 0.02 / 3024/ 0.01 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.03 / 2930/ 0.02 / 2725/ 0.01 /
2524/ 0.00 / 2422/ 0.02 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.07 /
1615/ 0.12 / 1614A/ 0.10 / 4514B/ 0.00 /
4515/ 0.03 / 1502/ 0.10 / 14A13/ 0.14 /
1312/ 0.01 / 1211/ 0.02 / 1103/ 0.12 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.25 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.09 /
51b48/ 0.01 / 5352o/ 0.00 / 5352u/ 0.00 /
5238o/ 0.00 / 5238u/ 0.00 / 3851o/ 0.00 /
3851u/ 0.01 / 5049u/ 0.00 / 4948u/ 0.00 /
4845o/ 0.00 / 4845u/ 0.01 / 4746o/ 0.00 /
4746u/ 0.00 / 4645o/ 0.00 / 4645u/ 0.00 /
4140o/ 0.00 / 4140u/ 0.00 / 4038o/ 0.00 /
4038u/ 0.00 / 3938o/ 0.00 / 3938u/ 0.00 /
3836o/ 0.00 / 3836u/ 0.06 / 3635o/ 0.00 /
3635u/ 0.14 / 3533o/ 0.00 / 3533u/ 0.02 /
2217o/ 0.00 / 2217u/ 0.03 / 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/ 0.00 /
0604o/ 0.00 / 0604u/ 0.01 / 0504o/ 0.00 /
0504u/ 0.00 / 0403o/ 0.00 / 0403u/ 0.02 /
0302o/ 0.00 / 0302u/ 0.16 / 14b14ao/ 0.00 /
14b14au/ 0.04 /
Conduit/ Final Volume
5453/ 0.54 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.10 / 4342/ 0.07 /
4241/ 0.08 / 3736/ 0.17 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.94 / 3024/ 0.33 /
3036/ 0.00 / 2827/ 0.22 / 2726/ 0.06 /
2629/ 1.15 / 2930/ 0.78 / 2725/ 0.16 /
2524/ 0.38 / 2422/ 0.63 / L575/ 0.87 /
2117/ 0.14 / 1714B/ 0.00 / 1716/ 2.02 /
1615/ 3.11 / 1614A/ 1.00 / 4514B/ 0.00 /
4515/ 1.04 / 1502/ 9.29 / 14A13/ 1.35 /
1312/ 0.09 / 1211/ 0.81 / 1103/ 4.14 /
0912/ 0.00 / 0908/ 0.19 / 0811/ 0.00 /
0804/ 0.34 / 0201/ 2.47 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 12.28 /
51b48/ 0.13 / 5352o/ 0.00 / 5352u/ 0.09 /
5238o/ 0.00 / 5238u/ 0.14 / 3851o/ 0.00 /
3851u/ 0.31 / 5049u/ 0.03 / 4948u/ 0.05 /
4845o/ 0.00 / 4845u/ 0.33 / 4746o/ 0.00 /
4746u/ 0.09 / 4645o/ 0.00 / 4645u/ 0.27 /
4140o/ 0.00 / 4140u/ 0.09 / 4038o/ 0.00 /
4038u/ 0.33 / 3938o/ 0.00 / 3938u/ 0.07 /
3836o/ 0.00 / 3836u/ 2.41 / 3635o/ 0.00 /
3635u/ 1.42 / 3533o/ 0.00 / 3533u/ 0.20 /
2217o/ 0.00 / 2217u/ 0.90 / 2019o/ 0.00 /
2019u/ 0.24 / 1918o/ 0.00 / 1918u/ 2.06 /
1817o/ 0.00 / 1817u/ 0.54 / 1009o/ 0.00 /
1009u/ 0.12 / 0706o/ 0.00 / 0706u/ 0.11 /
0604o/ 0.00 / 0604u/ 0.39 / 0504o/ 0.00 /
0504u/ 0.25 / 0403o/ 0.00 / 0403u/ 0.37 /
0302o/ 0.00 / 0302u/ 4.70 / 14b14ao/ 0.00 /
14b14au/ 0.41 /
Conduit/ Hydraulic Radius
5453/ 0.01 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.00 / 4342/ 0.01 /
4241/ 0.01 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.02 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.03 /
2629/ 0.01 / 2930/ 0.01 / 2725/ 0.02 /
2524/ 0.02 / 2422/ 0.04 / L575/ 0.01 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.08 /
1615/ 0.13 / 1614A/ 0.12 / 4514B/ 0.00 /
4515/ 0.06 / 1502/ 0.12 / 14A13/ 0.07 /
1312/ 0.01 / 1211/ 0.03 / 1103/ 0.05 /
0912/ 0.00 / 0908/ 0.02 / 0811/ 0.00 /
0804/ 0.02 / 0201/ 0.09 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.11 /
51b48/ 0.03 / 5352o/ 0.00 / 5352u/ 0.02 /
5238o/ 0.00 / 5238u/ 0.02 / 3851o/ 0.00 /
3851u/ 0.03 / 5049u/ 0.01 / 4948u/ 0.02 /
4845o/ 0.00 / 4845u/ 0.02 / 4746o/ 0.00 /
4746u/ 0.01 / 4645o/ 0.00 / 4645u/ 0.02 /
4140o/ 0.00 / 4140u/ 0.01 / 4038o/ 0.00 /
4038u/ 0.02 / 3938o/ 0.00 / 3938u/ 0.01 /
3836o/ 0.00 / 3836u/ 0.07 / 3635o/ 0.00 /
3635u/ 0.13 / 3533o/ 0.00 / 3533u/ 0.03 /
2217o/ 0.00 / 2217u/ 0.05 / 2019o/ 0.00 /
2019u/ 0.03 / 1918o/ 0.00 / 1918u/ 0.04 /
1817o/ 0.00 / 1817u/ 0.05 / 1009o/ 0.00 /
1009u/ 0.01 / 0706o/ 0.00 / 0706u/ 0.02 /
0604o/ 0.00 / 0604u/ 0.03 / 0504o/ 0.00 /
0504u/ 0.02 / 0403o/ 0.00 / 0403u/ 0.04 /
0302o/ 0.00 / 0302u/ 0.09 / 14b14ao/ 0.00 /
14b14au/ 0.07 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.93/ 8.42 5047/ 3.62/ 3.62 4946/ 3.02/ 3.02/
5145/ 1.89/ 1.89 4440/ 8.01/ 6.01 4342/ 9.21/ 8.31/
4241/ 8.31/ 7.61 3736/ 7.01/ 5.52 3534/ 4.60/ 4.60/
3422/ 1.94/ 1.94 3130/ 7.50/ 5.70 3024/ 4.24/ 2.90/
3036/ 4.80/ 4.80 2827/ 8.31/ 6.71 2726/ 6.53/ 6.53/
2629/ 6.53/ 6.42 2930/ 6.42/ 5.64 2725/ 5.39/ 4.90/
2524/ 4.90/ 2.89 2422/ 2.64/ 1.94 L575/ 4.72/ 3.41/
2117/ 3.00/ 2.95 1714B/ 1.89/ 1.89 1716/ 1.83/ 1.55/
1615/ 1.55/ 1.47 1614A/ 1.79/ 1.88 4514B/ 1.89/ 1.89/
4515/ 2.54/ 1.47 1502/ 1.47/ 1.18 14A13/ 1.88/ 1.88/
1312/ 1.88/ 1.71 1211/ 1.71/ 1.41 1103/ 1.41/ 1.18/
0912/ 1.71/ 1.71 0908/ 2.52/ 2.03 0811/ 1.41/ 1.41/
0804/ 2.03/ 1.74 0201/ 1.18/ 1.05 50b50/ 5.70/ 5.70/
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.72/ 1.88/
51b48/ 3.86/ 3.64 5352o/ 6.13/ 6.13 5352u/ 7.43/ 6.13/
5238o/ 5.03/ 5.03 5238u/ 6.13/ 5.03 3851o/ 3.86/ 3.86/
3851u/ 5.03/ 3.86 5049u/ 5.71/ 5.01 4948u/ 4.01/ 3.64/
4845o/ 2.54/ 2.54 4845u/ 3.64/ 2.54 4746o/ 3.02/ 3.02/
4746u/ 3.62/ 3.02 4645o/ 2.54/ 2.54 4645u/ 3.02/ 2.54/
4140o/ 5.63/ 5.63 4140u/ 6.62/ 5.63 4038o/ 5.03/ 5.03/
4038u/ 5.63/ 5.03 3938o/ 5.03/ 5.03 3938u/ 6.01/ 5.03/
3836o/ 4.80/ 4.80 3836u/ 5.03/ 4.80 3635o/ 4.80/ 4.80/
3635u/ 4.80/ 4.80 3533o/ 2.72/ 2.72 3533u/ 4.80/ 4.00/
2217o/ 1.83/ 1.83 2217u/ 1.94/ 1.83 2019o/ 4.55/ 4.55/
2019u/ 6.03/ 4.55 1918o/ 1.99/ 1.99 1918u/ 4.55/ 1.99/
1817o/ 1.83/ 1.83 1817u/ 1.99/ 1.83 1009o/ 2.52/ 2.52/
1009u/ 3.62/ 2.52 0706o/ 3.54/ 3.54 0706u/ 4.02/ 3.54/
0604o/ 1.74/ 1.74 0604u/ 3.54/ 1.74 0504o/ 1.74/ 1.74/
0504u/ 3.32/ 1.74 0403o/ 1.18/ 1.18 0403u/ 1.74/ 1.18/
0302o/ 1.18/ 1.18 0302u/ 1.18/ 1.18 14b14ao/ 1.88/ 1.88/
14b14au/ 1.89/ 1.88
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 1440
Total number of passes in the simulation........ 5457
Total number of time steps during simulation.... 5033
Ratio of actual # of time steps / NTCYC......... 3.495
Average number of iterations per time step...... 1.084
Average time step size(seconds)................ 1.431
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 1.760
Average minimum implicit time step (sec)........ 1.674
Average minimum junction time step (sec)........ 1.674
Average Courant Factor Tf....................... 1.674
Number of times omega reduced................... 57
*=========================================================*
| 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 1.06 5332 0 6 0 0 0
N53 0 1.20 6057 0 17 1 0 0
N52 0 1.40 7054 0 10 1 0 0
N38 0 1.76 8865 0 6 0 0 0
N51B 0 1.17 5878 1 13 1 0 0
N48 0 1.13 5678 0 7 0 0 0
N50B 0 1.13 5710 0 10 1 0 0
N49B 0 1.20 6015 0 11 1 0 0
N47 0 1.17 5864 0 7 0 0 0
N46 0 1.30 6530 1 6 0 0 0
N45 0 1.43 7175 1 7 0 0 0
N43 0 1.12 5647 0 4 0 0 0
N42 0 1.22 6135 0 7 0 0 0
N41 0 1.42 7161 0 9 0 0 0
N44 0 1.19 5981 0 10 1 0 0
N40 0 1.52 7651 0 13 1 0 0
N39 0 1.08 5415 0 4 0 0 0
N37 0 1.14 5753 0 5 0 0 0
N36 0 1.70 8540 0 13 1 0 0
N35 0 1.71 8599 0 13 1 0 0
N34 0 1.44 7247 0 15 1 0 0
N33 0 1.19 5991 0 5 0 0 0
N31 0 1.19 5975 0 9 0 0 0
N30 0 1.69 8516 0 15 2 0 0
N29 0 1.39 6976 0 6 0 0 0
N28 0 1.18 5916 0 6 0 0 0
N27 0 1.74 8740 1 26 2 1 0
N26 0 1.54 7752 0 5 0 0 0
N25 0 1.21 6071 0 10 1 0 0
N24 0 1.33 6692 0 6 0 0 0
N23 0 1.30 6559 0 6 0 0 0
N22 0 1.87 9402 13 10 2 0 0
N21 0 1.88 9440 1 19 1 0 0
N20 0 1.36 6863 2 27 2 1 0
N19 0 1.51 7584 0 11 2 0 0
N18 0 1.68 8462 0 8 0 0 0
N17 0 2.31 11604 1 9 0 0 0
N16 0 1.74 8777 1 14 8 0 0
N15 0 1.26 6366 0 7 0 0 0
N14B 0 1.92 9667 1 10 1 0 0
N14A 0 2.05 10321 3 14 13 0 0
N13 0 1.65 8283 0 6 0 0 0
N12 0 1.53 7722 0 6 0 0 0
N11 0 1.58 7970 0 11 1 0 0
N10 0 1.23 6215 0 5 0 0 0
N9 0 1.37 6890 0 6 0 0 0
N8 0 1.49 7518 1 14 2 0 0
N7 0 1.25 6296 1 15 2 0 0
N6 0 1.59 7984 1 8 0 0 0
N5 0 1.21 6096 1 24 2 0 0
N4 0 1.81 9132 2 22 2 0 0
N3 0 1.99 10027 0 6 0 0 0
N2 0 1.71 8590 0 6 0 0 0
N1 0 1.64 8242 25 25 19 1 0
N50 0 1.10 5560 0 7 0 0 0
N49 0 1.13 5666 0 5 0 0 0
N51 0 1.16 5837 0 9 0 0 0
Total number of iterations for all junctions.. 413989
Minimum number of possible iterations......... 286881
Efficiency of the simulation.................. 1.44
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 9.0628 0 36 0.0000 0.9372 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.5024 0 35 0.0000 1.4976 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.2113 0 35 0.0000 2.7887 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.1348 0 36 0.0000 3.8652 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0210 0 35 0.0000 4.9790 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6085 0 40 0.0000 5.3915 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.9151 0 35 0.0000 4.0849 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2180 0 35 0.0000 4.7820 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6356 0 36 0.0000 5.3644 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0615 0 39 0.0000 5.9385 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6092 0 40 0.0000 6.3908 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2773 0 35 0.0000 0.7227 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.4044 0 35 0.0000 1.5956 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 7.6501 0 35 0.0000 2.3499 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.0901 0 35 0.0000 1.9099 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.6879 0 36 0.0000 3.3121 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0252 0 35 0.0000 2.9748 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0668 0 35 0.0000 2.9332 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.0000 5.7558 0 37 0.0000 4.2442 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.8500 5.1011 0 38 0.0000 4.8989 554.1629 0.0000 0.0000 0.0000
N34 10.0000 5.0000 4.7844 0 39 0.0000 5.2156 1.0000 0.0000 0.0000 0.0000
N33 10.0000 5.4800 3.8606 0 39 0.0000 6.1394 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5234 0 35 0.0000 2.4766 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.7826 0 37 0.0000 4.2174 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5386 0 35 0.0000 3.4614 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3807 0 35 0.0000 1.6193 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7298 0 35 0.0000 3.2702 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7146 0 36 0.0000 3.2854 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6967 0 40 0.4517 4.3033 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1651 0 40 0.8551 5.8349 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8204 0 35 0.0000 5.1796 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.6220 0 40 0.0000 6.3780 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1707 0 40 0.0000 6.8293 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0280 0 35 0.0000 2.9720 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0511 0 37 0.0000 3.9489 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2309 0 40 0.0000 6.7691 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1707 0 40 0.0000 6.8293 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1750 0 40 0.7750 6.8250 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.4971 0 42 0.4621 7.5029 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1029 0 41 0.0000 6.8971 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.8738 0 41 0.0000 7.1262 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6827 0 41 0.0000 7.3173 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.5284 0 43 0.0000 7.4716 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.3395 0 43 0.0000 7.6605 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6086 0 35 0.0000 5.3914 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5201 0 36 0.0000 6.4799 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0448 0 35 0.0000 6.9552 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0305 0 35 0.0000 4.9695 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5622 0 35 0.0000 5.4378 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3224 0 31 0.0000 5.6776 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8511 0 36 0.0000 7.1489 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0203 0 42 0.0000 7.9797 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9794 0 42 0.0000 8.0206 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.8605 0 42 0.0000 8.1395 1.0000 0.0000 0.0000 0.0000
N50 10.0000 6.1000 5.7195 0 35 0.0000 4.2805 1.0000 0.0000 0.0000 0.0000
N49 10.0000 5.4000 5.0258 0 35 0.0000 4.9742 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8240 0 35 0.0000 5.1760 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 0.1128 0 36 0.4620 0 36 0.1100 9.0628 8.5040 .4071 .2601
5047 2.8812 1.4600 200.0000 0.0606 0 35 0.3125 0 34 0.0211 5.7195 4.6356 .0977 .1778
4946 2.4313 1.2321 200.0000 0.0811 0 35 0.3141 0 33 0.0333 5.0258 4.0615 .1288 .3075
5145 3.5733 1.8108 200.0000 0.1059 0 35 0.4187 0 24 0.0296 4.8240 3.1029 .1200 .5144
4440 10.0429 4.8092 400.0000 0.1661 0 35 1.0831 0 8 0.0165 8.0901 6.6879 .2252 1.719 *
4342 9.2249 4.4176 400.0000 0.1217 0 35 0.8887 0 35 0.0132 9.2773 8.4044 .1934 .2611
4241 8.1356 3.8959 400.0000 0.2373 0 35 1.3102 0 35 0.0292 8.4044 7.7039 .2611 .2597
3736 14.9983 3.6090 400.0000 0.1317 0 35 0.6261 0 7 0.0088 7.0668 5.7558 .1669 .5895
3534 3.6191 1.0570 200.0000 0.9469 0 38 0.6468 0 38 0.2616 5.1011 4.8685 .5054 .3424
3422 4.5448 1.1500 400.0000 0.9336 0 39 0.6540 0 40 0.2054 4.7844 4.2973 .4609 .2434
3130 13.5508 2.2744 300.0000 0.1951 0 35 0.3826 0 23 0.0144 7.5234 5.7826 .0779 .2755
3024 0.4621 2.9058 450.0000 0.3993 0 20 2.4858 0 20 0.8640 5.7826 4.1651 3.517 2.900
3036 6.7857 1.4251 400.0000 0.6045 0 37 0.4836 0 37 0.0891 5.7826 5.7558 .4066 .5895
2827 15.5945 3.7524 400.0000 0.2252 0 35 1.0410 0 35 0.0144 8.3807 6.7806 .2018 .2015
2726 18.5574 3.1124 300.0000 0.3998 0 35 0.2079 0 10 0.0215 6.7298 6.7146 .0992 .7153
2629 2.4524 0.5150 400.0000 0.3911 0 36 0.3607 0 36 0.1595 6.7146 6.5386 .5365 .3464
2930 11.6053 2.4373 400.0000 0.7298 0 35 1.0534 0 34 0.0629 6.5386 5.7826 .3464 .4066
2725 0.2218 2.0080 375.0000 0.2598 0 10 2.3447 0 10 1.1713 6.7298 5.6967 3.679 2.204
2524 0.2779 2.5163 375.0000 0.2616 0 12 2.4574 0 10 0.9413 5.6967 4.1651 2.204 3.480
2422 0.8401 2.9711 600.0000 0.6331 0 19 2.2274 0 19 0.7536 4.1651 3.6220 2.625 2.936
L575 4.4056 1.1111 300.0000 0.3609 0 35 0.4649 0 25 0.0819 4.8204 3.6220 .4015 .7401
2117 10.3655 2.0976 500.0000 0.1935 0 35 0.4222 0 23 0.0187 3.1707 3.1707 .3413 .4414
1714B 8.1188 0.9553 500.0000 1.2804 0 40 0.4879 0 41 0.1577 3.1707 3.1029 .5414 .5058
1716 3.1532 3.6415 1050.000 2.0276 0 25 2.3130 0 25 0.6430 3.1707 3.1749 1.353 1.738
1615 0.7725 1.7486 750.0000 1.2039 0 25 2.7092 0 25 1.5584 3.1750 2.4971 2.446 1.716
1614A 0.7872 1.7819 750.0000 0.8244 0 25 1.8589 0 25 1.0472 3.1750 2.8738 2.033 1.698
4514B 28.0567 3.5017 450.0000 0.3922 0 40 0.8643 0 13 0.0140 3.6092 3.1029 .2426 .5620
4515 0.1942 2.7467 300.0000 0.1730 0 8 2.4191 0 8 0.8908 3.6092 2.4971 3.697 4.290
1502 0.6052 1.1322 825.0000 1.3569 0 26 2.6584 0 23 2.2420 2.4967 1.9794 1.559 1.126
14A13 16.6072 0.8411 1700.000 -3.0834 0 41 -0.5813 0 41 -0.1857 2.8738 2.6827 .5964 .6369
1312 15.7543 0.6101 1400.000 3.0829 0 41 0.5117 0 39 0.1957 2.6827 2.5284 .5876 .6060
1211 22.0747 0.6694 1700.000 3.0297 0 42 0.3448 0 42 0.1372 2.5284 2.3395 .4990 .5879
1103 34.9730 0.7240 2000.000 3.3357 0 43 0.4130 0 43 0.0954 2.3395 2.0203 .4997 .4601
0912 7.4604 1.8954 400.0000 0.0533 0 36 0.0284 0 36 0.0071 3.5201 2.5284 .0503 1.320 *
0908 0.1628 1.4741 375.0000 0.1336 0 23 1.1969 0 23 0.8207 3.5201 3.0448 2.720 2.786
0811 6.0914 1.5476 400.0000 0.1649 0 35 0.2423 0 24 0.0271 3.0448 2.3395 .1120 .8487
0804 0.2208 1.3886 450.0000 0.2320 0 30 1.4496 0 30 1.0507 3.0448 2.8511 2.321 2.557
0201 142.3584 2.9703 2000.000 5.7815 0 42 1.3662 1 1 0.0406 1.9794 1.8605 .4647 .4652
50b50 13.6470 6.9913 400.0000 0.0627 0 35 0.8071 0 32 0.0046 5.9151 5.7195 .0378 .0489
49b40 13.6470 6.9913 400.0000 0.0834 0 35 0.8088 0 35 0.0061 5.2180 5.0258 .0450 .0644
51b50 13.6470 6.9913 400.0000 0.1079 0 35 1.0057 0 35 0.0079 5.0210 4.8240 .0525 .0600
L610 0.9764 2.2101 750.0000 0.7069 0 38 1.5932 0 38 0.7240 3.8606 2.8738 1.680 1.698
51b48 0.0407 1.0234 225.0000 0.0676 0 6 1.6774 0 6 1.6614 5.0210 4.6085 5.426 4.482
5352o 1.1925 2.1371 300.0000 0.2165 0 35 1.1193 0 35 0.1816 8.5024 7.2113 .3412 .3709
5352u 0.0273 1.5423 150.0000 0.0365 1 25 2.0842 1 27 1.3408 8.5024 7.2113 7.349 7.408
5238o 1.6591 2.2063 400.0000 0.2213 0 35 1.0123 0 35 0.1334 7.2113 6.1348 .2782 .3370
5238u 0.0735 1.8497 225.0000 0.0730 1 16 1.7994 1 16 0.9930 7.2113 6.1348 4.939 5.043
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1348 5.0210 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0610 0 36 1.4935 0 36 0.9193 6.1348 5.0210 5.043 5.426
5049u 0.0573 1.4423 225.0000 0.0546 0 32 1.4161 0 15 0.9523 5.9151 5.2180 .9562 .9688
4948u 0.0590 1.4830 225.0000 0.0693 0 35 1.7005 0 7 1.1755 5.2180 4.6085 5.413 4.482
4845o 2.5500 1.2922 200.0000 0.0134 0 40 0.0826 0 7 0.0052 4.6085 3.6092 .0424 .5458
4845u 0.1309 1.8523 300.0000 0.1162 0 7 1.6261 0 7 0.8872 4.6085 3.6092 3.361 3.697
4746o 17.3588 2.8540 400.0000 0.0233 0 36 0.3215 0 36 0.0013 4.6356 4.0615 .0889 .1537
4746u 0.1498 2.1194 300.0000 0.1006 0 32 1.4021 0 32 0.6716 4.6356 4.0615 3.451 3.538
4645o 15.8729 2.3953 400.0000 0.0777 0 39 0.3058 0 39 0.0049 4.0615 3.6092 .1537 .2729
4645u 0.1105 1.5637 300.0000 0.0970 0 38 1.3497 0 38 0.8775 4.0615 3.6092 3.538 3.697
4140o 7.7278 3.7006 400.0000 0.0323 0 35 0.4208 0 35 0.0042 7.6501 6.6879 .1253 .2198
4140u 0.3099 2.8063 375.0000 0.2029 0 34 1.8158 0 34 0.6545 7.6501 6.6879 2.800 2.901
4038o 9.0986 2.1894 400.0000 0.1666 0 36 0.4061 0 36 0.0183 6.6879 6.1348 .2198 .3370
4038u 0.2678 1.6839 450.0000 0.2358 0 35 1.4692 0 35 0.8807 6.6879 6.1348 2.417 2.521
3938o 6.1031 3.1255 400.0000 0.0653 0 35 0.3547 0 11 0.0107 7.0252 6.1348 .0630 .3370
3938u 0.0261 1.4762 150.0000 0.0246 0 8 1.3463 0 8 0.9424 7.0252 6.1348 6.834 7.565
3836o 9.9729 2.0945 400.0000 0.5671 0 36 0.5168 0 36 0.0569 6.1348 5.7558 .3370 .5895
3836u 0.3282 2.0635 450.0000 0.2620 0 14 1.6321 0 14 0.7983 6.1348 5.7558 2.521 2.857
3635o 16.4091 3.0563 400.0000 1.3462 0 37 1.0519 0 37 0.0820 5.7558 5.6057 .3895 .3892
3635u 0.5739 3.6087 450.0000 0.3906 0 14 2.5958 0 11 0.6806 5.7558 5.1011 2.857 2.446
3533o 2.6252 3.2815 800.0000 0.6425 0 38 2.6905 0 38 0.2448 5.1011 4.9160 .3014 .2951
3533u 0.0414 2.0715 100.0000 0.0646 0 38 3.1418 0 38 1.5584 5.1011 4.0000 11.01 1.000
2217o 14.0423 2.7133 500.0000 0.9043 0 40 1.0370 0 48 0.0644 3.6220 3.1717 .4441 .4435
2217u 0.6241 1.4127 750.0000 0.9335 0 47 2.0996 0 47 1.4956 3.6220 3.1707 2.349 1.894
2019o 11.6942 3.9474 300.0000 0.2300 0 35 0.7850 0 34 0.0197 7.0280 6.0511 .0933 .1704
2019u 0.6375 4.0085 450.0000 0.4229 0 43 2.6448 0 43 0.6634 7.0280 6.0511 2.284 3.447
1918o 18.5045 3.0423 400.0000 0.0641 0 37 0.0715 0 37 0.0035 6.0511 3.2309 .1278 .5772
1918u 0.9440 3.3387 600.0000 0.8476 0 36 2.9711 0 36 0.8979 6.0511 3.2309 2.585 2.218
1817o 9.1593 1.0777 500.0000 0.8747 0 40 0.5722 0 26 0.0955 3.2309 3.1707 .4617 .4414
1817u 0.5070 1.7932 600.0000 0.6249 0 14 2.2014 0 14 1.2326 3.2309 3.1707 2.218 2.367
1009o 8.3091 3.0021 300.0000 0.0133 0 35 0.1867 0 35 0.0016 4.6086 3.5201 .0287 .0670
1009u 0.2415 2.1864 375.0000 0.1836 0 35 1.6449 0 35 0.7605 4.6086 3.5201 2.689 2.720
0706o 7.2322 2.5950 300.0000 0.0941 0 35 0.3416 0 35 0.0130 5.0305 4.5622 .1017 .2073
0706u 0.1248 1.7661 300.0000 0.0871 0 12 1.2139 0 12 0.6977 5.0305 4.5622 3.435 3.540
0604o 9.6606 3.5639 300.0000 0.4288 0 35 1.0631 0 35 0.0444 4.5622 2.8620 .2073 .2066
0604u 0.3116 2.8210 375.0000 0.3073 0 20 2.7623 0 20 0.9864 4.5622 2.8511 2.832 3.069
0504o 8.6316 3.1456 300.0000 0.0668 0 35 0.5327 0 31 0.0077 4.3224 2.8511 .0746 .1702
0504u 0.1541 2.1802 300.0000 0.1329 0 23 1.8556 0 23 0.8626 4.3224 2.8511 3.407 3.836
0403o 9.0589 2.2976 400.0000 0.2631 0 36 0.5737 0 36 0.0290 2.8511 2.0415 .1276 .1037
0403u 1.9283 4.3647 750.0000 1.1342 0 25 2.5791 0 25 0.5882 2.8511 2.0203 1.534 1.227
0302o 2.9365 0.3239 300.0000 2.6753 0 42 0.6641 0 45 0.9111 2.0203 1.9794 .6675 .5648
0302u 3.2556 3.6173 600.0000 0.7848 0 55 0.8707 0 55 0.2411 2.0203 1.9794 1.533 1.549
14b14ao 75.9084 3.3944 500.0000 1.6516 0 41 0.2095 0 40 0.0218 3.1029 2.8738 .2258 .7476
14b14au 0.1270 1.7965 300.0000 0.1232 0 21 1.7155 0 21 0.9703 3.1029 2.8738 4.343 4.246
FREE # 1 Undefnd Undefnd Undefn 5.8128 0 42
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
5453 0.1667 0.0000 0.0000 119.8333 0.0818 0.2441 0.0616
5047 58.1944 10.0000 0.0000 51.8056 0.0254 0.2506 0.0063
4946 22.3611 24.0486 0.0000 73.5903 0.0391 0.3875 0.0085
5145 18.1944 30.4306 0.0000 71.3750 0.0563 0.5622 0.0114
4440 0.1667 69.7917 0.0000 50.0417 0.1428 1.0144 0.0632
4342 0.1667 119.8333 0.0000 0.0000 0.0441 0.1369 0.0808
4241 0.1667 0.0000 0.0000 119.8333 0.0513 0.1813 0.1364
3736 0.1667 74.3611 0.0000 45.4722 0.0695 0.8437 0.0261
3534 74.5208 0.0000 0.0000 45.4792 0.0854 1.4641 0.0548
3422 37.4444 0.0000 0.0000 82.5556 0.1410 1.4276 0.0921
3130 0.1667 24.8194 0.0000 95.0139 0.0486 0.9688 0.0104
3024 0.1667 46.6528 0.0000 73.1806 0.1335 0.1635 3.2279
3036 57.9514 36.5417 25.5069 0.0000 0.1018 1.2527 0.0962
2827 0.1667 0.0000 0.0000 119.8333 0.0397 0.2164 0.0839
2726 76.6875 43.3125 0.0000 0.0000 0.1103 2.2271 0.0218
2629 0.2500 119.7500 0.0000 0.0000 0.0943 1.0849 0.0637
2930 0.2500 19.9583 0.0000 99.7917 0.0802 0.7306 0.1513
2725 0.1667 119.8333 0.0000 0.0000 0.1083 0.1139 2.1297
2524 0.1667 46.4931 0.0000 73.3403 0.1119 0.1156 2.0515
2422 0.1667 119.8333 0.0000 0.0000 0.1679 0.2907 3.3550
L575 0.1667 25.7083 0.0000 94.1250 0.0838 1.3918 0.0511
2117 2.5417 30.3889 0.0000 87.0694 0.1862 1.8992 0.0200
1714B 68.8472 30.2847 20.8681 0.0000 0.1187 2.6247 0.1277
1716 0.1667 116.8333 0.0000 3.0000 0.2938 0.8902 3.4605
1615 0.1667 119.8333 0.0000 0.0000 0.2276 0.4522 4.0459
1614A 2.9444 90.7917 26.2639 0.0000 0.2280 0.4626 2.2104
4514B 45.8333 51.0833 0.0000 23.0833 0.0889 1.5677 0.0611
4515 0.1667 119.8333 0.0000 0.0000 0.0859 0.0728 2.3807
1502 0.1667 119.8333 0.0000 0.0000 0.2348 0.5470 2.6216
14A13 7.1389 112.8611 0.0000 0.0000 0.3693 5.3048 0.6093
1312 7.1667 112.8333 0.0000 0.0000 0.3204 6.1130 0.4230
1211 7.5000 112.5000 0.0000 0.0000 0.4601 8.7939 0.3183
1103 0.1667 119.8333 0.0000 0.0000 0.3487 8.0842 0.3957
0912 104.0903 15.9097 0.0000 0.0000 0.1780 1.8796 0.0066
0908 0.1667 119.8333 0.0000 0.0000 0.1049 0.1137 1.2193
0811 97.8472 21.3194 0.0000 0.8333 0.1602 1.6672 0.0181
0804 0.1667 119.8333 0.0000 0.0000 0.1296 0.1642 1.3013
0201 0.1667 119.8333 0.0000 0.0000 0.3533 6.8579 0.8726
50b50 94.2431 25.7569 0.0000 0.0000 0.0170 0.0822 0.0132
49b40 72.1319 47.8681 0.0000 0.0000 0.0213 0.1032 0.0177
51b50 44.8125 75.1875 0.0000 0.0000 0.0221 0.1073 0.0226
L610 2.9167 117.0833 0.0000 0.0000 0.2099 0.4543 2.0083
51b48 0.1667 119.8333 0.0000 0.0000 0.0651 0.0410 1.4678
5352o 38.4444 19.0000 0.0000 62.5556 0.0960 0.1936 0.1193
5352u 0.1667 119.8333 0.0000 0.0000 0.0454 0.0184 1.6815
5238o 52.5903 55.6181 0.0000 11.7917 0.1075 0.2202 0.1223
5238u 0.1667 119.8333 0.0000 0.0000 0.0638 0.0411 1.9403
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 0.0411 1.7573
5049u 2.9167 49.5208 0.0000 67.5625 0.0682 0.0392 0.3005
4948u 0.2500 119.7500 0.0000 0.0000 0.0659 0.0410 1.8925
4845o 68.2847 51.5486 0.0000 0.1667 0.0528 0.5289 0.0015
4845u 0.1667 119.8333 0.0000 0.0000 0.0909 0.0738 1.5420
4746o 109.6667 10.3333 0.0000 0.0000 0.0227 0.0793 0.0144
4746u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.4554
4645o 95.2708 24.7292 0.0000 0.0000 0.0408 0.2544 0.0261
4645u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.4646
4140o 114.3333 5.6667 0.0000 0.0000 0.0325 0.0789 0.0282
4140u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1140 1.9349
4038o 98.5208 21.4792 0.0000 0.0000 0.0563 0.4107 0.0452
4038u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 1.6317
3938o 69.3472 47.7361 0.0000 2.9167 0.0700 0.3525 0.0145
3938u 0.2500 119.7500 0.0000 0.0000 0.0428 0.0184 1.2902
3836o 60.1042 59.8958 0.0000 0.0000 0.0934 1.1145 0.0947
3836u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 1.8715
3635o 49.5486 0.0000 0.0000 70.4514 0.0991 1.2797 0.1638
3635u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 2.1522
3533o 37.0556 0.0000 0.0000 82.9444 0.1616 0.2388 0.6419
3533u 0.5000 0.0000 0.0000 119.5000 0.0396 0.0206 1.8868
2217o 89.7639 9.5903 0.0000 20.6458 0.0782 1.0280 0.1952
2217u 0.1667 119.8333 0.0000 0.0000 0.2269 0.4522 3.2961
2019o 106.9167 7.8542 0.0000 5.2292 0.0370 0.3660 0.0239
2019u 0.1667 119.8333 0.0000 0.0000 0.1353 0.1655 2.5311
1918o 110.4792 9.5208 0.0000 0.0000 0.0556 0.9243 0.0099
1918u 0.1667 119.8333 0.0000 0.0000 0.1679 0.2912 4.2740
1817o 77.8681 16.0208 0.0000 26.1111 0.0940 1.8556 0.1088
1817u 0.1667 119.8333 0.0000 0.0000 0.1825 0.2942 2.2270
1009o 116.2083 3.7917 0.0000 0.0000 0.0123 0.0719 0.0025
1009u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1139 1.6673
0706o 89.1181 30.8819 0.0000 0.0000 0.0374 0.2772 0.0157
0706u 0.1667 119.8333 0.0000 0.0000 0.0888 0.0728 1.2438
0604o 79.4236 0.0000 0.0000 40.5764 0.0505 0.4034 0.0660
0604u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1135 2.6674
0504o 105.0819 9.4167 0.0000 5.5014 0.0300 0.2091 0.0117
0504u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0730 1.8637
0403o 109.2917 0.9375 0.0000 9.7708 0.0463 0.4585 0.0265
0403u 0.1667 119.8333 0.0000 0.0000 0.2280 0.4591 2.4670
0302o 86.8125 15.8125 0.0000 17.3750 0.1341 4.0882 0.1210
0302u 0.1667 119.8333 0.0000 0.0000 0.3110 0.9868 0.6873
14b14ao 79.7917 36.9306 0.0000 3.2778 0.1494 7.8997 0.0509
14b14au 6.7222 113.2778 0.0000 0.0000 0.0839 0.0727 1.8064
*===========================================*
| 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 0.0374 269.0079 0.0003 0.9988 0.3821 0.0449 0.1157 2.9878
5047 0.0052 37.3460 0.0002 0.5651 0.4839 0.0034 0.0330 0.0350
4946 0.0133 96.0905 0.0003 0.8536 0.6329 0.0085 0.0835 0.0350
5145 0.0309 222.6108 0.0003 0.8836 0.6981 0.0167 0.1656 0.0350
4440 0.0497 357.7460 0.0007 0.9988 0.5703 0.0780 0.5125 1.1952
4342 0.0367 264.4561 0.0005 0.9988 0.9320 0.0257 0.0546 1.1951
4241 0.0708 509.5432 0.0009 0.9988 1.1678 0.0298 0.0718 1.1951
3736 0.0394 283.6264 0.0006 0.9988 0.4794 0.0341 0.2575 1.3279
3534 0.1169 841.3775 0.0024 0.4423 0.3276 0.0167 0.2836 0.0450
3422 0.1178 848.2746 0.0021 0.7415 0.4804 0.0295 0.2958 0.0450
3130 0.0587 422.2929 0.0008 0.9988 0.8764 0.0140 0.2786 2.3239
3024 0.2034 1464.2439 0.0012 0.9988 1.2361 0.0961 0.0990 0.8632
3036 0.0743 534.6044 0.0013 0.5657 0.0909 0.0363 0.2979 0.0202
2827 0.0678 487.8971 0.0008 0.9988 1.0631 0.0231 0.0867 1.3279
2726 0.0507 365.3629 0.0018 0.3886 0.0864 0.0546 0.5723 0.0200
2629 0.0619 445.8865 0.0010 0.9988 0.1758 0.0401 0.2846 2.3239
2930 0.1744 1255.9938 0.0017 0.9988 0.8002 0.0379 0.2347 1.3279
2725 0.1371 986.7804 0.0008 0.9988 1.0091 0.0842 0.0799 0.8632
2524 0.1367 984.4249 0.0009 0.9966 1.2948 0.0819 0.0708 0.0134
2422 0.3407 2453.0028 0.0020 0.9988 0.8236 0.1319 0.1946 0.8632
L575 0.1056 760.1707 0.0014 0.9988 0.4082 0.0386 0.3850 2.9878
2117 0.0587 422.9381 0.0014 0.9875 0.6779 0.0438 0.4397 0.0200
1714B 0.1094 787.9809 0.0034 0.4699 0.0481 0.0347 0.5239 0.0211
1716 0.9964 7174.3273 0.0076 0.9988 0.7036 0.2275 0.5793 0.8632
1615 0.7480 5385.2655 0.0040 0.9988 0.6773 0.1830 0.3842 0.8632
1614A 0.2485 1789.2278 0.0043 0.9845 0.2278 0.1769 0.3551 0.0130
4514B 0.1013 729.0181 0.0015 0.6777 0.3597 0.0313 0.4169 0.0212
4515 0.1232 886.9118 0.0007 0.9988 0.8172 0.0713 0.0642 0.8632
1502 0.8702 6265.5581 0.0038 0.9988 0.9463 0.2015 0.4074 0.8632
14A13 -0.7520 -5414.640 0.0085 0.9624 0.0001 0.2573 1.9678 0.1228
1312 0.7531 5422.6128 0.0078 0.9617 0.1378 0.1861 2.0791 0.1190
1211 0.7511 5408.1297 0.0071 0.9601 0.0899 0.2205 3.2284 0.1237
1103 0.9001 6480.5884 0.0084 0.9988 0.1274 0.2479 2.9306 8.2995
0912 0.0031 22.4543 0.0001 0.1522 0.0057 0.0774 0.8052 0.0450
0908 0.0579 416.5700 0.0007 0.9988 0.6255 0.0771 0.0640 0.9295
0811 0.0153 110.2267 0.0004 0.2136 0.0422 0.0377 0.3871 0.0450
0804 0.1001 720.3962 0.0012 0.9988 0.5509 0.0985 0.1050 0.8632
0201 2.3360 16819.428 0.0264 0.9988 0.4771 0.2568 2.5334 2.6559
50b50 0.0054 38.8513 0.0003 0.2253 0.3842 0.0026 0.0125 0.0100
49b40 0.0138 99.1169 0.0004 0.4256 0.6847 0.0062 0.0262 0.0100
51b50 0.0310 223.5421 0.0004 0.6847 1.3279 0.0098 0.0461 0.0100
L610 0.2626 1890.6827 0.0015 0.9845 0.4713 0.1594 0.2775 0.0130
51b48 0.0402 289.6132 0.0003 0.9988 0.5577 0.0538 0.0352 0.9295
5352o 0.0552 397.1155 0.0007 0.7387 0.7820 0.0370 0.0716 0.0350
5352u 0.0235 169.5230 0.0001 0.9988 0.8975 0.0359 0.0156 0.9295
5238o 0.0427 307.7365 0.0009 0.6147 0.5056 0.0348 0.0685 0.0350
5238u 0.0509 366.6446 0.0003 0.9988 0.8508 0.0514 0.0324 0.8632
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0039 0.0071 0.0350
3851u 0.0441 317.6372 0.0002 0.9988 0.6058 0.0530 0.0345 0.8632
5049u 0.0281 202.1579 0.0002 0.9847 1.1371 0.0498 0.0224 0.0140
4948u 0.0426 306.5290 0.0002 0.9988 0.5504 0.0502 0.0326 0.9295
4845o 0.0046 33.2107 0.0000 0.4623 0.0507 0.0223 0.2224 0.0350
4845u 0.0783 563.7380 0.0004 0.9988 0.6813 0.0683 0.0587 0.8632
4746o 0.0010 7.2757 0.0001 0.0995 0.0357 0.0025 0.0072 0.0224
4746u 0.0689 496.3208 0.0004 0.9988 0.7500 0.0585 0.0437 0.8632
4645o 0.0057 40.8341 0.0003 0.2404 0.0451 0.0125 0.0634 0.0217
4645u 0.0782 562.7211 0.0004 0.9988 0.3462 0.0651 0.0564 0.9295
4140o 0.0007 4.8696 0.0001 0.0542 0.0193 0.0026 0.0056 0.0190
4140u 0.0702 505.1634 0.0009 0.9988 0.8853 0.0731 0.0631 0.8632
4038o 0.0106 76.4315 0.0002 0.2114 0.0456 0.0123 0.0730 0.0188
4038u 0.1256 904.6484 0.0007 0.9988 0.5753 0.0938 0.1171 0.8632
3938o 0.0105 75.5626 0.0002 0.4528 0.1418 0.0221 0.1100 0.0250
3938u 0.0153 110.5023 0.0001 0.9988 0.5284 0.0340 0.0146 0.7968
3836o 0.0912 656.9107 0.0019 0.5464 0.1690 0.0344 0.3031 0.0203
3836u 0.1661 1195.9772 0.0011 0.9988 0.4300 0.1043 0.1367 0.8632
3635o 0.2168 1561.1485 0.0046 0.6428 0.6154 0.0306 0.2831 0.0210
3635u 0.2039 1468.3733 0.0011 0.9988 0.5878 0.1121 0.1530 0.9295
3533o 0.2093 1507.1921 0.0015 0.6947 1.3729 0.0800 0.1067 0.0150
3533u 0.0535 384.9856 0.0001 0.9976 2.8789 0.0327 0.0195 0.0454
2217o 0.1001 720.8847 0.0020 0.2937 0.1977 0.0180 0.1377 0.0217
2217u 0.5027 3619.7106 0.0030 0.9988 0.6640 0.1704 0.3053 0.8632
2019o 0.0151 108.6046 0.0007 0.1295 0.1709 0.0031 0.0306 0.0200
2019u 0.1688 1215.4526 0.0017 0.9988 1.5476 0.0959 0.0826 0.8632
1918o 0.0027 19.7877 0.0002 0.0906 0.0054 0.0136 0.1890 0.0216
1918u 0.3289 2367.8289 0.0031 0.9988 1.1422 0.1287 0.1639 0.8632
1817o 0.1509 1086.1227 0.0026 0.3868 0.1633 0.0267 0.3526 0.0209
1817u 0.2701 1944.3696 0.0028 0.9988 0.6440 0.1405 0.2065 0.8632
1009o 0.0002 1.5668 0.0000 0.0362 0.0161 0.0008 0.0048 0.0216
1009u 0.0605 435.6348 0.0007 0.9988 1.0925 0.0690 0.0490 0.9295
0706o 0.0088 63.1927 0.0004 0.2786 0.1341 0.0069 0.0464 0.0210
0706u 0.0463 333.4432 0.0004 0.9988 0.6813 0.0649 0.0453 0.8632
0604o 0.0553 398.1644 0.0015 0.3648 0.4920 0.0105 0.0733 0.0208
0604u 0.1745 1256.6919 0.0011 0.9988 1.3486 0.0848 0.0775 0.8632
0504o 0.0041 29.7678 0.0003 0.1419 0.1233 0.0025 0.0164 0.0211
0504u 0.0552 397.1147 0.0006 0.9988 0.8647 0.0636 0.0446 0.8632
0403o 0.0131 94.5619 0.0007 0.1027 0.0902 0.0034 0.0338 0.0450
0403u 0.4921 3542.8094 0.0040 0.9988 0.9971 0.1644 0.2696 0.8632
0302o 0.3336 2401.9777 0.0060 0.3253 0.1645 0.0259 0.6817 0.0271
0302u 1.0750 7739.6693 0.0025 0.9988 0.2135 0.2183 0.6804 0.4648
14b14ao 0.1855 1335.7363 0.0047 0.3751 0.0838 0.0290 1.3614 0.0350
14b14au 0.0568 408.6679 0.0004 0.9656 0.2821 0.0721 0.0644 0.0140
FREE # 1 2.3359 16818.171
*===============================================================*
| 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 0.1128 0.0000 0.5477 0.1040 0.1386 9.0628 8.5040 Max Flow
5047 0.0606 0.0000 0.5516 0.0157 0.0193 5.7195 4.6295 Max Flow
4946 0.0811 0.0000 0.3709 0.0189 0.0256 5.0258 4.0457 Max Flow
5145 0.1059 0.0000 0.1479 0.0227 0.0240 4.8240 3.0838 Max Flow
4440 0.1661 0.0000 0.0075 0.1148 0.0898 8.0901 6.6811 Max Flow
4342 0.1217 0.0000 0.3947 0.1014 0.0771 9.2773 8.4044 Max Flow
4241 0.2373 0.0000 0.7006 0.1313 0.1039 8.4044 7.7039 Max Flow
3736 0.1316 0.0000 0.0218 0.0796 0.0665 7.0668 5.7406 Max Flow
3534 0.9469 0.0000 0.2251 0.0685 0.0895 5.1011 4.8685 Max Flow
3422 0.9336 0.0000 0.4719 0.0973 0.1524 4.7844 4.2973 Max Flow
3130 0.1951 0.0000 0.2031 0.0211 0.0232 7.5234 5.7714 Max Flow
3024 0.3993 1.0089 0.9803 0.4182 0.3230 5.6571 3.6602 Max Flow
3036 0.6044 0.0000 0.0383 0.1431 0.1626 5.7826 5.7555 Max Flow
2827 0.2252 0.0000 1.5999 0.0985 0.0806 8.3807 6.7806 Max Flow
2726 0.3996 0.0000 0.0025 0.0345 0.0294 6.7298 6.7107 Max Flow
2629 0.3910 0.0000 0.1667 0.1207 0.2033 6.7146 6.5385 Max Flow
2930 0.7296 0.0000 0.5887 0.1559 0.1383 6.5385 5.7765 Max Flow
2725 0.2592 0.8483 0.6029 0.3502 0.3750 6.7002 5.2275 Max Flow
2524 0.2615 0.4702 1.5777 0.3509 0.2894 5.2953 3.2097 Max Flow
2422 0.6329 0.2624 0.4102 0.5136 0.3891 3.6443 2.9734 Max Flow
L575 0.3608 0.0000 0.4392 0.1013 0.1204 4.8204 3.5764 Max Flow
2117 0.1930 0.0000 0.0009 0.0334 0.0441 3.1271 3.1272 Max Flow
1714B 1.2804 0.0000 0.0642 0.2006 0.2723 3.1706 3.1028 Max Flow
1716 2.0272 -0.1654 0.1612 0.8102 0.6125 3.0396 3.0341 Max Flow
1615 1.2030 0.4167 0.3117 0.6631 0.7500 3.0407 2.3093 Max Flow
1614A 0.8227 0.3926 0.0542 0.5621 0.6518 3.0325 2.5851 Max Flow
4514B 0.3922 0.0000 0.0227 0.1208 0.1091 3.6092 3.1019 Max Flow
4515 0.1729 0.6439 0.9995 1.0057 0.2207 3.5057 1.8600 Max Flow
1502 1.3568 -0.2092 0.7556 0.6971 0.8250 2.3106 1.7883 Max Flow
14A13 0.0008 0.0000 0.0001 0.0041 0.0175 1.9117 1.9118 Max Flow
1312 3.0825 0.0000 0.1603 0.5109 0.8179 2.6827 2.5241 Max Flow
1211 3.0291 0.0000 0.1928 0.4926 0.8239 2.5283 2.3390 Max Flow
1103 3.3349 0.0000 0.3140 0.5011 0.9995 2.3395 2.0177 Max Flow
0912 0.0533 0.0000 0.0009 0.0137 0.0194 3.5201 2.4361 Max Flow
0908 0.1336 0.1591 0.3296 0.2695 0.2586 3.5030 3.0147 Max Flow
0811 0.1649 0.0000 0.0251 0.0305 0.0444 3.0448 2.2493 Max Flow
0804 0.2320 0.1889 0.3269 0.3392 0.3940 2.9996 2.4838 Max Flow
0201 5.7704 0.0000 0.1206 0.7456 0.9286 1.9794 1.8586 Max Flow
50b50 0.0625 0.0000 0.1333 0.0252 0.0145 5.9151 5.7195 Max Flow
49b40 0.0833 0.0000 0.1111 0.0312 0.0176 5.2180 5.0257 Max Flow
51b50 0.1077 0.0000 0.1631 0.0368 0.0202 5.0210 4.8239 Max Flow
L610 0.7069 0.4809 0.5196 0.5210 0.4732 3.8597 2.8595 Max Flow
51b48 0.0673 0.3277 0.5335 0.2071 0.2250 4.7893 3.9236 Max Flow
5352o 0.2165 0.0000 1.1516 0.1133 0.1022 8.5023 7.2111 Max Flow
5352u 0.0365 0.0809 2.0953 1.0140 0.1500 8.4141 6.2379 Max Flow
5238o 0.2213 0.0000 0.8595 0.1149 0.1112 7.2113 6.1310 Max Flow
5238u 0.0730 0.1509 1.0406 0.2106 0.1832 7.1026 5.9103 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0610 0.1548 0.9620 0.2006 0.1700 6.1347 5.0186 Max Flow
5049u 0.0546 0.1433 0.5542 0.1927 0.1756 5.9137 5.2166 Max Flow
4948u 0.0693 0.0825 0.5256 0.2083 0.2250 5.2180 4.6084 Max Flow
4845o 0.0134 0.0000 0.0024 0.0049 0.0084 4.6085 3.6092 Max Flow
4845u 0.1161 0.4558 0.8472 0.2606 0.2200 4.4920 3.1839 Max Flow
4746o 0.0232 0.0000 0.1470 0.0382 0.0350 4.6355 4.0576 Max Flow
4746u 0.1006 0.3254 0.2625 0.2456 0.1800 4.6098 4.0222 Max Flow
4645o 0.0777 0.0000 0.0878 0.0638 0.0612 4.0615 3.6090 Max Flow
4645u 0.0970 0.0803 0.3725 0.2417 0.2181 4.0613 3.6087 Max Flow
4140o 0.0321 0.0000 0.2017 0.0591 0.0498 7.6501 6.6854 Max Flow
4140u 0.2029 0.5512 0.4187 0.3257 0.2213 7.6403 6.6706 Max Flow
4038o 0.1665 0.0000 0.1679 0.0869 0.0876 6.6879 6.1347 Max Flow
4038u 0.2358 0.0971 0.4568 0.3420 0.3280 6.6871 6.1334 Max Flow
3938o 0.0653 0.0000 0.0315 0.0260 0.0243 7.0252 6.1287 Max Flow
3938u 0.0244 0.3092 0.8208 0.1381 0.1153 7.0111 5.8923 Max Flow
3836o 0.5671 0.0000 0.1050 0.1394 0.1346 6.1348 5.7538 Max Flow
3836u 0.2620 0.1003 0.3315 0.3594 0.3040 6.0692 5.6379 Max Flow
3635o 1.3461 0.0847 0.1502 0.1609 0.1557 5.7558 5.6057 Max Flow
3635u 0.3905 0.9990 0.2014 0.4163 0.2723 5.6365 4.4267 Max Flow
3533o 0.6425 -0.2842 0.1850 0.3478 0.2360 5.1011 4.9160 Max Flow
3533u 0.0646 0.8710 0.2300 1.1011 0.1000 5.1011 4.0000 Max Flow
2217o 0.9042 0.0000 0.4500 0.2217 0.2218 3.6220 3.1717 Max Flow
2217u 0.9334 0.2215 0.2428 0.5971 0.7500 3.5670 3.1016 Max Flow
2019o 0.2298 0.0000 0.5332 0.0381 0.0276 7.0280 6.0409 Max Flow
2019u 0.4214 1.1991 0.6488 0.4230 0.2672 6.9677 5.1209 Max Flow
1918o 0.0641 0.0000 0.0106 0.0584 0.0508 6.0511 3.2266 Max Flow
1918u 0.8476 0.7646 2.0589 0.5615 0.4445 6.0496 3.2241 Max Flow
1817o 0.8746 0.0000 0.0586 0.1719 0.2317 3.2309 3.1696 Max Flow
1817u 0.6241 0.2050 0.2254 0.5108 0.6000 3.0149 2.5864 Max Flow
1009o 0.0133 0.0000 0.2626 0.0075 0.0069 4.6086 3.5186 Max Flow
1009u 0.1836 0.4675 0.6226 0.3131 0.2448 4.6084 3.5183 Max Flow
0706o 0.0940 0.0000 0.1319 0.0310 0.0301 5.0305 4.5613 Max Flow
0706u 0.0871 0.2551 0.2362 0.2298 0.1846 5.0067 4.5155 Max Flow
0604o 0.4288 0.0000 1.6999 0.0793 0.0620 4.5622 2.8620 Max Flow
0604u 0.3073 0.5196 1.7256 1.0118 0.3030 4.5119 2.2636 Max Flow
0504o 0.0668 0.0000 0.3433 0.0251 0.0220 4.3223 2.8484 Max Flow
0504u 0.1329 0.5767 1.1576 0.2727 0.2150 4.3040 2.5607 Max Flow
0403o 0.2630 0.0000 0.8012 0.0415 0.0466 2.8511 2.0415 Max Flow
0403u 1.1341 0.7470 0.1947 0.6484 0.4136 2.7600 1.8219 Max Flow
0302o 2.6753 0.0000 0.0333 0.1345 0.2660 2.0203 1.9794 Max Flow
0302u 0.7845 0.0661 0.0029 0.3032 0.1826 1.8860 1.8171 Max Flow
14b14ao 1.6516 0.0000 0.0068 0.1218 0.1125 3.1029 2.8733 Max Flow
14b14au 0.1232 0.3206 0.1824 0.2662 0.2383 2.9969 2.4913 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 26.1667 93.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 25.3333 36.5000 58.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4946 25.3333 72.3333 22.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5145 19.3333 82.3333 18.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4440 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4241 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 8.8333 36.6667 74.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 19.1667 63.3333 37.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 42.5000 77.3333 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 62.1667 57.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 115.0000 0.0000 0.0000 0.0000 5.0000 0.0000 None
2629 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 0.8333 13.5000 105.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 73.3333 9.3333 3.0000 0.0000 33.1667 0.0000 None
2524 0.1667 0.1667 119.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 70.6667 3.6667 0.0000 32.3333 12.1667 0.0000 None
L575 31.5000 88.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 41.0000 76.5000 2.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 51.1667 68.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 25.5000 42.3333 0.0000 33.3333 17.6667 0.0000 None
1615 0.5000 19.0000 0.5000 2.1667 70.3333 0.0000 27.5000 0.0000 None
1614A 0.1667 2.1667 0.0000 54.0000 45.8333 15.6667 2.1667 0.0000 None
4514B 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.6667 0.5000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 80.6667 20.6667 0.1667 0.0000 18.5000 0.0000 0.0000 0.0000 None
14A13 0.0000 113.0000 7.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 3.5000 109.3333 7.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 112.6667 7.3333 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 8.3333 104.0000 0.0000 7.6667 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 78.0000 4.8333 0.0000 23.3333 12.6667 0.0000 None
0811 0.0000 22.1667 97.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 6.3333 41.3333 0.0000 37.0000 6.5000 28.8333 0.0000 None
0201 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
50b50 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
49b40 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
51b50 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L610 0.0000 0.0000 90.0000 0.0000 0.0000 0.0000 30.0000 0.0000 None
51b48 2.6667 0.8333 26.0000 0.0000 83.5000 0.0000 7.0000 0.0000 None
5352o 1.5000 12.3333 106.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.0000 1.1667 116.8333 0.0000 1.3333 0.0000 0.6667 0.0000 None
5238o 5.6667 43.3333 71.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.1667 1.0000 102.6667 0.0000 0.0000 0.0000 16.1667 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 43.5000 0.0000 0.0000 0.0000 75.3333 0.0000 None
5049u 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4948u 1.0000 0.1667 39.0000 0.8333 49.6667 26.8333 2.5000 0.0000 None
4845o 0.1667 51.5000 68.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 1.1667 108.8333 0.0000 0.0000 0.0000 10.0000 0.0000 None
4746o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.6667 0.5000 70.0000 4.8333 0.0000 25.8333 18.1667 0.0000 None
4645o 0.0000 14.3333 105.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 35.1667 4.1667 0.0000 77.8333 1.6667 0.0000 None
4140o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4140u 0.0000 1.1667 97.3333 0.0000 0.0000 0.0000 21.5000 0.0000 None
4038o 0.0000 21.5000 98.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038u 0.0000 1.1667 43.6667 23.6667 0.0000 46.5000 5.0000 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 59.0000 2.3333 0.0000 0.0000 57.5000 0.0000 None
3836o 0.0000 23.8333 96.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 32.5000 3.3333 0.0000 75.0000 8.0000 0.0000 None
3635o 0.0000 0.0000 115.5000 0.0000 0.0000 0.0000 4.5000 0.0000 None
3635u 0.8333 0.3333 14.3333 28.5000 0.0000 68.3333 7.6667 0.0000 None
3533o 0.0000 0.0000 97.1667 0.0000 0.0000 0.0000 22.8333 0.0000 None
3533u 0.0000 0.5000 24.5000 0.0000 0.0000 0.0000 95.0000 0.0000 None
2217o 1.1667 2.6667 116.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 38.8333 37.0000 0.1667 0.0000 44.0000 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019u 0.0000 1.0000 109.5000 0.0000 0.0000 0.0000 9.5000 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 13.8333 28.3333 77.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 2.8333 21.6667 3.8333 13.8333 31.6667 46.1667 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 18.6667 101.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 74.0000 1.0000 0.0000 41.6667 2.1667 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.