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m100y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:37.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\eagill\mitigate.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\Eagle\Flows.int
Input File to Layer # 2 C:\XPS\Eagle\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=5.0 5.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 76
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 92
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 92
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 649
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 52
Number of Storage junctions in Extran (NVSE)........ 1
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 13
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 76
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 92
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
EAGLE DRIVE
MITIGATED CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 9.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 12
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 107.0000 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 1904 540 N37#2 3816 1080 N31#1 1904 540
N31#2 3820 1080 N28#1 1904 540 N28#2 3816 1080
N27#1 1896 540 N27#2 3788 1080 N35#1 1920 540
N35#2 1920 540 N21#1 1896 540 N21#2 3812 1080
N20#1 1868 540 N20#2 1768 540 N19#1 1912 540
N19#2 3752 1080 N18#1 1892 540 N18#2 3772 1080
N17#1 1912 540 N17#2 3880 1080 N54#1 1924 540
N54#2 1884 540 N53#1 1760 540 N53#2 1892 540
N52#1 1920 540 N52#2 3824 1080 N44#1 1912 540
N44#2 3984 1080 N43#1 1896 540 N43#2 1892 540
N42#1 1916 540 N42#2 4196 1080 N40#1 1912 540
N40#2 3952 1080 N39#1 1912 540 N39#2 3820 1080
N38#1 1872 540 N38#2 3792 1080 N51B#1 1920 540
N51B#2 3828 1080 N50B#1 1912 540 N50B#2 3960 1080
N47#1 1924 540 N47#2 3780 1080 N45#1 1928 540
N45#2 3792 1080 N10#1 1904 540 N10#2 1884 540
N8#1 1900 540 N8#2 1876 540 N7#1 1900 540
N7#2 1876 540 N6#1 1884 540 N6#2 1840 540
N5#1 1904 540 N5#2 1880 540 N4#1 1900 540
N4#2 1876 540 N11#1 1840 540 N11#2 3824 1080
N2#1 1896 540 N2#2 3788 1080 N49B#1 1920 540
N49B#2 3864 1080 N23#1 1900 540 N23#2 3828 1080
N22#1 1896 540 N22#2 1892 540 N26#1 1896 540
N26#2 1860 540 N29#1 1908 540 N29#2 3788 1080
N30#1 1912 540 N30#2 3824 1080 N36#1 1908 540
N36#2 3816 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 107.0000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.443002E+04 107.000
Total Infiltration 1.369598E+02 1.016
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.429853E+04 106.025
Total Water remaining in Surface Storage 3.549100E+00 0.026
Infiltration over the Pervious Area... 1.369598E+02 1.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.443904E+04 107.067
Total Precipitation + Initial Storage. 1.443002E+04 107.000
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............... -0.0625
****************************************************
* 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.............. 1.429853E+04 106.025
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.................. 1.429025E+04 105.964
Initial Storage + Inflow.................... 1.429853E+04 106.025
Final Storage + Outflow + Diverted GW....... 1.429025E+04 105.964
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0579
##################################################
# 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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.08095 0.00000 105.08332 0.00000 105.08023
Total Losses (mm)...... 0.00000 1.90512 0.00000 1.90369 0.00000 1.90555
Remaining Depth (mm)... 0.00000 0.01392 0.00000 0.01299 0.00000 0.01422
Peak Runoff Rate (cms). 0.00000 0.06713 0.00000 0.10203 0.00000 0.12549
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.07336 107.13285 107.07332 107.13529 107.07375 107.14500
Peak Runoff Rate (cms). 0.06853 0.03017 0.10051 0.04572 0.11577 0.04392
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.07336 107.13285 107.07332 107.13529 107.07375 107.14500
Peak Runoff Rate (cms). 0.06853 0.03017 0.10051 0.04572 0.11577 0.04392
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) 107.07336 105.69652 107.07332 105.69891 107.07375 105.59642
Peak Runoff Rate (cms). 0.06853 0.09730 0.10051 0.14775 0.11577 0.16940
Unit Runoff (mm/hr).... 276.39918 271.70481 276.39218 272.25298 276.47601 270.89512
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.04081 0.00000 105.15755 0.00000 105.09158
Total Losses (mm)...... 0.00000 1.92215 0.00000 1.84100 0.00000 1.89827
Remaining Depth (mm)... 0.00000 0.03704 0.00000 0.00145 0.00000 0.01014
Peak Runoff Rate (cms). 0.00000 0.21055 0.00000 0.01612 0.00000 0.11089
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.05463 107.08662 107.12272 0.00000 107.04821 107.08942
Peak Runoff Rate (cms). 0.15644 0.12486 0.03866 0.00000 0.00074 0.13940
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.05463 107.08662 107.12272 0.00000 107.04821 107.08942
Peak Runoff Rate (cms). 0.15644 0.12486 0.03866 0.00109 0.00074 0.13940
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) 107.05463 105.75685 107.12272 105.15755 107.04821 106.19039
Peak Runoff Rate (cms). 0.15644 0.33540 0.03866 0.01612 0.00074 0.25029
Unit Runoff (mm/hr).... 271.70616 261.83395 280.66533 278.69972 269.66137 275.32504
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 104.90515 0.00000 105.01670 0.00000 105.01787
Total Losses (mm)...... 0.00000 1.93898 0.00000 1.92769 0.00000 1.92747
Remaining Depth (mm)... 0.00000 0.15587 0.00000 0.05561 0.00000 0.05466
Peak Runoff Rate (cms). 0.00000 0.18208 0.00000 0.30894 0.00000 0.26060
Total Impervious Area
---------------------
Total Runoff Depth (mm) 106.99505 0.00000 107.08710 107.07313 107.04204 107.15386
Peak Runoff Rate (cms). 0.50209 0.00000 0.09515 0.18838 0.06633 0.03328
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 106.99505 0.00000 107.08710 107.07313 107.04204 107.15386
Peak Runoff Rate (cms). 0.50209 0.01422 0.09515 0.18838 0.06633 0.03328
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) 106.99505 104.90515 107.08710 105.73645 107.04204 105.23147
Peak Runoff Rate (cms). 0.50209 0.18208 0.09515 0.49732 0.06633 0.29388
Unit Runoff (mm/hr).... 250.01181 211.16451 278.54518 255.34546 267.53982 248.09417
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.05682 0.00000 105.06329 0.00000 105.07449
Total Losses (mm)...... 0.00000 1.91685 0.00000 1.91420 0.00000 1.90878
Remaining Depth (mm)... 0.00000 0.02633 0.00000 0.02251 0.00000 0.01673
Peak Runoff Rate (cms). 0.00000 0.07063 0.00000 0.15269 0.00000 0.17046
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.09164 107.16919 107.13702 0.00000 106.85382 0.00000
Peak Runoff Rate (cms). 0.02076 0.00851 0.00077 0.00000 0.00058 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.09164 107.16919 107.13702 0.00000 106.85382 0.00000
Peak Runoff Rate (cms). 0.02076 0.00851 0.00077 0.00002 0.00058 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) 107.09164 105.26805 107.13702 105.06329 106.85382 105.07449
Peak Runoff Rate (cms). 0.02076 0.07914 0.00077 0.15269 0.00058 0.17046
Unit Runoff (mm/hr).... 279.04408 261.17582 280.85717 261.44615 209.02085 265.57103
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.09020 0.00000 105.07609 0.00000 105.07579
Total Losses (mm)...... 0.00000 1.89922 0.00000 1.90791 0.00000 1.90807
Remaining Depth (mm)... 0.00000 0.01058 0.00000 0.01600 0.00000 0.01614
Peak Runoff Rate (cms). 0.00000 0.03132 0.00000 0.10179 0.00000 0.15244
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.11929 107.15446 107.09053 107.17257 107.04821 0.00000
Peak Runoff Rate (cms). 0.02164 0.01083 0.09374 0.01328 0.00074 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.11929 107.15446 107.09053 107.17257 107.04821 0.00000
Peak Runoff Rate (cms). 0.02164 0.01083 0.09374 0.01328 0.00074 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 107.11929 105.60626 107.09053 105.30670 107.04821 105.07579
Peak Runoff Rate (cms). 0.02164 0.04215 0.09374 0.11507 0.00074 0.15244
Unit Runoff (mm/hr).... 280.58765 273.23717 278.93063 267.76631 269.66137 266.03095
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.10277 0.00000 105.08839 0.00000 105.08259
Total Losses (mm)...... 0.00000 1.89003 0.00000 1.90044 0.00000 1.90414
Remaining Depth (mm)... 0.00000 0.00720 0.00000 0.01117 0.00000 0.01327
Peak Runoff Rate (cms). 0.00000 0.06110 0.00000 0.01834 0.00000 0.04704
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.10062 107.15974 107.09760 107.17155 107.09101 107.14468
Peak Runoff Rate (cms). 0.07707 0.00697 0.03466 0.00337 0.04457 0.01730
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.10062 107.15974 107.09760 107.17155 107.09101 107.14468
Peak Runoff Rate (cms). 0.07707 0.00697 0.03466 0.00337 0.04457 0.01730
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) 107.10062 105.30846 107.09760 105.40086 107.09101 105.61873
Peak Runoff Rate (cms). 0.07707 0.06806 0.03466 0.02171 0.04457 0.06435
Unit Runoff (mm/hr).... 279.78292 274.53141 279.56730 271.76423 278.98040 271.60391
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.04743 0.00000 105.09503 0.00000 105.10484
Total Losses (mm)...... 0.00000 1.92015 0.00000 1.89584 0.00000 1.88841
Remaining Depth (mm)... 0.00000 0.03242 0.00000 0.00913 0.00000 0.00675
Peak Runoff Rate (cms). 0.00000 0.08069 0.00000 0.05676 0.00000 0.05077
Total Impervious Area
---------------------
Total Runoff Depth (mm) 106.99577 107.11312 107.12403 107.15878 107.09132 107.17144
Peak Runoff Rate (cms). 0.06757 0.03113 0.03944 0.01954 0.07994 0.01300
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 106.99577 107.11312 107.12403 107.15878 107.09132 107.17144
Peak Runoff Rate (cms). 0.06757 0.03113 0.03944 0.01954 0.07994 0.01300
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) 106.99577 105.58450 107.12403 105.61097 107.09132 105.51816
Peak Runoff Rate (cms). 0.06757 0.11182 0.03944 0.07630 0.07994 0.06377
Unit Runoff (mm/hr).... 250.27442 261.88722 280.69094 274.23006 279.01191 275.58603
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.02839 0.00000 105.03711 0.00000 105.05721
Total Losses (mm)...... 0.00000 1.92529 0.00000 1.92316 0.00000 1.91670
Remaining Depth (mm)... 0.00000 0.04632 0.00000 0.03973 0.00000 0.02609
Peak Runoff Rate (cms). 0.00000 0.18505 0.00000 0.17269 0.00000 0.07852
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.15074 107.12520 107.15572 107.13071 107.06849 0.00000
Peak Runoff Rate (cms). 0.02786 0.04593 0.02554 0.04233 0.17448 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.15074 107.12520 107.15572 107.13071 107.06849 0.00000
Peak Runoff Rate (cms). 0.02786 0.04593 0.02554 0.04233 0.17448 0.00494
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) 107.15074 105.40582 107.15572 105.41396 107.06849 105.05721
Peak Runoff Rate (cms). 0.02786 0.23098 0.02554 0.21502 0.17448 0.07852
Unit Runoff (mm/hr).... 280.92556 254.08365 280.93638 256.75165 275.37843 259.12865
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.04680 0.00000 105.04794 0.00000 104.99188
Total Losses (mm)...... 0.00000 1.92035 0.00000 1.91999 0.00000 1.93155
Remaining Depth (mm)... 0.00000 0.03284 0.00000 0.03207 0.00000 0.07657
Peak Runoff Rate (cms). 0.00000 0.07029 0.00000 0.06900 0.00000 0.19148
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.06231 0.00000 107.06051 0.00000 107.02845 0.00000
Peak Runoff Rate (cms). 0.16599 0.00000 0.15816 0.00000 0.49686 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.06231 0.00000 107.06051 0.00000 107.02845 0.00000
Peak Runoff Rate (cms). 0.16599 0.00470 0.15816 0.00448 0.49686 0.01407
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) 107.06231 105.04680 107.06051 105.04794 107.02845 104.99188
Peak Runoff Rate (cms). 0.16599 0.07029 0.15816 0.06900 0.49686 0.19148
Unit Runoff (mm/hr).... 273.87829 255.14403 273.39713 255.57734 262.53405 235.61588
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.05387 0.00000 105.04638 0.00000 105.02250
Total Losses (mm)...... 0.00000 1.91795 0.00000 1.92048 0.00000 1.92655
Remaining Depth (mm)... 0.00000 0.02817 0.00000 0.03313 0.00000 0.05095
Peak Runoff Rate (cms). 0.00000 0.07316 0.00000 0.13627 0.00000 0.50022
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.06557 0.00000 107.06002 0.00000 106.95835 107.16428
Peak Runoff Rate (cms). 0.17027 0.00000 0.34176 0.00000 0.00065 0.04966
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.06557 0.00000 107.06002 0.00000 106.95835 107.16428
Peak Runoff Rate (cms). 0.17027 0.00482 0.34176 0.00968 0.00065 0.04966
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) 107.06557 105.05387 107.06002 105.04638 106.95835 105.19384
Peak Runoff Rate (cms). 0.17027 0.07316 0.34176 0.13627 0.00065 0.54988
Unit Runoff (mm/hr).... 274.69842 257.85141 273.26332 254.98373 237.46619 248.88684
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.02822 0.00000 105.10010 0.00000 105.11781
Total Losses (mm)...... 0.00000 1.92533 0.00000 1.89208 0.00000 1.87764
Remaining Depth (mm)... 0.00000 0.04646 0.00000 0.00781 0.00000 0.00455
Peak Runoff Rate (cms). 0.00000 0.20305 0.00000 0.05927 0.00000 0.20247
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.04821 107.15869 107.12961 107.16277 107.06094 107.11729
Peak Runoff Rate (cms). 0.00074 0.02554 0.04099 0.02032 0.00075 0.25120
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.04821 107.15869 107.12961 107.16277 107.06094 107.11729
Peak Runoff Rate (cms). 0.00074 0.02554 0.04099 0.02032 0.00075 0.25120
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) 107.04821 105.24127 107.12961 105.61577 107.06094 106.21753
Peak Runoff Rate (cms). 0.00074 0.22859 0.04099 0.07959 0.00075 0.45367
Unit Runoff (mm/hr).... 269.66137 251.45247 280.77967 275.15963 273.51491 278.65221
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.07829 0.00000 105.02640 0.00000 105.05523
Total Losses (mm)...... 0.00000 1.90668 0.00000 1.92573 0.00000 1.91746
Remaining Depth (mm)... 0.00000 0.01504 0.00000 0.04787 0.00000 0.02732
Peak Runoff Rate (cms). 0.00000 0.15661 0.00000 0.02386 0.00000 0.20641
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.05546 0.00000 107.04842 0.00000 107.08401 107.08219
Peak Runoff Rate (cms). 0.00075 0.00000 0.01709 0.00000 0.10114 0.16077
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.05546 0.00000 107.04842 0.00000 107.08401 107.08219
Peak Runoff Rate (cms). 0.00075 0.00002 0.01709 0.00048 0.10114 0.16077
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) 107.05546 105.07829 107.04842 105.02640 107.08401 105.90655
Peak Runoff Rate (cms). 0.00075 0.15661 0.01709 0.02386 0.10114 0.36717
Unit Runoff (mm/hr).... 271.95530 266.89790 269.73088 247.51243 278.15044 266.57142
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).... 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.09400 0.00000 105.07846
Total Losses (mm)...... 0.00000 1.89658 0.00000 1.90658
Remaining Depth (mm)... 0.00000 0.00942 0.00000 0.01496
Peak Runoff Rate (cms). 0.00000 0.08142 0.00000 0.09126
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.09092 107.15328 107.07469 107.13798
Peak Runoff Rate (cms). 0.07070 0.03113 0.08002 0.03551
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.09092 107.15328 107.07469 107.13798
Peak Runoff Rate (cms). 0.07070 0.03113 0.08002 0.03551
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) 107.09092 105.65001 107.07469 105.63453
Peak Runoff Rate (cms). 0.07070 0.11255 0.08002 0.12678
Unit Runoff (mm/hr).... 278.97108 274.20924 276.65319 270.71193
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
400.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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320.000 = =
| |
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| ##### |
| # # |
| # # |
| # # |
| # # |
240.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| ###### # # |
IN | # # # # |
| # # # # |
MM/HR | # # # # |
| # # # # |
| # # # # |
160.000 = # # # # =
| # ##### # |
| # # |
| # # |
| # ##### |
| # # |
| # ##### |
| # # |
| ##### # |
| # # |
80.000 = # ##### =
| # # |
| # ###### |
##### # |
# ##### |
# ##### |
# ##### |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE
MITIGATED CASE
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 1440
Length of integration step is...... 5.00 seconds
Simulation length.................. 2.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
5145 Positive Flap Gate
50b50 Positive Flap Gate
49b40 Positive Flap Gate
3635o Positive Flap Gate
3533o Positive Flap Gate
0302o Positive Flap Gate
14b14au Positive Flap Gate
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 45.0 meters. Maximum Elevation : 9.30 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 1.01 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 2.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+00 m
" " : 0.045 Beyond Station 2.9 Max left bank area : 0.02 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.98 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4946
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5145
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4440
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 45.0 meters. Maximum Elevation : 8.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 24.0 meters. Maximum Elevation : 9.60 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4241
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 24.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.42 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 1.6 Max Topwidth : 17.44 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.76E+01 m
" " : 0.045 Beyond Station 18.4 Max left bank area : 0.03 m^2
Max right bank area : 0.03 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.36 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 50b50
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.80 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 49b40
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 51b50
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 10.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.010 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.010 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.010 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 5352o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 8.70 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 0.56 m^2.
Maximum hydraulic radius : 0.23 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.41E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.54 m^2
Natural Cross-Section information for Channel 5238o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 35.0 meters. Maximum Elevation : 7.50 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 3851o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 55.0 meters. Maximum Elevation : 6.70 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 0.75 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 1.96 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.62E+00 m
" " : 0.035 Beyond Station 1.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 0.72 m^2
Natural Cross-Section information for Channel 4845o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4140o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 38.0 meters. Maximum Elevation : 8.00 meters.
Main Channel Length : 38.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 38.0 meters. Maximum Section Area : 2.09 m^2.
Maximum hydraulic radius : 0.26 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 7.54 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 7.94E+00 m
" " : 0.020 Beyond Station 7.5 Max left bank area : 0.72 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.36 m^2
Natural Cross-Section information for Channel 4038o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 68.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 68.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 68.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3938o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 40.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 1.95 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 4.96 meters.
" " : 0.025 in Main Channel Maximum Wetted Perimeter : 5.62E+00 m
" " : 0.035 Beyond Station 4.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.92 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 10.0 meters. Maximum Elevation : 6.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.37 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 7.0 Max Topwidth : 17.49 meters.
" " : 0.018 in Main Channel Maximum Wetted Perimeter : 1.78E+01 m
" " : 0.035 Beyond Station 10.5 Max left bank area : 1.97 m^2
Max right bank area : 2.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.40 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14b14ao
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 45.0000 Natural 1.0073 0.0450 2.9550 0.4000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 4946 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 5145 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
5 4440 45.0000 Natural 2.0882 0.0180 7.5352 0.4000
6 4342 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
7 4241 24.0000 Natural 2.0882 0.0180 7.5352 0.4000
8 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
9 3534 10.0000 Natural 3.4240 0.0450 17.4400 0.2000
10 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
11 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
12 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
13 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
14 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
15 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
16 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
17 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
18 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
19 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
20 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
21 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
22 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
23 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
24 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
25 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
26 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
27 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
28 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
29 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
30 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
31 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
32 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
33 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
34 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
35 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
36 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
37 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
38 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
39 50b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
40 49b40 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
41 51b50 10.0000 Natural 1.9520 0.0100 4.9600 0.4000
42 L610 130.0000 Circular 0.4418 0.0130 0.7500 0.7500
43 51b48 21.0000 Circular 0.0398 0.0140 0.2250 0.2250
44 5352o 33.0000 Natural 0.5580 0.0350 1.9200 0.3000
45 5352u 35.0000 Circular 0.0177 0.0140 0.1500 0.1500
46 5238o 35.0000 Natural 0.7520 0.0350 1.9600 0.4000
47 5238u 41.0000 Circular 0.0398 0.0130 0.2250 0.2250
48 3851o 55.0000 Natural 0.7520 0.0350 1.9600 0.4000
49 3851u 55.0000 Circular 0.0398 0.0130 0.2250 0.2250
50 5049u 37.0000 Circular 0.0398 0.0140 0.2250 0.2250
51 4948u 20.0000 Circular 0.0398 0.0140 0.2250 0.2250
52 4845o 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
53 4845u 60.0000 Circular 0.0707 0.0130 0.3000 0.3000
54 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
55 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
56 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
57 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
58 4140o 38.0000 Natural 2.0882 0.0180 7.5352 0.4000
59 4140u 32.0000 Circular 0.1104 0.0130 0.3750 0.3750
60 4038o 68.0000 Natural 4.1558 0.0180 14.9231 0.4000
61 4038u 68.0000 Circular 0.1590 0.0130 0.4500 0.4500
62 3938o 40.0000 Natural 1.9520 0.0250 4.9600 0.4000
63 3938u 40.0000 Circular 0.0177 0.0120 0.1500 0.1500
64 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
65 3836u 40.0000 Circular 0.1590 0.0130 0.4500 0.4500
66 3635o 10.0000 Natural 5.3682 0.0180 17.4928 0.4000
67 3635u 10.0000 Circular 0.1590 0.0140 0.4500 0.4500
68 3533o 10.0000 Rectangle 0.8000 0.0150 1.0000 0.8000
69 3533u 10.0000 Rectangle 0.0200 0.0050 0.2000 0.1000
70 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
71 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
72 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
73 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
74 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
75 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
76 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
77 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
78 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
79 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
80 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
81 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
82 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
83 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
84 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
85 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
86 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
87 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
88 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
89 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
90 14b14ao 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
91 14b14au 10.0000 Circular 0.0707 0.0140 0.3000 0.3000
Total length of all conduits .... 3456.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1714B 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
L610 1.0000 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
51b48 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5238u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5049u 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4948u 1.0000 0.2500 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4845u 1.0000 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4140u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4038u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3938u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3836u 1.0000 0.4000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3635o 1.0000 0.5000 1.0000 0.0000 0.6500 1.0000 0.0000 Kinematic Wave
3635u 1.0000 2.0000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3533o 1.0000 -1.0000 0.0000 0.2000 0.6500 2.0000 0.0500 Kinematic Wave
3533u 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14b14au 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.20
5047 0.15
4946 0.12
5145 0.14
4440 0.18
4342 0.34
4241 0.34
3736 0.17
3534 0.69
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
50b50 0.98
49b40 0.98
51b50 0.98
L610 0.10
51b48 0.35
5352o 0.26
5352u 0.17
5238o 0.28
5238u 0.18
3851o 0.18
3851u 0.14
5049u 0.20
4948u 0.37
4845o 0.12
4845u 0.14
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
4140o 0.22
4140u 0.30
4038o 0.12
4038u 0.15
3938o 0.25
3938u 0.15
3836o 0.19
3836u 0.26
3635o 0.87
3635u 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3533o 1.40 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3533u 0.50
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14b14ao 0.98
14b14au 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.0889E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.3000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.8000 7.4000 0.0000 0.0000 100.0000
3 N52 10.0000 7.5000 6.1000 0.0000 0.0000 100.0000
4 N38 10.0000 6.7000 5.0000 0.0000 0.0000 100.0000
5 N51B 10.0000 5.4000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 4.8000 3.6000 0.0000 0.0000 100.0000
7 N50B 10.0000 6.3000 4.7000 0.0000 0.0000 100.0000
8 N49B 10.0000 5.6000 4.0000 0.0000 0.0000 100.0000
9 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
10 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
11 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
12 N43 10.0000 9.6000 9.2000 0.0000 0.0000 100.0000
13 N42 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
14 N41 10.0000 8.0000 6.6000 0.0000 0.0000 100.0000
15 N44 10.0000 8.4000 8.0000 0.0000 0.0000 100.0000
16 N40 10.0000 7.0000 5.6000 0.0000 0.0000 100.0000
17 N39 10.0000 7.4000 6.0000 0.0000 0.0000 100.0000
18 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
19 N36 10.0000 6.0000 4.4700 0.0000 0.0000 100.0000
20 N35 10.0000 5.8500 4.0000 0.0000 0.0000 100.0000
21 N34 10.0000 5.0000 4.1000 0.0000 0.0000 100.0000
22 N33 10.0000 5.4800 2.6000 0.0000 0.0000 100.0000
23 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
24 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
25 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
26 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
27 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
28 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
29 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
Section 3
30 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
31 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
32 N22 10.0000 4.6000 1.8600 0.0000 0.0000 100.0000
33 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
34 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
35 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
36 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
37 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
38 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
39 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
40 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
41 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
42 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
43 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
44 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
45 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
46 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
47 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
48 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
49 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
50 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
51 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
52 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
53 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
54 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
55 N50 10.0000 6.1000 5.7000 0.0000 0.0000 100.0000
56 N49 10.0000 5.4000 5.0000 0.0000 0.0000 100.0000
57 N51 10.0000 5.2000 4.8000 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160872.3200 17772.6800 No Ponding Normal 0 0.0000
2 N53 -160580.0050 12711.2450 No Ponding Normal 0 0.0000
3 N52 -166206.7250 12636.2550 No Ponding Normal 0 0.0000
4 N38 -171833.4400 12853.3400 No Ponding Normal 0 0.0000
5 N51B -176451.6200 14564.8300 No Ponding Normal 0 0.0000
6 N48 -176609.6300 20431.4050 No Ponding Normal 0 0.0000
7 N50B -176738.5150 28838.2450 No Ponding Normal 0 0.0000
8 N49B -176841.2250 25550.3700 No Ponding Normal 0 0.0000
9 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
10 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
11 N45 -183719.9500 18191.7850 No Ponding Normal 0 0.0000
12 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
13 N42 -165291.9300 30668.6650 No Ponding Normal 0 0.0000
14 N41 -170380.0400 30590.2250 No Ponding Normal 0 0.0000
15 N44 -166055.6050 26690.4250 No Ponding Normal 0 0.0000
16 N40 -171689.2050 27214.0600 No Ponding Normal 0 0.0000
17 N39 -169210.8050 17901.7100 No Ponding Normal 0 0.0000
18 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
19 N36 -171862.5500 8784.7780 No Ponding Normal 0 0.0000
20 N35 -174942.3100 8070.1485 No Ponding Normal 0 0.0000
21 N34 -180869.8450 8910.3920 No Ponding Normal 0 0.0000
22 N33 -180375.0100 6412.3160 No Ponding Normal 0 0.0000
23 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
24 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
25 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
26 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
27 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
28 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
29 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
30 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
31 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
32 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
33 N21 -185518.7450 11528.0300 No Ponding Normal 0 0.0000
34 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
35 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
36 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
37 N17 -189306.1300 11452.3900 No Ponding Normal 0 0.0000
38 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
39 N15 -194758.4350 18301.8800 No Ponding Normal 0 0.0000
40 N14B -191538.8150 13438.5550 No Ponding Normal 0 0.0000
41 N14A -195577.9400 14207.6650 No Ponding Normal 0 0.0000
42 N13 -199605.7150 14216.7650 No Ponding Normal 0 0.0000
43 N12 -202825.1500 14195.2450 No Ponding Normal 0 0.0000
44 N11 -206840.8500 15119.2750 No Ponding Normal 0 0.0000
45 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
46 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
47 N8 -207698.0100 6065.0360 No Ponding Normal 0 0.0000
48 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
49 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
50 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
51 N4 -211172.2100 11068.6850 No Ponding Normal 0 0.0000
52 N3 -210589.2150 16923.5400 No Ponding Normal 0 0.0000
53 N2 -211249.3400 21173.6250 No Ponding Normal 0 0.0000
54 N1 -212060.1150 25771.5150 No Ponding Normal 0 0.0000
55 N50 -179020.4400 28627.8600 No Ponding Normal 0 0.0000
56 N49 -178928.3200 24844.1900 No Ponding Normal 0 0.0000
57 N51 -180154.3150 14664.6700 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N53 8.9000 8.4000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 4946 N49 N46 5.0000 4.0000 No Design
4 5145 N51 N14B 4.8000 3.0000 No Design
5 4440 N44 N40 8.0000 6.0000 No Design
6 4342 N43 N42 9.2000 8.3000 No Design
7 4241 N42 N41 8.3000 7.6000 No Design
8 3736 N37 N36 7.0000 5.5200 No Design
9 3534 N35 N34 5.0000 4.8000 No Design
10 3422 N34 N22 4.6000 4.2000 No Design
11 3130 N31 N30 7.5000 5.7000 No Design
12 3024 N30 N24 4.2000 2.8600 No Design
13 3036 N30 N36 5.6200 5.5200 No Design
14 2827 N28 N27 8.3000 6.7000 No Design
15 2726 N27 N26 6.7000 6.5000 No Design
16 2629 N26 N29 6.5000 6.4000 No Design
17 2930 N29 N30 6.4000 5.6200 No Design
18 2725 N27 N25 5.3500 4.8700 No Design
19 2524 N25 N24 4.8700 2.8600 No Design
20 2422 N24 N22 2.5900 1.8600 No Design
21 L575 N23 N22 4.7000 3.4000 No Design
22 2117 N21 N17 3.0000 2.9500 No Design
23 1714B N17 N14B 2.9000 2.8500 No Design
24 1716 N17 N16 1.7500 1.3500 No Design
25 1615 N16 N15 1.3400 1.2100 No Design
26 1614A N16 N14A 1.6500 1.6000 No Design
27 4514B N45 N14B 3.5000 2.8500 No Design
28 4515 N45 N15 2.5000 1.2100 No Design
29 1502 N15 N2 1.2100 1.0500 No Design
30 14A13 N13 N14A 1.8600 1.6000 No Design
31 1312 N13 N12 1.8600 1.6800 No Design
32 1211 N12 N11 1.6800 1.3400 No Design
33 1103 N11 N3 1.3400 1.1000 No Design
34 0912 N9 N12 3.5000 2.0000 No Design
35 0908 N9 N8 2.5000 2.0000 No Design
36 0811 N8 N11 3.0000 2.0000 No Design
37 0804 N8 N4 2.0000 1.7000 No Design
38 0201 N2 N1 1.0500 0.9300 No Design
39 50b50 N50B N50 5.9000 5.7000 No Design
40 49b40 N49B N49 5.2000 5.0000 No Design
41 51b50 N51B N51 5.0000 4.8000 No Design
42 L610 N33 N14A 2.6000 1.6000 No Design
43 51b48 N51B N48 3.8000 3.6000 No Design
44 5352o N53 N52 8.4000 7.1000 No Design
45 5352u N53 N52 7.4000 6.1000 No Design
46 5238o N52 N38 7.1000 6.0000 No Design
47 5238u N52 N38 6.1000 5.0000 No Design
48 3851o N38 N51B 6.3000 5.0000 No Design
49 3851u N38 N51B 5.0000 3.8000 No Design
50 5049u N50B N49B 5.7000 5.0000 No Design
51 4948u N49B N48 4.0000 3.6000 No Design
52 4845o N48 N45 4.6000 3.5000 No Design
53 4845u N48 N45 3.6000 2.5000 No Design
54 4746o N47 N46 4.6000 4.0000 No Design
55 4746u N47 N46 3.6000 3.0000 No Design
56 4645o N46 N45 4.0000 3.5000 No Design
57 4645u N46 N45 3.0000 2.5000 No Design
58 4140o N41 N40 7.6000 6.6000 No Design
59 4140u N41 N40 6.6000 5.6000 No Design
60 4038o N40 N38 6.6000 6.0000 No Design
61 4038u N40 N38 5.6000 5.0000 No Design
62 3938o N39 N38 7.0000 6.0000 No Design
63 3938u N39 N38 6.0000 5.0000 No Design
64 3836o N38 N36 6.0000 5.5200 No Design
65 3836u N38 N36 5.0000 4.4700 No Design
66 3635o N36 N35 5.6000 5.4500 No Design
67 3635u N36 N35 4.4700 4.0000 No Design
68 3533o N35 N33 4.8600 4.6800 No Design
69 3533u N35 N33 4.0000 3.9000 No Design
70 2217o N22 N17 3.4000 2.9500 No Design
71 2217u N22 N17 1.8600 1.7500 No Design
72 2019o N20 N19 7.0000 6.0000 No Design
73 2019u N20 N19 6.0000 4.5000 No Design
74 1918o N19 N18 6.0000 3.0000 No Design
75 1918u N19 N18 4.5000 1.9000 No Design
76 1817o N18 N17 3.0000 2.9500 No Design
77 1817u N18 N17 1.9000 1.7500 No Design
78 1009o N10 N9 4.6000 3.5000 No Design
79 1009u N10 N9 3.6000 2.5000 No Design
80 0706o N7 N6 5.0000 4.5000 No Design
81 0706u N7 N6 4.0000 3.5000 No Design
82 0604o N6 N4 4.5000 2.8000 No Design
83 0604u N6 N4 3.5000 1.7000 No Design
84 0504o N5 N4 4.3000 2.8000 No Design
85 0504u N5 N4 3.3000 1.7000 No Design
86 0403o N4 N3 2.8000 2.0000 No Design
87 0403u N4 N3 1.7000 1.1000 No Design
88 0302o N3 N2 1.8200 1.8100 No Design
89 0302u N3 N2 1.1000 1.0500 No Design
90 14b14ao N14B N14A 2.9900 2.5000 No Design
91 14b14au N14B N14A 1.8000 1.6000 No Design
*==========================================*
| Storage Junction Data |
*==========================================*
MAXIMUM OR PEAK OR CROWN DEPTH
STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION STARTS
NUMBER OR NAME TYPE AREA (M2) (CUBIC MET.) (M) FROM
-------------- -------- ---------------- --------------- --------- -----------
N35 Stage/Area 599.0000 675.9485 10.0000 Node Invert
*==================================*
| Variable storage data for node |N35
*==================================*
Data Elevation Depth Area Volume
Point meters meters m^2 m^3
===== ========= ====== =========== ============
1 4.0000 0.0000 326.0000 0.0000
2 4.0125 0.0125 329.2500 4.0953
3 4.0250 0.0250 332.5000 8.2312
4 4.0375 0.0375 335.7500 12.4078
5 4.0500 0.0500 339.0000 16.6249
6 4.0625 0.0625 342.2500 20.8827
7 4.0750 0.0750 345.5000 25.1812
8 4.0875 0.0875 348.7500 29.5202
9 4.1000 0.1000 352.0000 33.8999
10 4.1125 0.1125 355.3750 38.3209
11 4.1250 0.1250 358.7500 42.7842
12 4.1375 0.1375 362.1250 47.2897
13 4.1500 0.1500 365.5000 51.8373
14 4.1625 0.1625 368.8750 56.4271
15 4.1750 0.1750 372.2500 61.0591
16 4.1875 0.1875 375.6250 65.7333
17 4.2000 0.2000 379.0000 70.4497
18 4.2125 0.2125 382.5000 75.2091
19 4.2250 0.2250 386.0000 80.0122
20 4.2375 0.2375 389.5000 84.8591
21 4.2500 0.2500 393.0000 89.7497
22 4.2625 0.2625 396.5000 94.6840
23 4.2750 0.2750 400.0000 99.6621
24 4.2875 0.2875 403.5000 104.6840
25 4.3000 0.3000 407.0000 109.7496
26 4.3125 0.3125 410.6250 114.8597
27 4.3250 0.3250 414.2500 120.0152
28 4.3375 0.3375 417.8750 125.2160
29 4.3500 0.3500 421.5000 130.4620
30 4.3625 0.3625 425.1250 135.7534
31 4.3750 0.3750 428.7500 141.0901
32 4.3875 0.3875 432.3750 146.4722
33 4.4000 0.4000 436.0000 151.8995
34 4.4125 0.4125 439.7500 157.3729
35 4.4250 0.4250 443.5000 162.8932
36 4.4375 0.4375 447.2500 168.4604
37 4.4500 0.4500 451.0000 174.0744
38 4.4625 0.4625 454.7500 179.7353
39 4.4750 0.4750 458.5000 185.4431
40 4.4875 0.4875 462.2500 191.1978
41 4.5000 0.5000 466.0000 196.9994
42 4.5125 0.5125 467.7500 202.8353
43 4.5250 0.5250 469.5000 208.6931
44 4.5375 0.5375 471.2500 214.5728
45 4.5500 0.5500 473.0000 220.4743
46 4.5625 0.5625 474.7500 226.3978
47 4.5750 0.5750 476.5000 232.3431
48 4.5875 0.5875 478.2500 238.3103
49 4.6000 0.6000 480.0000 244.2993
50 4.6125 0.6125 481.8750 250.3110
51 4.6250 0.6250 483.7500 256.3462
52 4.6375 0.6375 485.6250 262.4048
53 4.6500 0.6500 487.5000 268.4868
54 4.6625 0.6625 489.3750 274.5923
55 4.6750 0.6750 491.2500 280.7212
56 4.6875 0.6875 493.1250 286.8735
57 4.7000 0.7000 495.0000 293.0493
58 4.7125 0.7125 496.8750 299.2485
59 4.7250 0.7250 498.7500 305.4712
60 4.7375 0.7375 500.6250 311.7173
61 4.7500 0.7500 502.5000 317.9868
62 4.7625 0.7625 504.3750 324.2797
63 4.7750 0.7750 506.2500 330.5961
64 4.7875 0.7875 508.1250 336.9360
65 4.8000 0.8000 510.0000 343.2993
66 4.8125 0.8125 511.8750 349.6860
67 4.8250 0.8250 513.7500 356.0961
68 4.8375 0.8375 515.6250 362.5297
69 4.8500 0.8500 517.5000 368.9867
70 4.8625 0.8625 519.3750 375.4672
71 4.8750 0.8750 521.2500 381.9711
72 4.8875 0.8875 523.1250 388.4985
73 4.9000 0.9000 525.0000 395.0492
74 4.9125 0.9125 526.8750 401.6235
75 4.9250 0.9250 528.7500 408.2211
76 4.9375 0.9375 530.6250 414.8422
77 4.9500 0.9500 532.5000 421.4867
78 4.9625 0.9625 534.3750 428.1547
79 4.9750 0.9750 536.2500 434.8461
80 4.9875 0.9875 538.1250 441.5609
81 5.0000 1.0000 540.0000 448.2992
82 5.0125 1.0125 541.7500 455.0601
83 5.0250 1.0250 543.5000 461.8430
84 5.0375 1.0375 545.2500 468.6476
85 5.0500 1.0500 547.0000 475.4742
86 5.0625 1.0625 548.7500 482.3226
87 5.0750 1.0750 550.5000 489.1929
88 5.0875 1.0875 552.2500 496.0851
89 5.1000 1.1000 554.0000 502.9992
90 5.1375 1.1375 559.6250 523.8796
91 5.1750 1.1750 565.2500 544.9709
92 5.2125 1.2125 570.8750 566.2731
93 5.2500 1.2500 576.5000 587.7863
94 5.2875 1.2875 582.1250 609.5105
95 5.3250 1.3250 587.7500 631.4455
96 5.3625 1.3625 593.3750 653.5916
97 5.4000 1.4000 599.0000 675.9485
98 10.0000 6.0000 599.0000 675.9485
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE
MITIGATED CASE
Title from immediately preceding computational layer
EAGLE DRIVE
MITIGATED CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 38
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.32
#################################################
# Element numbers of interface inlet locations: #
#################################################
N37 N31 N28 N27 N35 N21 N20
N19 N18 N17 N54 N53 N52 N44
N43 N42 N40 N39 N38 N51B N50B
N47 N45 N10 N8 N7 N6 N5
N4 N11 N2 N49B N23 N22 N26
N29 N30 N36
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 1.0248 0.0111
5047 2.8812 0.0234
4946 2.4313 0.0167
5145 3.5733 0.0360
4440 10.0429 0.0444
4342 9.2249 0.0375
4241 8.1356 0.0292
3736 14.9983 0.0296
3534 3.6191 0.0200
3422 4.5448 0.0100
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
50b50 13.6470 0.0200
49b40 13.6470 0.0200
51b50 13.6470 0.0200
L610 0.9764 0.0077
51b48 0.0407 0.0095
5352o 1.1925 0.0394
5352u 0.0273 0.0371
5238o 1.6591 0.0314
5238u 0.0735 0.0268
3851o 1.4388 0.0236
3851u 0.0663 0.0218
5049u 0.0573 0.0189
4948u 0.0590 0.0200
4845o 2.5500 0.0183
4845u 0.1309 0.0183
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
4140o 7.7278 0.0263
4140u 0.3099 0.0313
4038o 9.0986 0.0088
4038u 0.2678 0.0088
3938o 6.1031 0.0250
3938u 0.0261 0.0250
3836o 9.9729 0.0120
3836u 0.3282 0.0133
3635o 16.4091 0.0150
3635u 0.5739 0.0470
3533o 2.6252 0.0180
3533u 0.0414 0.0100
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14b14ao 75.9084 0.0490
14b14au 0.1270 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 7.40 N52/ 0.00 / 6.10
N38/ 0.00 / 5.00 N51B/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50B/ 0.00 / 4.70 N49B/ 0.00 / 4.00 N47/ 0.00 / 3.60
N46/ 0.00 / 3.00 N45/ 0.00 / 2.50 N43/ 0.00 / 9.20
N42/ 0.00 / 8.30 N41/ 0.00 / 6.60 N44/ 0.00 / 8.00
N40/ 0.00 / 5.60 N39/ 0.00 / 6.00 N37/ 0.00 / 7.00
N36/ 0.00 / 4.47 N35/ 0.00 / 4.00 N34/ 0.00 / 4.10
N33/ 0.00 / 2.60 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
N50/ 0.00 / 5.70 N49/ 0.00 / 5.00 N51/ 0.00 / 4.80
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 4946/ 0.00
5145/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
51b48/ 0.00 5352o/ 0.00 5352u/ 0.00
5238o/ 0.00 5238u/ 0.00 3851o/ 0.00
3851u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533o/ 0.00 3533u/ 0.00
2217o/ 0.00 2217u/ 0.00 2019o/ 0.00
2019u/ 0.00 1918o/ 0.00 1918u/ 0.00
1817o/ 0.00 1817u/ 0.00 1009o/ 0.00
1009u/ 0.00 0706o/ 0.00 0706u/ 0.00
0604o/ 0.00 0604u/ 0.00 0504o/ 0.00
0504u/ 0.00 0403o/ 0.00 0403u/ 0.00
0302o/ 0.00 0302u/ 0.00 14b14ao/ 0.00
14b14au/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 4946/ 0.00
5145/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.00
51b48/ 0.00 5352o/ 0.00 5352u/ 0.00
5238o/ 0.00 5238u/ 0.00 3851o/ 0.00
3851u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533o/ 0.00 3533u/ 0.00
2217o/ 0.00 2217u/ 0.00 2019o/ 0.00
2019u/ 0.00 1918o/ 0.00 1918u/ 0.00
1817o/ 0.00 1817u/ 0.00 1009o/ 0.00
1009u/ 0.00 0706o/ 0.00 0706u/ 0.00
0604o/ 0.00 0604u/ 0.00 0504o/ 0.00
0504u/ 0.00 0403o/ 0.00 0403u/ 0.00
0302o/ 0.00 0302u/ 0.00 14b14ao/ 0.00
14b14au/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 4946/ 0.00
5145/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.01
51b48/ 0.00 5352o/ 0.00 5352u/ 0.00
5238o/ 0.00 5238u/ 0.00 3851o/ 0.00
3851u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533o/ 0.00 3533u/ 0.00
2217o/ 0.00 2217u/ 0.00 2019o/ 0.00
2019u/ 0.00 1918o/ 0.00 1918u/ 0.00
1817o/ 0.00 1817u/ 0.00 1009o/ 0.00
1009u/ 0.00 0706o/ 0.00 0706u/ 0.00
0604o/ 0.00 0604u/ 0.00 0504o/ 0.00
0504u/ 0.00 0403o/ 0.00 0403u/ 0.00
0302o/ 0.00 0302u/ 0.00 14b14ao/ 0.00
14b14au/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 4946/ 0.00
5145/ 0.00 4440/ 0.00 4342/ 0.00
4241/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 50b50/ 0.00
49b40/ 0.00 51b50/ 0.00 L610/ 0.02
51b48/ 0.00 5352o/ 0.00 5352u/ 0.00
5238o/ 0.00 5238u/ 0.00 3851o/ 0.00
3851u/ 0.00 5049u/ 0.00 4948u/ 0.00
4845o/ 0.00 4845u/ 0.00 4746o/ 0.00
4746u/ 0.00 4645o/ 0.00 4645u/ 0.00
4140o/ 0.00 4140u/ 0.00 4038o/ 0.00
4038u/ 0.00 3938o/ 0.00 3938u/ 0.00
3836o/ 0.00 3836u/ 0.00 3635o/ 0.00
3635u/ 0.00 3533o/ 0.00 3533u/ 0.00
2217o/ 0.00 2217u/ 0.00 2019o/ 0.00
2019u/ 0.00 1918o/ 0.00 1918u/ 0.00
1817o/ 0.00 1817u/ 0.00 1009o/ 0.00
1009u/ 0.00 0706o/ 0.00 0706u/ 0.00
0604o/ 0.00 0604u/ 0.00 0504o/ 0.00
0504u/ 0.00 0403o/ 0.00 0403u/ 0.00
0302o/ 0.00 0302u/ 0.00 14b14ao/ 0.00
14b14au/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.40/ 7.40 5047/ 3.60/ 3.60 4946/ 3.00/ 3.00
5145/ 1.80/ 1.80 4440/ 5.60/ 5.60 4342/ 8.30/ 8.30
4241/ 6.60/ 6.60 3736/ 4.47/ 4.47 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 50b50/ 5.70/ 5.70
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.60/ 1.65
51b48/ 3.60/ 3.60 5352o/ 6.10/ 6.10 5352u/ 6.10/ 6.10
5238o/ 5.00/ 5.00 5238u/ 5.00/ 5.00 3851o/ 3.80/ 3.80
3851u/ 3.80/ 3.80 5049u/ 4.00/ 4.00 4948u/ 3.60/ 3.60
4845o/ 2.50/ 2.50 4845u/ 2.50/ 2.50 4746o/ 3.00/ 3.00
4746u/ 3.00/ 3.00 4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50
4140o/ 5.60/ 5.60 4140u/ 5.60/ 5.60 4038o/ 5.00/ 5.00
4038u/ 5.00/ 5.00 3938o/ 5.00/ 5.00 3938u/ 5.00/ 5.00
3836o/ 4.47/ 4.47 3836u/ 4.47/ 4.47 3635o/ 4.00/ 4.00
3635u/ 4.00/ 4.00 3533o/ 2.60/ 2.60 3533u/ 2.60/ 2.60
2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75 2019o/ 4.50/ 4.50
2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90 1918u/ 1.90/ 1.90
1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75 1009o/ 2.50/ 2.50
1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50 0706u/ 3.50/ 3.50
0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70 0504o/ 1.70/ 1.70
0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10 0403u/ 1.10/ 1.10
0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05 14b14ao/ 1.65/ 1.65
14b14au/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 75.0000
N53 1.9016 4.7539 40.0000
N52 2.5816 6.4539 80.0000
N38 2.3945 5.9863 335.0000
N51B 2.5381 6.3453 170.0000
N48 2.1642 5.4106 305.0000
N50B 2.1632 5.4079 140.0000
N49B 2.3666 5.9164 85.0000
N47 0.6767 1.6919 165.0000
N46 0.8475 2.1189 15.0000
N45 1.6221 4.0552 3350.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 1.8554 4.6384 395.0000
N44 50.0000 50.0000 0.0000
N40 3.2456 8.1139 85.0000
N39 3.1926 7.9814 20.0000
N37 50.0000 50.0000 0.0000
N36 0.6631 1.6578 25.0000
N35 13.9575 34.8937 0.0000
N34 0.5265 1.3162 15.0000
N33 1.9383 4.8457 325.0000
N31 48.0080 50.0000 0.0000
N30 0.5553 1.3881 75.0000
N29 50.0000 50.0000 0.0000
N28 41.5484 50.0000 0.0000
N27 2.0877 5.2191 85.0000
N26 37.7227 50.0000 0.0000
N25 1.7197 4.2993 0.0000
N24 0.9989 2.4972 75.0000
N23 16.7097 41.7744 0.0000
N22 0.5201 1.3003 30.0000
N21 1.7073 4.2683 100.0000
N20 1.1438 2.8596 240.0000
N19 0.2945 0.7364 400.0000
N18 2.5627 6.4068 85.0000
N17 2.2164 5.5410 0.0000
N16 4.9724 12.4310 0.0000
N15 4.1866 10.4666 0.0000
N14B 0.5063 1.2657 100.0000
N14A 13.7354 34.3385 0.0000
N13 14.9638 37.4095 0.0000
N12 22.2369 50.0000 0.0000
N11 34.6958 50.0000 0.0000
N10 1.2791 3.1977 95.0000
N9 1.1483 2.8707 85.0000
N8 0.9314 2.3286 15.0000
N7 0.8535 2.1336 130.0000
N6 0.8714 2.1786 15.0000
N5 1.9180 4.7951 45.0000
N4 4.8103 12.0257 0.0000
N3 33.9485 50.0000 0.0000
N2 19.7676 49.4191 0.0000
N1 50.0000 50.0000 0.0000
N50 44.9701 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N51 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N45
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 29.5500 29.5500 50.0000 3.8333 0.0007 0.3019 Normal Soln
5047 50.0000 50.0000 50.0000 0.0000 0.0011 0.0660 Normal Soln
4946 50.0000 50.0000 50.0000 0.0000 0.0012 0.1007 Normal Soln
5145 50.0000 50.0000 50.0000 0.0000 0.0017 0.0847 Normal Soln
4440 28.0866 28.0866 42.0436 0.0000 -0.7383 0.1951 Normal Soln
4342 14.5655 14.5655 25.3364 0.0000 -0.0013 0.0370 Normal Soln
4241 11.2331 11.2331 17.2697 0.0000 0.0022 0.0830 Normal Soln
3736 41.6504 41.6504 50.0000 0.0000 0.0015 0.0249 Normal Soln
3534 5.5839 5.5839 13.1556 0.0000 0.0082 0.7811 Normal Soln
3422 18.9778 18.9778 50.0000 0.0000 0.0070 0.6107 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0022 0.0429 Normal Soln
3024 7.8853 7.8853 18.7081 0.0000 0.0052 2.0010 Normal Soln
3036 11.0428 11.0428 32.9603 0.0000 0.0061 0.2803 Normal Soln
2827 28.4902 28.4902 45.5383 0.0000 0.0021 0.0410 Normal Soln
2726 7.4153 7.4153 46.3508 0.0000 -0.0085 0.0812 Normal Soln
2629 31.1364 31.1364 50.0000 0.0000 0.0025 0.4650 Normal Soln
2930 24.3767 24.3767 45.7131 0.0000 0.0032 0.1719 Normal Soln
2725 4.9557 4.9557 12.4548 0.0000 0.0032 2.4735 Normal Soln
2524 14.4559 14.4559 32.6416 0.0000 -0.0025 2.1760 Normal Soln
2422 6.2876 6.2876 17.3043 0.0000 0.0138 1.8791 Normal Soln
L575 44.8288 44.8288 50.0000 0.0000 -0.0039 0.2371 Normal Soln
2117 6.3766 6.3766 21.9378 0.0000 -0.0055 0.1101 Normal Soln
1714B 15.5313 15.5313 45.8696 0.0000 0.0096 0.5507 Normal Soln
1716 4.6679 4.6679 12.7850 0.0000 -0.0213 1.5385 Normal Soln
1615 3.9169 3.9169 9.8427 0.0000 -0.0089 3.5771 Normal Soln
1614A 1.7894 1.7894 5.2726 0.0000 -0.0200 3.7993 Normal Soln
4514B 15.7287 15.7287 26.5211 0.0000 0.0045 0.0406 Normal Soln
4515 5.7547 5.7547 13.2354 0.0000 0.0043 2.2377 Normal Soln
1502 14.9774 14.9774 32.7054 0.0000 0.0081 4.5916 Normal Soln
14A13 3.8266 3.8266 15.7534 0.0000 -0.0149 0.4864 Normal Soln
1312 6.2124 6.2124 25.1937 0.0000 0.0133 0.5028 Normal Soln
1211 14.2582 14.2582 50.0000 0.0000 0.0122 0.3493 Normal Soln
1103 15.6889 15.6889 50.0000 0.0000 0.0107 0.2406 Normal Soln
0912 28.3694 28.3694 50.0000 0.0000 0.0008 0.0317 Normal Soln
0908 11.3760 11.3760 41.7665 0.0000 0.0040 2.1484 Normal Soln
0811 31.8955 31.8955 50.0000 0.0000 0.0031 0.0823 Normal Soln
0804 10.7863 10.7863 33.5453 0.0000 0.0048 3.0003 Normal Soln
0201 3.0583 3.0583 7.3204 0.0000 0.1659 0.1367 Normal Soln
50b50 7.4855 7.4855 11.3539 0.0000 0.0034 0.0180 Normal Soln
49b40 7.2534 7.2534 11.0875 0.0000 0.0021 0.0189 Normal Soln
51b50 6.3464 6.3464 9.2552 0.0000 0.0023 0.0222 Normal Soln
L610 22.6173 22.6173 50.0000 0.0000 0.0079 1.6099 Normal Soln
51b48 4.2118 4.2118 12.7067 0.0000 0.0017 4.2981 Normal Soln
5352o 14.0707 14.0707 26.7890 0.0000 -0.0035 0.5073 Normal Soln
5352u 6.6907 6.6907 16.7471 0.0000 0.0012 3.4386 Normal Soln
5238o 15.0102 15.0102 30.3704 0.0000 -0.0024 0.3880 Normal Soln
5238u 8.0369 8.0369 22.9518 0.0000 0.0018 2.2581 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.0593 11.0593 36.4136 0.0000 -0.0115 2.1695 Normal Soln
5049u 12.9509 12.9509 26.2803 0.0000 0.0024 2.0691 Normal Soln
4948u 3.8719 3.8719 11.7249 0.0000 0.0021 2.7007 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 0.0024 0.0113 Normal Soln
4845u 12.6776 12.6776 37.2928 0.0000 0.0030 1.9737 Normal Soln
4746o 20.0311 20.0311 38.5067 0.0000 0.0014 0.0137 Normal Soln
4746u 5.3707 5.3707 17.8461 0.0000 0.0037 1.9288 Normal Soln
4645o 26.7823 26.7823 50.0000 0.0000 0.0017 0.0233 Normal Soln
4645u 7.0471 7.0471 24.1664 0.0000 -0.0040 2.4203 Normal Soln
4140o 28.2828 28.2828 50.0000 0.0000 -0.0016 0.0235 Normal Soln
4140u 6.2607 6.2607 17.0977 0.0000 -0.0210 1.7077 Normal Soln
4038o 50.0000 50.0000 50.0000 0.0000 0.0031 0.0609 Normal Soln
4038u 14.0529 14.0529 46.0254 0.0000 0.0024 2.0682 Normal Soln
3938o 35.5692 35.5692 50.0000 0.0000 0.0055 0.0342 Normal Soln
3938u 8.7888 8.7888 29.6863 0.0000 0.0004 2.4438 Normal Soln
3836o 24.5732 24.5732 50.0000 0.0000 0.0042 0.1616 Normal Soln
3836u 7.8065 7.8065 24.7458 0.0000 0.0127 2.5706 Normal Soln
3635o 4.5528 4.5528 8.8364 0.0000 0.0107 0.2335 Normal Soln
3635u 1.6720 1.6720 3.8505 14.7500 -0.0243 1.5623 Normal Soln
3533o 2.2610 2.2610 3.5608 0.0000 0.0138 0.5637 Normal Soln
3533u 1.5464 1.5464 3.1598 101.4167 0.0004 2.4589 Normal Soln
2217o 18.1374 18.1374 33.8740 0.0000 0.0084 0.2047 Normal Soln
2217u 5.5875 5.5875 16.3699 0.0000 -0.0194 3.6317 Normal Soln
2019o 21.4428 21.4428 37.3468 0.0000 0.0278 0.0778 Normal Soln
2019u 5.0801 5.0801 11.5414 0.0000 0.0058 1.8233 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0047 0.0335 Normal Soln
1918u 15.8574 15.8574 36.8560 0.0000 0.0060 2.1703 Normal Soln
1817o 14.6053 14.6053 38.4315 0.0000 0.0089 0.2453 Normal Soln
1817u 3.9192 3.9192 9.5323 0.0000 0.0185 4.3194 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 -0.0017 0.0155 Normal Soln
1009u 10.3620 10.3620 29.9144 0.0000 -0.0019 2.0297 Normal Soln
0706o 28.1408 28.1408 50.0000 0.0000 -0.0019 0.0457 Normal Soln
0706u 6.7716 6.7716 24.4992 0.0000 -0.0031 1.8856 Normal Soln
0604o 29.2765 29.2765 48.5680 0.0000 -0.0047 0.1354 Normal Soln
0604u 9.6935 9.6935 20.8074 0.0000 0.0028 2.3272 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0171 0.0321 Normal Soln
0504u 12.3753 12.3753 33.3328 0.0000 0.0013 1.9688 Normal Soln
0403o 12.1924 12.1924 25.5385 0.0000 -0.0052 0.1291 Normal Soln
0403u 3.2598 3.2598 7.0235 0.0000 0.0073 1.2394 Normal Soln
0302o 5.5168 5.5168 15.1437 0.0000 0.0160 2.5417 Normal Soln
0302u 2.7166 2.7166 11.4255 0.0000 0.0066 0.6964 Normal Soln
14b14ao 5.9646 5.9646 31.3697 0.0000 0.0145 0.0657 Normal Soln
14b14au 1.9496 1.9496 6.0103 0.0000 -0.0059 3.1221 Normal Soln
The conduit with the smallest time step limitation was..3533u
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................4440
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 2.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.02 / 8.92/ N53/ 0.02 / 7.42/ N52/ 0.01 / 6.11/
N38/ 0.02 / 5.02/ N51B/ 0.03 / 3.83/ N48/ 0.02 / 3.62/
N50B/ 1.01 / 5.71/ N49B/ 0.01 / 4.01/ N47/ 0.01 / 3.61/
N46/ 0.01 / 3.01/ N45/ 0.02 / 2.52/ N43/ 0.00 / 9.20/
N42/ 0.01 / 8.31/ N41/ 0.01 / 6.61/ N44/ 0.01 / 8.01/
N40/ 0.02 / 5.62/ N39/ 0.01 / 6.01/ N37/ 0.00 / 7.00/
N36/ 0.22 / 4.69/ N35/ 0.69 / 4.69/ N34/ 0.50 / 4.60/
N33/ 0.11 / 2.71/ N31/ 0.00 / 7.50/ N30/ 0.02 / 4.22/
N29/ 0.02 / 6.42/ N28/ 0.01 / 8.31/ N27/ 0.02 / 5.37/
N26/ 0.03 / 6.53/ N25/ 0.02 / 4.89/ N24/ 0.03 / 2.62/
N23/ 0.01 / 4.71/ N22/ 0.04 / 1.90/ N21/ 1.00 / 3.00/
N20/ 0.02 / 6.02/ N19/ 0.03 / 4.53/ N18/ 0.05 / 1.95/
N17/ 0.05 / 1.80/ N16/ 0.16 / 1.50/ N15/ 0.21 / 1.42/
N14B/ 0.08 / 1.88/ N14A/ 0.27 / 1.87/ N13/ 0.01 / 1.87/
N12/ 0.01 / 1.69/ N11/ 0.03 / 1.37/ N10/ 0.01 / 3.61/
N9/ 0.01 / 2.51/ N8/ 0.02 / 2.02/ N7/ 0.01 / 4.01/
N6/ 0.02 / 3.52/ N5/ 0.01 / 3.31/ N4/ 0.03 / 1.73/
N3/ 0.05 / 1.15/ N2/ 0.10 / 1.15/ N1/ 0.09 / 1.02/
N50/ 0.00 / 5.70/ N49/ 0.00 / 5.00/ N51/ 0.00 / 4.80/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.00 / 4342/ 0.00*/
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01*/
1615/ 0.06 / 1614A/ -0.05 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.07 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00*/ 1103/ 0.00*/
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.08 / 50b50/ 0.00*/
49b40/ 0.00*/ 51b50/ 0.00*/ L610/ 0.05*/
51b48/ 0.00 / 5352o/ 0.00 / 5352u/ 0.00 /
5238o/ 0.00*/ 5238u/ 0.00 / 3851o/ 0.00 /
3851u/ 0.00*/ 5049u/ 0.00 / 4948u/ 0.00*/
4845o/ 0.00*/ 4845u/ 0.00 / 4746o/ 0.00*/
4746u/ 0.00*/ 4645o/ 0.00*/ 4645u/ 0.00*/
4140o/ 0.00*/ 4140u/ 0.00*/ 4038o/ 0.00*/
4038u/ 0.00*/ 3938o/ 0.00*/ 3938u/ 0.00*/
3836o/ 0.00*/ 3836u/ 0.00*/ 3635o/ 0.00 /
3635u/ 0.00 / 3533o/ 0.00 / 3533u/ 0.05 /
2217o/ 0.00*/ 2217u/ 0.00 / 2019o/ 0.00 /
2019u/ 0.00 / 1918o/ 0.00*/ 1918u/ 0.01*/
1817o/ 0.00 / 1817u/ 0.01 / 1009o/ 0.00*/
1009u/ 0.00*/ 0706o/ 0.00*/ 0706u/ 0.00*/
0604o/ 0.00 / 0604u/ 0.00*/ 0504o/ 0.00*/
0504u/ 0.00*/ 0403o/ 0.00*/ 0403u/ 0.00*/
0302o/ 0.00 / 0302u/ 0.01 / 14b14ao/ 0.00*/
14b14au/ 0.00 / FREE # 1/ 0.08 /
Conduit/ Velocity
5453/ 0.09 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.18 / 4342/ 0.13 /
4241/ 0.20 / 3736/ 0.10 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.03 / 3024/ 0.72 /
3036/ 0.00 / 2827/ 0.13 / 2726/ 0.00 /
2629/ 0.07 / 2930/ 0.23 / 2725/ 0.50 /
2524/ 0.62 / 2422/ 0.52 / L575/ 0.08 /
2117/ 0.03 / 1714B/ 0.00 / 1716/ 0.28 /
1615/ 0.74 / 1614A/ -0.53 / 4514B/ 0.00 /
4515/ 0.10 / 1502/ 0.87 / 14A13/ 0.00 /
1312/ 0.03 / 1211/ 0.02 / 1103/ 0.04 /
0912/ 0.00 / 0908/ 0.22 / 0811/ 0.00 /
0804/ 0.25 / 0201/ 0.45 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.56 /
51b48/ 0.43 / 5352o/ 0.00 / 5352u/ 0.65 /
5238o/ 0.00 / 5238u/ 0.59 / 3851o/ 0.00 /
3851u/ 0.40 / 5049u/ 0.23 / 4948u/ 0.14 /
4845o/ 0.00 / 4845u/ 0.57 / 4746o/ 0.00 /
4746u/ 0.38 / 4645o/ 0.00 / 4645u/ 0.20 /
4140o/ 0.00 / 4140u/ 0.29 / 4038o/ 0.00 /
4038u/ 0.30 / 3938o/ 0.00 / 3938u/ 0.11 /
3836o/ 0.00 / 3836u/ 0.03 / 3635o/ 0.00 /
3635u/ 0.02 / 3533o/ 0.00 / 3533u/ 2.52 /
2217o/ 0.00 / 2217u/ 0.39 / 2019o/ 0.00 /
2019u/ 1.02 / 1918o/ 0.00 / 1918u/ 0.61 /
1817o/ 0.00 / 1817u/ 0.62 / 1009o/ 0.00 /
1009u/ 0.30 / 0706o/ 0.00 / 0706u/ 0.20 /
0604o/ 0.00 / 0604u/ 0.79 / 0504o/ 0.00 /
0504u/ 0.19 / 0403o/ 0.00 / 0403u/ 0.50 /
0302o/ 0.00 / 0302u/ 0.02 / 14b14ao/ 0.00 /
14b14au/ 0.00 /
Conduit/ Width
5453/ 0.42 / 5047/ 0.01 / 4946/ 0.01 /
5145/ 0.01 / 4440/ 0.13 / 4342/ 0.21 /
4241/ 0.20 / 3736/ 0.18 / 3534/ 0.08 /
3422/ 0.01 / 3130/ 0.61 / 3024/ 0.19 /
3036/ 3.07 / 2827/ 0.25 / 2726/ 8.93 /
2629/ 1.43 / 2930/ 0.97 / 2725/ 0.16 /
2524/ 0.16 / 2422/ 0.27 / L575/ 0.70 /
2117/ 0.30 / 1714B/ 1.63 / 1716/ 0.57 /
1615/ 0.64 / 1614A/ 0.64 / 4514B/ 0.05 /
4515/ 0.21 / 1502/ 0.64 / 14A13/ 1.07 /
1312/ 0.10 / 1211/ 0.27 / 1103/ 1.26 /
0912/ 0.02 / 0908/ 0.15 / 0811/ 0.05 /
0804/ 0.19 / 0201/ 2.49 / 50b50/ 0.00 /
49b40/ 0.96 / 51b50/ 0.78 / L610/ 0.62 /
51b48/ 0.14 / 5352o/ 0.07 / 5352u/ 0.09 /
5238o/ 0.01 / 5238u/ 0.11 / 3851o/ 0.01 /
3851u/ 0.14 / 5049u/ 0.09 / 4948u/ 0.10 /
4845o/ 0.58 / 4845u/ 0.15 / 4746o/ 0.03 /
4746u/ 0.12 / 4645o/ 0.03 / 4645u/ 0.14 /
4140o/ 0.00 / 4140u/ 0.15 / 4038o/ 0.01 /
4038u/ 0.18 / 3938o/ 0.03 / 3938u/ 0.08 /
3836o/ 0.03 / 3836u/ 0.30 / 3635o/ 0.01 /
3635u/ 0.25 / 3533o/ 1.00 / 3533u/ 0.09 /
2217o/ 0.01 / 2217u/ 0.35 / 2019o/ 0.11 /
2019u/ 0.21 / 1918o/ 0.07 / 1918u/ 0.30 /
1817o/ 0.10 / 1817u/ 0.33 / 1009o/ 0.01 /
1009u/ 0.15 / 0706o/ 0.16 / 0706u/ 0.14 /
0604o/ 0.21 / 0604u/ 0.18 / 0504o/ 0.03 /
0504u/ 0.14 / 0403o/ 0.08 / 0403u/ 0.33 /
0302o/ 0.07 / 0302u/ 1.50 / 14b14ao/ 0.03 /
14b14au/ 0.22 /
Junction/ EGL
N54/ 0.02 / N53/ 1.01 / N52/ 0.04 /
N38/ 0.04 / N51B/ 0.04 / N48/ 0.03 /
N50B/ 1.01 / N49B/ 1.01 / N47/ 0.01 /
N46/ 0.02 / N45/ 0.04 / N43/ 0.00 /
N42/ 0.01 / N41/ 1.01 / N44/ 0.01 /
N40/ 0.40 / N39/ 0.01 / N37/ 0.00 /
N36/ 1.05 / N35/ 0.69 / N34/ 0.50 /
N33/ 1.72 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.02 / N28/ 0.01 / N27/ 1.35 /
N26/ 0.03 / N25/ 0.03 / N24/ 0.32 /
N23/ 0.01 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.02 / N19/ 0.09 / N18/ 0.07 /
N17/ 1.20 Section 4
/ N16/ 0.16 / N15/ 0.24 /
N14B/ 0.08 / N14A/ 0.29 / N13/ 0.01 /
N12/ 0.01 / N11/ 0.03 / N10/ 0.01 /
N9/ 0.02 / N8/ 0.02 / N7/ 0.01 /
N6/ 0.03 / N5/ 0.01 / N4/ 0.06 /
N3/ 0.06 / N2/ 0.14 / N1/ 0.10 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Junction/ Freeboard
N54/ 1.08 / N53/ 2.58 / N52/ 3.89 /
N38/ 4.98 / N51B/ 6.17 / N48/ 6.38 /
N50B/ 4.29 / N49B/ 5.99 / N47/ 6.39 /
N46/ 6.99 / N45/ 7.48 / N43/ 0.80 /
N42/ 1.69 / N41/ 3.39 / N44/ 1.99 /
N40/ 4.38 / N39/ 3.99 / N37/ 3.00 /
N36/ 5.31 / N35/ 5.31 / N34/ 5.40 /
N33/ 7.29 / N31/ 2.50 / N30/ 5.78 /
N29/ 3.58 / N28/ 1.69 / N27/ 4.63 /
N26/ 3.47 / N25/ 5.11 / N24/ 7.38 /
N23/ 5.29 / N22/ 8.10 / N21/ 7.00 /
N20/ 3.98 / N19/ 5.47 / N18/ 8.05 /
N17/ 8.20 / N16/ 8.50 / N15/ 8.58 /
N14B/ 8.12 / N14A/ 8.13 / N13/ 8.13 /
N12/ 8.31 / N11/ 8.63 / N10/ 6.39 /
N9/ 7.49 / N8/ 7.98 / N7/ 5.99 /
N6/ 6.48 / N5/ 6.69 / N4/ 8.27 /
N3/ 8.85 / N2/ 8.85 / N1/ 8.98 /
N50/ 4.30 / N49/ 5.00 / N51/ 5.20 /
Junction/ Max Volume
N54/ 0.18 / N53/ 1.12 / N52/ 1.14 /
N38/ 1.16 / N51B/ 1.22 / N48/ 1.01 /
N50B/ 1.22 / N49B/ 1.22 / N47/ 1.07 /
N46/ 1.09 / N45/ 1.12 / N43/ 0.08 /
N42/ 0.11 / N41/ 1.07 / N44/ 0.10 /
N40/ 1.11 / N39/ 1.03 / N37/ 0.07 /
N36/ 1.32 / N35/ 517.37 / N34/ 0.73 /
N33/ 1.59 / N31/ 0.03 / N30/ 1.62 /
N29/ 0.16 / N28/ 0.09 / N27/ 1.39 /
N26/ 0.24 / N25/ 0.85 / N24/ 1.60 /
N23/ 0.13 / N22/ 1.79 / N21/ 1.21 /
N20/ 1.04 / N19/ 1.59 / N18/ 1.35 /
N17/ 1.46 / N16/ 1.87 / N15/ 1.32 /
N14B/ 1.32 / N14A/ 1.34 / N13/ 0.87 /
N12/ 0.92 / N11/ 1.06 / N10/ 1.02 /
N9/ 1.03 / N8/ 1.05 / N7/ 1.04 /
N6/ 1.08 / N5/ 1.03 / N4/ 1.18 /
N3/ 0.97 / N2/ 0.98 / N1/ 0.98 /
N50/ 0.02 / N49/ 0.03 / N51/ 0.03 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51B/ 0.00 / N48/ 0.00 /
N50B/ 0.00 / N49B/ 0.00 / N47/ 0.00 /
N46/ 0.00 / N45/ 0.00 / N43/ 0.00 /
N42/ 0.00 / N41/ 0.00 / N44/ 0.00 /
N40/ 0.00 / N39/ 0.00 / N37/ 0.00 /
N36/ 0.00 / N35/ 0.00 / N34/ 0.00 /
N33/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.02 / 2930/ 0.01 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.04 /
1615/ 0.08 / 1614A/ 0.09 / 4514B/ 0.00 /
4515/ 0.03 / 1502/ 0.08 / 14A13/ 0.15 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.06 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.17 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.09 /
51b48/ 0.00 / 5352o/ 0.00 / 5352u/ 0.00 /
5238o/ 0.00 / 5238u/ 0.00 / 3851o/ 0.00 /
3851u/ 0.00 / 5049u/ 0.00 / 4948u/ 0.00 /
4845o/ 0.00 / 4845u/ 0.00 / 4746o/ 0.00 /
4746u/ 0.00 / 4645o/ 0.00 / 4645u/ 0.00 /
4140o/ 0.00 / 4140u/ 0.00 / 4038o/ 0.00 /
4038u/ 0.00 / 3938o/ 0.00 / 3938u/ 0.00 /
3836o/ 0.00 / 3836u/ 0.04 / 3635o/ 0.00 /
3635u/ 0.11 / 3533o/ 0.00 / 3533u/ 0.02 /
2217o/ 0.00 / 2217u/ 0.01 / 2019o/ 0.00 /
2019u/ 0.00 / 1918o/ 0.00 / 1918u/ 0.01 /
1817o/ 0.00 / 1817u/ 0.01 / 1009o/ 0.00 /
1009u/ 0.00 / 0706o/ 0.00 / 0706u/ 0.00 /
0604o/ 0.00 / 0604u/ 0.00 / 0504o/ 0.00 /
0504u/ 0.00 / 0403o/ 0.00 / 0403u/ 0.01 /
0302o/ 0.00 / 0302u/ 0.11 / 14b14ao/ 0.00 /
14b14au/ 0.04 /
Conduit/ Final Volume
5453/ 0.22 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.05 / 4342/ 0.04 /
4241/ 0.04 / 3736/ 0.07 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.40 / 3024/ 0.16 /
3036/ 0.00 / 2827/ 0.10 / 2726/ 0.06 /
2629/ 0.76 / 2930/ 0.38 / 2725/ 0.07 /
2524/ 0.16 / 2422/ 0.26 / L575/ 0.25 /
2117/ 0.06 / 1714B/ 0.00 / 1716/ 1.26 /
1615/ 2.27 / 1614A/ 0.94 / 4514B/ 0.00 /
4515/ 0.81 / 1502/ 6.87 / 14A13/ 1.49 /
1312/ 0.04 / 1211/ 0.34 / 1103/ 2.23 /
0912/ 0.00 / 0908/ 0.08 / 0811/ 0.00 /
0804/ 0.15 / 0201/ 1.68 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 11.59 /
51b48/ 0.05 / 5352o/ 0.00 / 5352u/ 0.04 /
5238o/ 0.00 / 5238u/ 0.05 / 3851o/ 0.00 /
3851u/ 0.13 / 5049u/ 0.01 / 4948u/ 0.02 /
4845o/ 0.00 / 4845u/ 0.13 / 4746o/ 0.00 /
4746u/ 0.04 / 4645o/ 0.00 / 4645u/ 0.12 /
4140o/ 0.00 / 4140u/ 0.04 / 4038o/ 0.00 /
4038u/ 0.14 / 3938o/ 0.00 / 3938u/ 0.03 /
3836o/ 0.00 / 3836u/ 1.44 / 3635o/ 0.00 /
3635u/ 1.14 / 3533o/ 0.00 / 3533u/ 0.20 /
2217o/ 0.00 / 2217u/ 0.38 / 2019o/ 0.00 /
2019u/ 0.11 / 1918o/ 0.00 / 1918u/ 1.00 /
1817o/ 0.00 / 1817u/ 0.25 / 1009o/ 0.00 /
1009u/ 0.05 / 0706o/ 0.00 / 0706u/ 0.05 /
0604o/ 0.00 / 0604u/ 0.18 / 0504o/ 0.00 /
0504u/ 0.11 / 0403o/ 0.00 / 0403u/ 0.18 /
0302o/ 0.00 / 0302u/ 3.31 / 14b14ao/ 0.00 /
14b14au/ 0.38 /
Conduit/ Hydraulic Radius
5453/ 0.01 / 5047/ 0.00 / 4946/ 0.00 /
5145/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.03 /
2629/ 0.01 / 2930/ 0.01 / 2725/ 0.01 /
2524/ 0.01 / 2422/ 0.02 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.06 /
1615/ 0.11 / 1614A/ 0.11 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.10 / 14A13/ 0.08 /
1312/ 0.01 / 1211/ 0.01 / 1103/ 0.03 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.06 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.11 /
51b48/ 0.02 / 5352o/ 0.00 / 5352u/ 0.01 /
5238o/ 0.00 / 5238u/ 0.01 / 3851o/ 0.00 /
3851u/ 0.02 / 5049u/ 0.00 / 4948u/ 0.01 /
4845o/ 0.00 / 4845u/ 0.01 / 4746o/ 0.00 /
4746u/ 0.01 / 4645o/ 0.00 / 4645u/ 0.01 /
4140o/ 0.00 / 4140u/ 0.01 / 4038o/ 0.00 /
4038u/ 0.01 / 3938o/ 0.00 / 3938u/ 0.01 /
3836o/ 0.00 / 3836u/ 0.06 / 3635o/ 0.00 /
3635u/ 0.11 / 3533o/ 0.00 / 3533u/ 0.04 /
2217o/ 0.00 / 2217u/ 0.03 / 2019o/ 0.00 /
2019u/ 0.02 / 1918o/ 0.00 / 1918u/ 0.03 /
1817o/ 0.00 / 1817u/ 0.03 / 1009o/ 0.00 /
1009u/ 0.01 / 0706o/ 0.00 / 0706u/ 0.01 /
0604o/ 0.00 / 0604u/ 0.02 / 0504o/ 0.00 /
0504u/ 0.01 / 0403o/ 0.00 / 0403u/ 0.02 /
0302o/ 0.00 / 0302u/ 0.07 / 14b14ao/ 0.00 /
14b14au/ 0.06 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.92/ 8.41 5047/ 3.61/ 3.61 4946/ 3.01/ 3.01/
5145/ 1.88/ 1.88 4440/ 8.01/ 6.00 4342/ 9.20/ 8.31/
4241/ 8.31/ 7.60 3736/ 7.00/ 5.52 3534/ 4.60/ 4.60/
3422/ 1.90/ 1.90 3130/ 7.50/ 5.70 3024/ 4.22/ 2.88/
3036/ 4.69/ 4.69 2827/ 8.31/ 6.70 2726/ 6.53/ 6.53/
2629/ 6.53/ 6.42 2930/ 6.42/ 5.63 2725/ 5.37/ 4.89/
2524/ 4.89/ 2.88 2422/ 2.62/ 1.90 L575/ 4.71/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.88/ 1.88 1716/ 1.80/ 1.50/
1615/ 1.50/ 1.42 1614A/ 1.78/ 1.87 4514B/ 1.88/ 1.88/
4515/ 2.52/ 1.42 1502/ 1.42/ 1.15 14A13/ 1.87/ 1.87/
1312/ 1.87/ 1.69 1211/ 1.69/ 1.37 1103/ 1.37/ 1.15/
0912/ 1.69/ 1.69 0908/ 2.51/ 2.02 0811/ 1.37/ 1.37/
0804/ 2.02/ 1.73 0201/ 1.15/ 1.02 50b50/ 5.70/ 5.70/
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.71/ 1.87/
51b48/ 3.83/ 3.62 5352o/ 6.11/ 6.11 5352u/ 7.42/ 6.11/
5238o/ 5.02/ 5.02 5238u/ 6.11/ 5.02 3851o/ 3.83/ 3.83/
3851u/ 5.02/ 3.83 5049u/ 5.71/ 5.00 4948u/ 4.01/ 3.62/
4845o/ 2.52/ 2.52 4845u/ 3.62/ 2.52 4746o/ 3.01/ 3.01/
4746u/ 3.61/ 3.01 4645o/ 2.52/ 2.52 4645u/ 3.01/ 2.52/
4140o/ 5.62/ 5.62 4140u/ 6.61/ 5.62 4038o/ 5.02/ 5.02/
4038u/ 5.62/ 5.02 3938o/ 5.02/ 5.02 3938u/ 6.01/ 5.02/
3836o/ 4.69/ 4.69 3836u/ 5.02/ 4.69 3635o/ 4.69/ 4.69/
3635u/ 4.69/ 4.69 3533o/ 2.71/ 2.71 3533u/ 4.69/ 3.99/
2217o/ 1.80/ 1.80 2217u/ 1.90/ 1.80 2019o/ 4.53/ 4.53/
2019u/ 6.02/ 4.53 1918o/ 1.95/ 1.95 1918u/ 4.53/ 1.95/
1817o/ 1.80/ 1.80 1817u/ 1.95/ 1.80 1009o/ 2.51/ 2.51/
1009u/ 3.61/ 2.51 0706o/ 3.52/ 3.52 0706u/ 4.01/ 3.52/
0604o/ 1.73/ 1.73 0604u/ 3.52/ 1.73 0504o/ 1.73/ 1.73/
0504u/ 3.31/ 1.73 0403o/ 1.15/ 1.15 0403u/ 1.73/ 1.15/
0302o/ 1.15/ 1.15 0302u/ 1.15/ 1.15 14b14ao/ 1.87/ 1.87/
14b14au/ 1.88/ 1.87
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 1440
Total number of passes in the simulation........ 5259
Total number of time steps during simulation.... 4881
Ratio of actual # of time steps / NTCYC......... 3.390
Average number of iterations per time step...... 1.077
Average time step size(seconds)................ 1.475
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 1.816
Average minimum implicit time step (sec)........ 1.706
Average minimum junction time step (sec)........ 1.706
Average Courant Factor Tf....................... 1.706
Number of times omega reduced................... 56
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N54 0 1.10 5346 0 6 0 0 0
N53 0 1.22 5963 1 18 1 0 0
N52 0 1.33 6491 0 7 0 0 0
N38 0 1.79 8736 0 14 1 0 0
N51B 0 1.17 5708 1 15 1 0 0
N48 0 1.16 5647 0 11 1 0 0
N50B 0 1.13 5502 0 15 1 0 0
N49B 0 1.17 5699 0 10 2 0 0
N47 0 1.29 6319 0 6 0 0 0
N46 0 1.39 6796 1 9 0 0 0
N45 0 1.48 7215 1 16 1 0 0
N43 0 1.12 5447 0 10 1 0 0
N42 0 1.21 5905 3 7 0 0 0
N41 0 1.41 6871 0 10 1 0 0
N44 0 1.15 5613 1 16 5 0 0
N40 0 1.56 7594 0 10 5 0 0
N39 0 1.08 5278 0 9 0 0 0
N37 0 1.13 5499 0 5 0 0 0
N36 0 1.65 8040 1 16 1 0 0
N35 0 1.76 8580 0 13 1 0 0
N34 0 1.51 7391 0 7 0 0 0
N33 0 1.19 5816 0 6 0 0 0
N31 0 1.17 5705 0 7 0 0 0
N30 0 1.63 7947 0 17 4 0 0
N29 0 1.34 6538 0 6 0 0 0
N28 0 1.14 5561 0 6 0 0 0
N27 0 1.57 7662 1 9 0 0 0
N26 0 1.46 7110 0 7 0 0 0
N25 0 1.23 5987 0 11 1 0 0
N24 0 1.38 6758 1 8 0 0 0
N23 0 1.26 6166 0 7 0 0 0
N22 0 1.95 9494 10 11 2 0 0
N21 0 1.75 8558 1 20 1 0 0
N20 0 1.44 7019 3 22 1 0 0
N19 0 1.61 7843 0 14 1 0 0
N18 0 1.55 7546 0 8 0 0 0
N17 0 2.28 11109 1 10 1 0 0
N16 0 1.62 7923 2 12 3 0 0
N15 0 1.29 6317 0 7 0 0 0
N14B 0 1.92 9352 0 17 2 0 0
N14A 0 1.97 9632 2 15 8 0 0
N13 0 1.71 8350 0 10 1 0 0
N12 0 1.67 8128 0 6 0 0 0
N11 0 1.72 8408 0 13 2 0 0
N10 0 1.21 5892 0 15 1 0 0
N9 0 1.35 6596 1 15 1 0 0
N8 0 1.43 6963 0 6 0 0 0
N7 0 1.22 5957 1 18 1 0 0
N6 0 1.54 7519 3 16 2 0 0
N5 0 1.21 5912 0 8 0 0 0
N4 0 1.79 8749 0 26 1 1 0
N3 0 2.10 10259 0 7 0 0 0
N2 0 1.81 8816 0 6 0 0 0
N1 0 1.70 8318 21 27 14 1 0
N50 0 1.14 5563 0 6 0 0 0
N49 0 1.15 5616 0 4 0 0 0
N51 0 1.18 5747 0 7 0 0 0
Total number of iterations for all junctions.. 402476
Minimum number of possible iterations......... 278217
Efficiency of the simulation.................. 1.45
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 9.0798 0 25 0.0000 0.9202 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.5223 0 25 0.0000 1.4777 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.2355 0 25 0.0000 2.7645 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.1567 0 26 0.0000 3.8433 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0235 0 25 0.0000 4.9765 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6089 0 25 0.0000 5.3911 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.9188 0 25 0.0000 4.0812 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2206 0 25 0.0000 4.7794 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6662 0 25 0.0000 5.3338 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0851 0 26 0.0000 5.9149 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6223 0 26 0.0000 6.3777 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2842 0 25 0.0000 0.7158 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.4133 0 25 0.0000 1.5867 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 7.6740 0 25 0.0000 2.3260 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.0977 0 24 0.0000 1.9023 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.7065 0 25 0.0000 3.2935 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0298 0 25 0.0000 2.9702 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0725 0 25 0.0000 2.9275 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.0000 5.7858 0 26 0.0000 4.2142 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.8500 5.1258 0 27 0.0000 4.8742 557.8768 0.0000 0.0000 0.0000
N34 10.0000 5.0000 4.8295 0 27 0.0000 5.1705 1.0000 0.0000 0.0000 0.0000
N33 10.0000 5.4800 4.1910 0 27 0.0000 5.8090 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5267 0 25 0.0000 2.4733 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8165 0 26 0.0000 4.1835 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5570 0 25 0.0000 3.4430 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3877 0 25 0.0000 1.6123 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7415 0 25 0.0000 3.2585 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7438 0 25 0.0000 3.2562 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7165 0 26 0.4715 4.2835 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1938 0 27 0.8838 5.8062 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8335 0 22 0.0000 5.1665 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.6532 0 28 0.0000 6.3468 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.2106 0 28 0.0000 6.7894 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0376 0 25 0.0000 2.9624 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0937 0 25 0.0000 3.9063 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2524 0 27 0.0000 6.7476 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.2105 0 28 0.0000 6.7895 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.2119 0 28 0.8119 6.7881 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.5336 0 31 0.4986 7.4664 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1191 0 28 0.0000 6.8809 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.9424 0 29 0.0000 7.0576 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.7284 0 29 0.0000 7.2716 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.6030 0 30 0.0000 7.3970 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.3967 0 31 0.0000 7.6033 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6221 0 25 0.0000 5.3779 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5298 0 25 0.0000 6.4702 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0538 0 25 0.0000 6.9462 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0388 0 25 0.0000 4.9612 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5772 0 25 0.0000 5.4228 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3313 0 25 0.0000 5.6687 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8788 0 25 0.0000 7.1212 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0653 0 32 0.0000 7.9347 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 2.0304 0 32 0.0000 7.9696 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.9101 0 32 0.0000 8.0899 1.0000 0.0000 0.0000 0.0000
N50 10.0000 6.1000 5.7243 0 25 0.0000 4.2757 1.0000 0.0000 0.0000 0.0000
N49 10.0000 5.4000 5.0295 0 25 0.0000 4.9705 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8270 0 25 0.0000 5.1730 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 0.1517 0 25 0.5167 0 25 0.1481 9.0798 8.5223 .4494 .3057
5047 2.8812 1.4600 200.0000 0.0871 0 25 0.3084 0 21 0.0302 5.7243 4.6662 .1215 .3310
4946 2.4313 1.2321 200.0000 0.1015 0 25 0.3077 0 15 0.0417 5.0295 4.0851 .1475 .4256
5145 3.5733 1.8108 200.0000 0.1284 0 25 0.4347 0 15 0.0359 4.8270 3.1191 .1348 .5954
4440 10.0429 4.8092 400.0000 0.9007 0 24 1.0703 0 9 0.0897 8.0977 6.7065 .2442 1.766 *
4342 9.2249 4.4176 400.0000 0.1528 0 25 0.9473 0 25 0.0166 9.2842 8.4133 .2105 .2833
4241 8.1356 3.8959 400.0000 0.2958 0 25 1.3899 0 25 0.0364 8.4133 7.7131 .2833 .2828
3736 14.9983 3.6090 400.0000 0.1631 0 25 0.6261 0 8 0.0109 7.0725 5.7858 .1814 .6645
3534 3.6191 1.0570 200.0000 1.4124 0 27 0.7601 0 27 0.3903 5.1258 4.8894 .6292 .4469
3422 4.5448 1.1500 400.0000 1.3875 0 27 0.7696 0 28 0.3053 4.8295 4.3268 .5737 .3169
3130 13.5508 2.2744 300.0000 0.2437 0 25 0.4033 0 14 0.0180 7.5267 5.8165 .0890 .3883
3024 0.4621 2.9058 450.0000 0.4306 0 12 2.7288 0 12 0.9318 5.8165 4.1938 3.592 2.964
3036 6.7857 1.4251 400.0000 0.9058 0 26 0.5462 0 26 0.1335 5.8165 5.7858 .4913 .6645
2827 15.5945 3.7524 400.0000 0.2806 0 25 1.0980 0 25 0.0180 8.3877 6.7870 .2192 .2176
2726 18.5574 3.1124 300.0000 0.5615 0 25 0.2160 0 25 0.0303 6.7415 6.7438 .1382 .8126
2629 2.4524 0.5150 400.0000 0.5510 0 25 0.3994 0 25 0.2247 6.7438 6.5570 .6094 .3926
2930 11.6053 2.4373 400.0000 0.9738 0 25 1.0522 0 23 0.0839 6.5570 5.8165 .3926 .4913
2725 0.2218 2.0080 375.0000 0.2607 0 11 2.4087 0 10 1.1755 6.7415 5.7165 3.710 2.257
2524 0.2779 2.5163 375.0000 0.2558 0 12 2.4512 0 11 0.9203 5.7165 4.1938 2.257 3.556
2422 0.8401 2.9711 600.0000 0.6428 0 12 2.2613 0 12 0.7652 4.1938 3.6532 2.673 2.988
L575 4.4056 1.1111 300.0000 0.4697 0 22 0.5343 0 22 0.1066 4.8335 3.6532 .4450 .8440
2117 10.3655 2.0976 500.0000 0.2300 0 23 0.4562 0 14 0.0222 3.2106 3.2105 .4213 .5211
1714B 8.1188 0.9553 500.0000 2.0013 0 28 0.6104 0 28 0.2465 3.2105 3.1191 .6211 .5381
1716 3.1532 3.6415 1050.000 2.0558 0 16 2.3467 0 16 0.6520 3.2105 3.2116 1.391 1.773
1615 0.7725 1.7486 750.0000 1.2191 0 17 2.7437 0 17 1.5781 3.2119 2.5336 2.495 1.764
1614A 0.7872 1.7819 750.0000 0.8415 0 16 1.8976 0 16 1.0690 3.2119 2.9424 2.082 1.789
4514B 28.0567 3.5017 450.0000 0.5277 0 26 0.9107 0 13 0.0188 3.6223 3.1191 .2717 .5979
4515 0.1942 2.7467 300.0000 0.1729 0 8 2.4178 0 8 0.8904 3.6223 2.5336 3.740 4.411
1502 0.6052 1.1322 825.0000 1.3717 0 16 2.7522 0 16 2.2664 2.5336 2.0304 1.604 1.188
14A13 16.6072 0.8411 1700.000 -3.9576 0 29 -0.6348 0 28 -0.2383 2.9424 2.7284 .6367 .6637
1312 15.7543 0.6101 1400.000 3.9504 0 29 0.5557 0 26 0.2507 2.7284 2.6030 .6203 .6593
1211 22.0747 0.6694 1700.000 3.8545 0 30 0.3855 0 29 0.1746 2.6030 2.3967 .5430 .6216
1103 34.9730 0.7240 2000.000 4.2054 0 31 0.4414 0 31 0.1202 2.3967 2.0653 .5284 .4826
0912 7.4604 1.8954 400.0000 0.1024 0 25 0.0530 0 25 0.0137 3.5298 2.6030 .0744 1.507 *
0908 0.1628 1.4741 375.0000 0.1336 0 13 1.1971 0 13 0.8209 3.5298 3.0538 2.746 2.810
0811 6.0914 1.5476 400.0000 0.2238 0 25 0.3526 0 18 0.0367 3.0538 2.3967 .1346 .9918
0804 0.2208 1.3886 450.0000 0.2386 0 12 1.4907 0 12 1.0803 3.0538 2.8788 2.341 2.619
0201 142.3584 2.9703 2000.000 6.6593 0 32 1.3660 0 51 0.0468 2.0304 1.9101 .4902 .4900
50b50 13.6470 6.9913 400.0000 0.0898 0 25 0.8809 0 24 0.0066 5.9188 5.7243 .0470 .0607
49b40 13.6470 6.9913 400.0000 0.1049 0 25 0.9019 0 22 0.0077 5.2206 5.0295 .0516 .0737
51b50 13.6470 6.9913 400.0000 0.1300 0 25 1.0805 0 25 0.0095 5.0235 4.8270 .0587 .0674
L610 0.9764 2.2101 750.0000 0.7994 0 27 1.7986 0 27 0.8188 4.1910 2.9424 2.121 1.789
51b48 0.0407 1.0234 225.0000 0.0667 0 6 1.6545 0 6 1.6385 5.0235 4.6089 5.437 4.483
5352o 1.1925 2.1371 300.0000 0.2884 0 25 1.2319 0 25 0.2418 8.5223 7.2355 .4076 .4518
5352u 0.0273 1.5423 150.0000 0.0365 1 2 2.0951 1 2 1.3390 8.5223 7.2355 7.481 7.570
5238o 1.6591 2.2063 400.0000 0.3039 0 25 1.1525 0 25 0.1831 7.2355 6.1567 .3388 .3917
5238u 0.0735 1.8497 225.0000 0.0725 0 10 1.7865 0 10 0.9862 7.2355 6.1567 5.046 5.140
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1567 5.0235 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0617 0 25 1.5104 0 25 0.9301 6.1567 5.0235 5.140 5.437
5049u 0.0573 1.4423 225.0000 0.0547 0 13 1.4079 0 36 0.9546 5.9188 5.2206 .9724 .9806
4948u 0.0590 1.4830 225.0000 0.0696 0 24 1.7058 0 24 1.1795 5.2206 4.6089 5.425 4.483
4845o 2.5500 1.2922 200.0000 0.0144 0 25 0.1241 0 9 0.0057 4.6089 3.6223 .0444 .6113
4845u 0.1309 1.8523 300.0000 0.1149 0 7 1.6089 0 7 0.8774 4.6089 3.6223 3.362 3.740
4746o 17.3588 2.8540 400.0000 0.1187 0 25 0.6492 0 25 0.0068 4.6662 4.0851 .1655 .2128
4746u 0.1498 2.1194 300.0000 0.1006 0 24 1.4009 0 24 0.6717 4.6662 4.0851 3.554 3.617
4645o 15.8729 2.3953 400.0000 0.1846 0 26 0.5049 0 26 0.0116 4.0851 3.6223 .2128 .3057
4645u 0.1105 1.5637 300.0000 0.0982 0 26 1.3655 0 26 0.8882 4.0851 3.6223 3.617 3.740
4140o 7.7278 3.7006 400.0000 0.0910 0 25 0.6723 0 23 0.0118 7.6740 6.7065 .1850 .2663
4140u 0.3099 2.8063 375.0000 0.2085 0 15 1.8718 0 15 0.6727 7.6740 6.7065 2.864 2.950
4038o 9.0986 2.1894 400.0000 0.2769 0 25 0.5104 0 24 0.0304 6.7065 6.1567 .2663 .3917
4038u 0.2678 1.6839 450.0000 0.2372 0 24 1.4775 0 24 0.8858 6.7065 6.1567 2.458 2.570
3938o 6.1031 3.1255 400.0000 0.0864 0 25 0.3933 0 11 0.0142 7.0298 6.1567 .0745 .3917
3938u 0.0261 1.4762 150.0000 0.0246 0 9 1.3474 0 9 0.9433 7.0298 6.1567 6.865 7.711
3836o 9.9729 2.0945 400.0000 0.8059 0 26 0.5709 0 25 0.0808 6.1567 5.7858 .3917 .6645
3836u 0.3282 2.0635 450.0000 0.2595 0 13 1.6165 0 13 0.7908 6.1567 5.7858 2.570 2.924
3635o 16.4091 3.0562 400.0000 1.9156 0 26 1.1317 0 26 0.1167 5.7858 5.6357 .4645 .4641
3635u 0.5739 3.6087 450.0000 0.3972 0 14 2.5978 0 12 0.6921 5.7858 5.1258 2.924 2.501
3533o 2.6252 3.2815 800.0000 0.7399 0 27 2.8083 0 27 0.2818 5.1258 4.9405 .3323 .3257
3533u 0.0414 2.0715 100.0000 0.0675 0 30 3.1939 0 30 1.6293 5.1258 4.1910 11.26 2.909
2217o 14.0423 2.7133 500.0000 1.4146 0 28 1.0359 0 40 0.1007 3.6532 3.2105 .5064 .5211
2217u 0.6241 1.4127 750.0000 0.9554 0 12 2.1381 0 13 1.5308 3.6532 3.2105 2.390 1.947
2019o 11.6942 3.9474 300.0000 0.3761 0 25 0.8062 0 22 0.0322 7.0376 6.0937 .1254 .3123
2019u 0.6375 4.0085 450.0000 0.4161 0 34 2.6007 0 34 0.6527 7.0376 6.0937 2.305 3.541
1918o 18.5045 3.0423 400.0000 0.3096 0 25 0.2602 0 25 0.0167 6.0937 3.2524 .2342 .6310
1918u 0.9440 3.3387 600.0000 0.8517 0 25 2.9846 0 25 0.9023 6.0937 3.2524 2.656 2.254
1817o 9.1593 1.0777 500.0000 1.1138 0 26 0.5728 0 23 0.1216 3.2524 3.2105 .5048 .5211
1817u 0.5070 1.7932 600.0000 0.6633 0 12 2.3168 0 12 1.3082 3.2524 3.2105 2.254 2.434
1009o 8.3091 2.9884 300.0000 0.0642 0 25 0.4525 0 25 0.0077 4.6221 3.5298 .0737 .0992
1009u 0.2415 2.1864 375.0000 0.1842 0 23 1.6747 0 11 0.7628 4.6221 3.5298 2.725 2.746
0706o 7.2322 2.5959 300.0000 0.1401 0 25 0.3865 0 24 0.0194 5.0388 4.5772 .1292 .2574
0706u 0.1248 1.7661 300.0000 0.0879 0 12 1.2254 0 12 0.7041 5.0388 4.5772 3.462 3.590
0604o 9.6606 3.5618 300.0000 0.6249 0 25 1.1742 0 25 0.0647 4.5772 2.8788 .2574 .2627
0604u 0.3116 2.8210 375.0000 0.3048 0 11 2.7394 0 11 0.9784 4.5772 2.8788 2.872 3.143
0504o 8.6316 3.1438 300.0000 0.1161 0 25 0.4472 0 15 0.0134 4.3313 2.8788 .1043 .2627
0504u 0.1541 2.1802 300.0000 0.1355 0 13 1.8915 0 13 0.8791 4.3313 2.8788 3.437 3.929
0403o 9.0589 2.2976 400.0000 0.5765 0 25 0.7832 0 25 0.0636 2.8788 2.0704 .1970 .1761
0403u 1.9283 4.3647 750.0000 1.1830 0 15 2.8483 0 15 0.6135 2.8788 2.0653 1.571 1.287
0302o 2.9365 0.3239 300.0000 3.7319 0 32 0.6610 0 38 1.2709 2.0653 2.0304 .8176 .7347
0302u 3.2556 3.6173 600.0000 0.7890 0 46 0.8753 0 46 0.2423 2.0653 2.0304 1.608 1.634
14b14ao 75.9084 3.3944 500.0000 2.4928 0 28 0.3189 0 16 0.0328 3.1191 2.9424 .2581 .8848
14b14au 0.1270 1.7965 300.0000 0.1193 0 52 1.6638 0 52 0.9395 3.1191 2.9424 4.396 4.474
FREE # 1 Undefnd Undefnd Undefn 6.6593 0 32
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
5453 0.1667 4.8958 0.0000 114.9375 0.0969 0.2937 0.0780
5047 64.3056 12.7083 0.0000 42.9861 0.0426 0.4225 0.0093
4946 34.3889 25.7431 0.0000 59.8681 0.0527 0.5245 0.0108
5145 40.1944 30.3542 0.0000 49.4514 0.0636 0.6364 0.0139
4440 0.1667 51.5625 0.0000 68.2708 0.1448 1.0271 0.0794
4342 0.1667 119.8333 0.0000 0.0000 0.0480 0.1613 0.0935
4241 0.1667 0.0000 0.0000 119.8333 0.0560 0.2131 0.1572
3736 0.1667 54.4583 0.0000 65.3750 0.0831 1.0550 0.0325
3534 83.7500 0.0000 0.0000 36.2500 0.1079 1.8582 0.0818
3422 42.9139 0.0000 0.0000 77.0861 0.1767 1.8031 0.1371
3130 0.1667 26.1944 0.0000 93.6389 0.0655 1.3097 0.0131
3024 0.1667 36.5486 0.0000 83.2847 0.1326 0.1636 3.3037
3036 75.4931 30.0000 14.5069 0.0000 0.1160 1.6599 0.1261
2827 0.1667 0.0000 0.0000 119.8333 0.0430 0.2558 0.0959
2726 87.4792 32.5208 0.0000 0.0000 0.1297 2.6244 0.0304
2629 0.2500 119.7500 0.0000 0.0000 0.1060 1.3811 0.0800
2930 0.2500 23.3333 0.0000 96.4167 0.0923 0.9845 0.1754
2725 0.1667 119.8333 0.0000 0.0000 0.1083 0.1139 2.1522
2524 0.1667 36.7708 0.0000 83.0625 0.1118 0.1152 2.0913
2422 0.1667 119.8333 0.0000 0.0000 0.1679 0.2908 3.4148
L575 0.1667 23.2917 0.0000 96.5417 0.0995 1.7164 0.0707
2117 2.8333 30.2917 0.0000 86.8750 0.2231 2.2931 0.0238
1714B 79.7014 30.9167 9.3819 0.0000 0.1433 3.2795 0.1769
1716 0.1667 116.5833 0.0000 3.2500 0.2938 0.8902 3.5156
1615 0.1667 119.8333 0.0000 0.0000 0.2275 0.4522 4.1484
1614A 3.1944 62.7361 54.0694 0.0000 0.2282 0.4626 2.2448
4514B 69.7431 40.5208 0.0000 9.7361 0.0988 1.7813 0.0730
4515 0.1667 119.8333 0.0000 0.0000 0.0839 0.0728 2.4062
1502 0.1667 119.8333 0.0000 0.0000 0.2366 0.5473 2.7039
14A13 7.7778 112.2222 0.0000 0.0000 0.3775 6.2361 0.7014
1312 7.8056 112.1944 0.0000 0.0000 0.3199 7.4842 0.4797
1211 8.0278 111.9722 0.0000 0.0000 0.4901 10.0605 0.3797
1103 0.1667 119.8333 0.0000 0.0000 0.3480 9.5287 0.4462
0912 99.6875 20.3125 0.0000 0.0000 0.1833 1.9317 0.0136
0908 0.1667 119.8333 0.0000 0.0000 0.1049 0.1137 1.2314
0811 94.4833 20.3333 0.0000 5.1833 0.1846 1.9425 0.0244
0804 0.1667 119.8333 0.0000 0.0000 0.1301 0.1634 1.3286
0201 0.1667 119.8333 0.0000 0.0000 0.3533 8.1102 0.8714
50b50 94.6181 25.3819 0.0000 0.0000 0.0211 0.1021 0.0189
49b40 86.0903 33.9097 0.0000 0.0000 0.0244 0.1183 0.0222
51b50 66.6736 53.3264 0.0000 0.0000 0.0248 0.1203 0.0272
L610 3.1667 116.8333 0.0000 0.0000 0.2099 0.4543 2.6235
51b48 0.1667 119.8333 0.0000 0.0000 0.0650 0.0410 1.4556
5352o 64.9375 22.9583 0.0000 32.1042 0.1135 0.2341 0.1587
5352u 0.1667 119.8333 0.0000 0.0000 0.0454 0.0184 1.7143
5238o 75.7778 40.4167 0.0000 3.8056 0.1261 0.2644 0.1672
5238u 0.1667 119.8333 0.0000 0.0000 0.0630 0.0411 1.9879
3851o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3851u 0.1667 119.8333 0.0000 0.0000 0.0630 0.0412 1.7955
5049u 3.2222 37.9792 0.0000 78.7986 0.0678 0.0394 0.3013
4948u 0.2500 119.7500 0.0000 0.0000 0.0647 0.0410 1.9014
4845o 79.4583 40.4861 0.0000 0.0556 0.0587 0.5892 0.0016
4845u 0.1667 119.8333 0.0000 0.0000 0.0907 0.0740 1.5222
4746o 106.1264 13.8736 0.0000 0.0000 0.0363 0.1895 0.0475
4746u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.5012
4645o 93.7986 26.2014 0.0000 0.0000 0.0512 0.3659 0.0523
4645u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.5070
4140o 112.8333 7.1667 0.0000 0.0000 0.0436 0.1356 0.0605
4140u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1140 1.9805
4038o 97.7083 22.2917 0.0000 0.0000 0.0666 0.5594 0.0652
4038u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 1.6666
3938o 80.5625 37.1042 0.0000 2.3333 0.0819 0.4150 0.0192
3938u 0.2500 119.7500 0.0000 0.0000 0.0426 0.0184 1.2959
3836o 75.4097 44.5903 0.0000 0.0000 0.1066 1.4252 0.1197
3836u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 1.8966
3635o 69.6319 0.0000 0.0000 50.3681 0.1154 1.6927 0.2102
3635u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1638 2.2129
3533o 59.1944 0.0000 0.0000 60.8056 0.1725 0.2634 0.7391
3533u 0.5000 5.3333 0.0000 114.1667 0.0396 0.0214 2.0563
2217o 89.1528 19.9271 0.0000 10.9201 0.1007 1.5233 0.2388
2217u 0.1667 119.8333 0.0000 0.0000 0.2269 0.4525 3.3588
2019o 100.5708 10.9792 0.0000 8.4500 0.0613 0.6101 0.0399
2019u 0.1667 119.8333 0.0000 0.0000 0.1352 0.1664 2.6362
1918o 106.8958 13.1042 0.0000 0.0000 0.0724 1.2350 0.0440
1918u 0.1667 119.8333 0.0000 0.0000 0.1679 0.2912 4.3851
1817o 85.6042 18.0208 0.0000 16.3750 0.1128 2.4742 0.1183
1817u 0.1667 119.8333 0.0000 0.0000 0.1825 0.2942 2.2406
1009o 113.4167 6.5833 0.0000 0.0000 0.0227 0.1426 0.0115
1009u 0.1667 119.8333 0.0000 0.0000 0.1093 0.1139 1.6908
0706o 93.4375 26.5625 0.0000 0.0000 0.0457 0.3651 0.0222
0706u 0.1667 119.8333 0.0000 0.0000 0.0890 0.0728 1.2495
0604o 88.7014 3.3125 0.0000 27.9861 0.0611 0.5348 0.0910
0604u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1135 2.7085
0504o 100.1597 12.1875 0.0000 7.6528 0.0428 0.3426 0.0186
0504u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0730 1.8687
0403o 101.4583 5.1333 0.0000 13.4083 0.0740 0.7362 0.0584
0403u 0.1667 119.8333 0.0000 0.0000 0.2196 0.4574 2.5391
0302o 88.9306 18.6042 0.0000 12.4653 0.1384 5.8129 0.1495
0302u 0.1667 119.8333 0.0000 0.0000 0.3110 0.9868 0.6911
14b14ao 86.7500 33.2500 0.0000 0.0000 0.1854 9.9875 0.0713
14b14au 7.3333 112.6667 0.0000 0.0000 0.0839 0.0727 1.8255
*===========================================*
| 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 0.0312 224.5308 0.0004 0.9988 0.3708 0.0385 0.0963 3.0339
5047 0.0073 52.6984 0.0001 0.5429 0.4475 0.0047 0.0460 0.0350
4946 0.0134 96.4752 0.0002 0.7636 0.5405 0.0097 0.0959 0.0350
5145 0.0250 180.3007 0.0003 0.7208 0.5469 0.0160 0.1586 0.0350
4440 0.0410 295.5302 0.0039 0.9988 0.7346 0.0643 0.4265 1.2136
4342 0.0304 219.1875 0.0006 0.9988 0.8828 0.0212 0.0460 1.2136
4241 0.0586 421.7589 0.0008 0.9988 1.1391 0.0244 0.0603 1.2136
3736 0.0326 234.6166 0.0006 0.9988 0.5997 0.0289 0.2435 1.3484
3534 0.1405 1011.5203 0.0036 0.3645 0.2703 0.0174 0.2968 0.0450
3422 0.1413 1017.4026 0.0033 0.6847 0.4458 0.0307 0.3093 0.0450
3130 0.0482 347.0068 0.0009 0.9988 0.9838 0.0137 0.2735 2.3597
3024 0.1454 1046.9864 0.0011 0.9988 1.2951 0.0763 0.0772 0.8765
3036 0.1023 736.5735 0.0014 0.4364 0.0941 0.0332 0.3113 0.0203
2827 0.0560 403.4777 0.0008 0.9988 1.0620 0.0187 0.0728 1.3484
2726 0.0600 432.2607 0.0020 0.3159 0.0845 0.0535 0.5441 0.0200
2629 0.0695 500.4199 0.0011 0.9988 0.1873 0.0371 0.2830 2.3597
2930 0.1628 1172.1962 0.0013 0.9988 0.7626 0.0338 0.2217 1.3484
2725 0.0952 685.7502 0.0008 0.9988 1.0522 0.0671 0.0598 0.8765
2524 0.0950 683.9372 0.0008 0.9969 1.3311 0.0644 0.0544 0.0141
2422 0.2411 1735.8287 0.0020 0.9988 0.8397 0.1061 0.1504 0.8765
L575 0.0871 626.7723 0.0016 0.9988 0.4000 0.0336 0.3693 3.0339
2117 0.0484 348.8311 0.0013 0.9871 0.7791 0.0456 0.4607 0.0200
1714B 0.1829 1317.1927 0.0050 0.3909 0.0592 0.0339 0.5891 0.0213
1716 0.7355 5295.4359 0.0062 0.9988 0.6497 0.1878 0.4589 0.8765
1615 0.5567 4008.1881 0.0036 0.9988 0.6503 0.1680 0.3124 0.8765
1614A 0.1789 1287.8178 0.0034 0.9844 0.1902 0.1607 0.2874 0.0130
4514B 0.0957 689.1824 0.0016 0.4880 0.2109 0.0276 0.4157 0.0215
4515 0.0863 621.2369 0.0007 0.9988 0.7065 0.0664 0.0552 0.8765
1502 0.6424 4625.4040 0.0037 0.9988 0.9081 0.1770 0.3321 0.8765
14A13 -0.7059 -5082.369 0.0103 0.9596 0.0004 0.2159 1.7758 0.1226
1312 0.7077 5095.3986 0.0092 0.9592 0.1271 0.1456 1.8988 0.1176
1211 0.7051 5076.7785 0.0089 0.9578 0.0811 0.1882 2.8830 0.1235
1103 0.8419 6061.5324 0.0099 0.9988 0.1175 0.1957 2.7196 8.4275
0912 0.0065 47.1489 0.0001 0.1893 0.0110 0.0632 0.6604 0.0450
0908 0.0438 315.5547 0.0004 0.9988 0.6152 0.0603 0.0499 0.9439
0811 0.0236 170.1606 0.0003 0.2436 0.0653 0.0420 0.4342 0.0450
0804 0.0668 480.7301 0.0009 0.9988 0.5460 0.0772 0.0801 0.8765
0201 1.9380 13953.588 0.0239 0.9988 0.4590 0.2101 2.3909 2.6969
50b50 0.0076 54.6813 0.0004 0.2444 0.4335 0.0032 0.0152 0.0100
49b40 0.0137 98.4380 0.0004 0.3245 0.5710 0.0058 0.0243 0.0100
51b50 0.0253 182.0993 0.0005 0.5149 1.0151 0.0079 0.0371 0.0100
L610 0.2222 1599.5300 0.0019 0.9844 0.4703 0.1465 0.2360 0.0130
51b48 0.0293 211.1974 0.0003 0.9988 0.6871 0.0463 0.0275 0.9439
5352o 0.0484 348.5888 0.0009 0.5358 0.5712 0.0307 0.0602 0.0350
5352u 0.0170 122.2492 0.0002 0.9988 1.1448 0.0308 0.0121 0.9439
5238o 0.0421 303.0389 0.0010 0.4321 0.3426 0.0311 0.0621 0.0350
5238u 0.0356 256.0572 0.0003 0.9988 1.0717 0.0420 0.0247 0.8765
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0031 0.0058 0.0350
3851u 0.0322 231.5140 0.0003 0.9988 0.6983 0.0452 0.0269 0.8765
5049u 0.0200 144.2383 0.0002 0.9840 1.1217 0.0377 0.0171 0.0140
4948u 0.0297 213.8763 0.0002 0.9988 0.5382 0.0405 0.0246 0.9439
4845o 0.0038 27.5563 0.0000 0.3911 0.0417 0.0183 0.1827 0.0350
4845u 0.0554 399.0843 0.0004 0.9988 0.8624 0.0562 0.0446 0.8765
4746o 0.0045 32.0633 0.0004 0.1383 0.0572 0.0041 0.0161 0.0211
4746u 0.0568 409.0480 0.0003 0.9988 0.8601 0.0462 0.0336 0.8765
4645o 0.0138 99.1385 0.0006 0.2510 0.0767 0.0118 0.0673 0.0210
4645u 0.0616 443.2863 0.0003 0.9988 0.4233 0.0527 0.0426 0.9439
4140o 0.0029 20.6303 0.0003 0.0703 0.0423 0.0039 0.0095 0.0186
4140u 0.0558 401.6537 0.0008 0.9988 0.8843 0.0571 0.0506 0.8765
4038o 0.0169 121.5696 0.0003 0.2219 0.0605 0.0126 0.0807 0.0185
4038u 0.0960 691.3004 0.0006 0.9988 0.6298 0.0742 0.0903 0.8765
3938o 0.0108 77.6206 0.0001 0.3815 0.1254 0.0203 0.1015 0.0250
3938u 0.0105 75.9094 0.0001 0.9988 0.5039 0.0280 0.0113 0.8090
3836o 0.0997 718.0083 0.0024 0.4378 0.1432 0.0304 0.2968 0.0204
3836u 0.1179 848.9051 0.0012 0.9988 0.3383 0.0945 0.1157 0.8765
3635o 0.2485 1789.3278 0.0064 0.4917 0.4694 0.0285 0.3022 0.0209
3635u 0.1451 1044.4621 0.0012 0.9988 0.4910 0.1133 0.1461 0.9439
3533o 0.1703 1226.1820 0.0024 0.5177 1.0512 0.0630 0.0860 0.0150
3533u 0.0518 373.1834 0.0001 0.9973 2.7662 0.0330 0.0193 0.0162
2217o 0.1356 976.5437 0.0040 0.2983 0.1916 0.0197 0.1879 0.0214
2217u 0.3663 2637.5328 0.0028 0.9988 0.6377 0.1360 0.2364 0.8765
2019o 0.0263 189.2848 0.0014 0.1871 0.2308 0.0057 0.0566 0.0200
2019u 0.1264 910.3393 0.0014 0.9988 1.6570 0.0763 0.0676 0.8765
1918o 0.0128 92.0310 0.0012 0.1280 0.0159 0.0144 0.2228 0.0208
1918u 0.2631 1894.0029 0.0024 0.9988 1.1026 0.1044 0.1321 0.8765
1817o 0.1767 1272.5441 0.0026 0.3327 0.1327 0.0270 0.4246 0.0211
1817u 0.1709 1230.4283 0.0026 0.9988 0.6784 0.1143 0.1598 0.8765
1009o 0.0018 13.2731 0.0003 0.0647 0.0487 0.0017 0.0100 0.0212
1009u 0.0483 348.0925 0.0006 0.9988 1.0409 0.0541 0.0408 0.9439
0706o 0.0125 90.1418 0.0006 0.2551 0.1385 0.0076 0.0537 0.0211
0706u 0.0330 237.6060 0.0003 0.9988 0.6536 0.0516 0.0349 0.8765
0604o 0.0682 491.0381 0.0017 0.3030 0.4106 0.0110 0.0822 0.0209
0604u 0.1211 872.2291 0.0010 0.9988 1.3969 0.0680 0.0591 0.8765
0504o 0.0076 54.5168 0.0005 0.1846 0.1450 0.0041 0.0281 0.0208
0504u 0.0414 298.0386 0.0004 0.9988 0.7546 0.0510 0.0348 0.8765
0403o 0.0284 204.6441 0.0015 0.1758 0.1421 0.0074 0.0732 0.0450
0403u 0.3726 2682.7779 0.0030 0.9988 1.0215 0.1286 0.2122 0.8765
0302o 0.4693 3378.8018 0.0085 0.3071 0.1498 0.0289 0.9308 0.0273
0302u 0.7782 5603.3635 0.0024 0.9988 0.1727 0.1793 0.5513 0.4719
14b14ao 0.2682 1930.9162 0.0076 0.3255 0.0613 0.0331 1.6221 0.0350
14b14au 0.0378 272.2036 0.0004 0.9629 0.1966 0.0700 0.0580 0.0140
FREE # 1 1.9380 13953.742
*===============================================================*
| 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 0.1517 0.0000 0.5465 0.1164 0.1564 9.0796 8.5223 Max Flow
5047 0.0870 0.0000 0.1651 0.0198 0.0243 5.7243 4.6658 Max Flow
4946 0.1015 0.0000 0.1495 0.0221 0.0293 5.0295 4.0800 Max Flow
5145 0.1283 0.0000 0.1210 0.0258 0.0268 4.8269 3.1020 Max Flow
4440 0.2035 0.0000 0.0109 0.1238 0.0975 8.0976 6.7014 Max Flow
4342 0.1528 0.0000 0.4000 0.1115 0.0839 9.2842 8.4133 Max Flow
4241 0.2956 0.0000 0.7020 0.1433 0.1131 8.4131 7.7131 Max Flow
3736 0.1630 0.0000 0.0150 0.0862 0.0721 7.0725 5.7780 Max Flow
3534 1.4121 0.0000 0.2279 0.0894 0.1137 5.1258 4.8894 Max Flow
3422 1.3875 0.0000 0.4837 0.1268 0.1939 4.8294 4.3268 Max Flow
3130 0.2435 0.0000 0.0984 0.0248 0.0264 7.5267 5.8095 Max Flow
3024 0.4220 1.1152 1.0482 0.4231 0.3381 5.6277 3.2518 Max Flow
3036 0.9056 0.0000 0.0438 0.1719 0.1948 5.8165 5.7855 Max Flow
2827 0.2805 0.0000 1.6009 0.1074 0.0870 8.3876 6.7870 Max Flow
2726 0.5598 0.0000 0.0029 0.0431 0.0364 6.7398 6.7422 Max Flow
2629 0.5510 0.0000 0.1749 0.1377 0.2330 6.7438 6.5570 Max Flow
2930 0.9735 0.0000 0.4807 0.1776 0.1569 6.5570 5.8130 Max Flow
2725 0.2606 0.8554 0.6084 0.3506 0.3750 6.7089 5.2219 Max Flow
2524 0.2542 0.4820 1.5832 0.3488 0.2821 5.2774 3.2518 Max Flow
2422 0.6186 0.2532 0.3912 0.5090 0.3830 3.6860 3.0950 Max Flow
L575 0.4654 0.0000 1.1623 0.1123 0.1325 4.8325 3.5386 Max Flow
2117 0.2287 0.0000 0.0007 0.0379 0.0487 3.1593 3.1593 Max Flow
1714B 2.0010 0.0000 0.0823 0.2353 0.3167 3.2105 3.1191 Max Flow
1716 2.0533 -0.1708 0.1656 0.8151 0.6176 3.0417 3.0415 Max Flow
1615 1.2187 0.4284 0.3199 0.6657 0.7500 3.0439 2.2954 Max Flow
1614A 0.8410 0.4099 0.0566 0.5683 0.6818 3.0378 2.5682 Max Flow
4514B 0.5277 0.0000 0.0309 0.1482 0.1220 3.6223 3.1136 Max Flow
4515 0.1729 0.6445 0.9994 1.0024 0.2207 3.5024 1.8525 Max Flow
1502 1.3716 -0.2116 0.8197 0.7000 0.8250 2.2931 1.7178 Max Flow
14A13 0.0010 0.0000 0.0001 0.0048 0.0206 1.9169 1.9170 Max Flow
1312 3.9498 0.0000 0.1390 0.5608 0.8559 2.7283 2.5931 Max Flow
1211 3.8542 0.0000 0.2139 0.5291 0.8929 2.6030 2.3926 Max Flow
1103 4.2053 0.0000 0.3220 0.5639 1.0624 2.3967 2.0651 Max Flow
0912 0.1024 0.0000 0.0030 0.0217 0.0293 3.5298 2.4686 Max Flow
0908 0.1336 0.1592 0.3297 0.2696 0.2587 3.5045 3.0155 Max Flow
0811 0.2238 0.0000 0.0333 0.0372 0.0535 3.0538 2.2701 Max Flow
0804 0.2375 0.1974 0.3428 0.3431 0.4500 3.0084 2.4475 Max Flow
0201 6.6591 0.0000 0.1203 0.7848 0.9801 2.0304 1.9101 Max Flow
50b50 0.0898 0.0000 0.1331 0.0328 0.0183 5.9188 5.7242 Max Flow
49b40 0.1049 0.0000 0.1116 0.0362 0.0199 5.2206 5.0294 Max Flow
51b50 0.1300 0.0000 0.1617 0.0417 0.0226 5.0235 4.8269 Max Flow
L610 0.7994 0.6030 0.6622 0.5541 0.5163 4.1902 2.9246 Max Flow
51b48 0.0666 0.3192 0.5212 0.2064 0.2250 4.7854 3.9433 Max Flow
5352o 0.2883 0.0000 1.1166 0.1370 0.1222 8.5223 7.2354 Max Flow
5352u 0.0364 0.0823 2.0965 1.0085 0.1500 8.4085 6.2345 Max Flow
5238o 0.3037 0.0000 0.8972 0.1418 0.1353 7.2355 6.1553 Max Flow
5238u 0.0724 0.1481 1.0233 0.2102 0.1815 7.1080 5.9404 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0617 0.1514 0.9839 0.2014 0.1717 6.1561 5.0214 Max Flow
5049u 0.0547 0.1426 0.5552 0.1929 0.1760 5.9132 5.2161 Max Flow
4948u 0.0696 0.0811 0.5292 0.2085 0.2250 5.2205 4.6087 Max Flow
4845o 0.0144 0.0000 0.0020 0.0053 0.0087 4.6089 3.6217 Max Flow
4845u 0.1149 0.4440 0.8301 0.2595 0.2180 4.4533 3.1707 Max Flow
4746o 0.1185 0.0000 0.3343 0.0751 0.0660 4.6661 4.0825 Max Flow
4746u 0.1006 0.3254 0.2621 0.2456 0.1800 4.6591 4.0717 Max Flow
4645o 0.1846 0.0000 0.1769 0.0898 0.0848 4.0851 3.6222 Max Flow
4645u 0.0982 0.0818 0.3813 0.2430 0.2202 4.0851 3.6222 Max Flow
4140o 0.0907 0.0000 0.3616 0.0901 0.0735 7.6739 6.7063 Max Flow
4140u 0.2084 0.5868 0.4447 0.3293 0.2252 7.4900 6.4580 Max Flow
4038o 0.2767 0.0000 0.2007 0.1068 0.1062 6.7065 6.1561 Max Flow
4038u 0.2372 0.0939 0.4619 0.3429 0.3296 6.7053 6.1494 Max Flow
3938o 0.0863 0.0000 0.0311 0.0320 0.0294 7.0298 6.1535 Max Flow
3938u 0.0245 0.3109 0.8238 0.1381 0.1153 6.9862 5.8454 Max Flow
3836o 0.8059 0.0000 0.1133 0.1632 0.1566 6.1567 5.7843 Max Flow
3836u 0.2595 0.0963 0.3252 0.3577 0.3019 6.0746 5.6532 Max Flow
3635o 1.9155 0.0980 0.1502 0.1915 0.1857 5.7858 5.6357 Max Flow
3635u 0.3968 1.0306 0.2078 0.4177 0.2753 5.6756 4.4271 Max Flow
3533o 0.7398 -0.3119 0.1847 0.3821 0.2605 5.1258 4.9405 Max Flow
3533u 0.0675 0.8592 0.2313 1.1071 0.1000 5.1071 4.0142 Max Flow
2217o 1.4146 0.0000 0.4067 0.2512 0.2529 3.6532 3.2100 Max Flow
2217u 0.9554 0.2312 0.2496 0.6034 0.7500 3.0582 2.5512 Max Flow
2019o 0.3757 0.0000 0.1972 0.0529 0.0375 7.0376 6.0903 Max Flow
2019u 0.4158 1.1667 0.6306 0.4218 0.2649 6.9988 5.1969 Max Flow
1918o 0.3095 0.0000 0.1041 0.1109 0.0935 6.0937 3.2461 Max Flow
1918u 0.8517 0.7703 2.0777 0.5621 0.4463 6.0919 3.2418 Max Flow
1817o 1.1121 0.0000 0.0516 0.1896 0.2514 3.2512 3.2000 Max Flow
1817u 0.6605 0.2271 0.2427 0.5223 0.6000 2.9223 2.4412 Max Flow
1009o 0.0640 0.0000 0.7079 0.0245 0.0217 4.6221 3.5287 Max Flow
1009u 0.1842 0.4687 0.6262 0.3135 0.2453 4.6190 3.5242 Max Flow
0706o 0.1400 0.0000 0.1321 0.0400 0.0385 5.0388 4.5770 Max Flow
0706u 0.0878 0.2580 0.2402 0.2307 0.1857 5.0120 4.5137 Max Flow
0604o 0.6249 0.0000 1.6697 0.0986 0.0771 4.5772 2.8781 Max Flow
0604u 0.3048 0.5142 1.6968 1.0044 0.3002 4.5044 2.2821 Max Flow
0504o 0.1159 0.0000 0.2346 0.0357 0.0309 4.3313 2.8781 Max Flow
0504u 0.1354 0.5958 1.2025 0.2744 0.2182 4.3159 2.5031 Max Flow
0403o 0.5764 0.0000 0.7999 0.0704 0.0748 2.8788 2.0704 Max Flow
0403u 1.1828 0.8039 0.2189 0.6595 0.4246 2.8098 1.7295 Max Flow
0302o 3.7319 0.0000 0.0289 0.1603 0.2947 2.0653 2.0304 Max Flow
0302u 0.7889 0.0662 0.0029 0.3043 0.1832 1.8815 1.8121 Max Flow
14b14ao 2.4926 0.0000 0.0072 0.1403 0.1286 3.1191 2.9418 Max Flow
14b14au 0.1193 0.3178 0.1716 0.2635 0.2312 2.9119 2.4198 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 16.1667 103.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 12.0000 43.6667 64.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4946 12.5000 73.0000 34.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5145 8.0000 71.8333 40.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4440 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4241 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.3333 0.8333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 6.5000 29.6667 83.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 25.6667 51.3333 43.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 59.3333 60.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 44.5000 75.5000 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 112.5000 1.6667 0.0000 0.0000 5.8333 0.0000 None
2629 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 1.3333 40.1667 78.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 84.5000 12.1667 1.0000 0.0000 21.1667 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 81.1667 1.1667 0.0000 32.0000 4.5000 0.0000 None
L575 23.3333 96.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 48.6667 68.5000 2.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 40.3333 79.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 53.0000 19.8333 0.0000 32.8333 13.1667 0.0000 None
1615 0.3333 14.8333 0.6667 2.3333 47.6667 0.0000 54.1667 0.0000 None
1614A 0.0000 2.3333 0.0000 72.3333 36.3333 6.6667 2.3333 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 109.0000 0.0000 0.0000 0.0000 9.8333 0.0000 None
1502 82.6667 16.6667 0.1667 0.0000 20.5000 0.0000 0.0000 0.0000 None
14A13 0.0000 112.3333 7.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 3.6667 108.5000 7.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 112.1667 7.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.3333 119.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 11.3333 99.6667 0.0000 9.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 87.3333 1.5000 0.0000 25.6667 4.3333 0.0000 None
0811 2.1667 23.3333 94.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 34.8333 37.1667 0.0000 24.6667 7.8333 15.5000 0.0000 None
0201 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
50b50 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
49b40 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
51b50 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L610 0.0000 0.0000 91.0000 0.0000 0.0000 0.0000 29.0000 0.0000 None
51b48 2.5000 1.0000 54.1667 0.0000 58.0000 0.0000 4.3333 0.0000 None
5352o 1.6667 9.6667 108.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.0000 1.1667 117.0000 0.0000 1.3333 0.0000 0.5000 0.0000 None
5238o 3.1667 18.6667 98.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.1667 1.0000 97.1667 0.0000 0.0000 0.0000 21.6667 0.0000 None
3851o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851u 0.0000 1.1667 65.5000 0.0000 0.0000 0.0000 53.3333 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 63.3333 0.6667 38.5000 15.0000 1.3333 0.0000 None
4845o 0.0000 40.5000 79.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 1.1667 104.0000 0.0000 0.0000 0.0000 14.8333 0.0000 None
4746o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.8333 0.3333 80.6667 0.6667 0.0000 26.8333 10.6667 0.0000 None
4645o 0.0000 6.6667 113.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 61.5000 3.1667 0.0000 53.1667 1.0000 0.0000 None
4140o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4140u 0.0000 1.1667 96.6667 0.0000 0.0000 0.0000 22.1667 0.0000 None
4038o 0.0000 19.1667 100.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038u 0.0000 1.1667 64.0000 12.6667 0.0000 37.1667 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 74.3333 3.6667 0.0000 2.6667 38.1667 0.0000 None
3836o 0.0000 13.8333 106.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 59.1667 1.8333 0.0000 55.1667 2.6667 0.0000 None
3635o 0.0000 0.0000 112.1667 0.0000 0.0000 0.0000 7.8333 0.0000 None
3635u 1.0000 0.1667 13.8333 53.0000 0.0000 48.3333 3.6667 0.0000 None
3533o 0.0000 0.0000 99.5000 0.0000 0.0000 0.0000 20.5000 0.0000 None
3533u 0.0000 0.3333 47.5000 0.0000 0.0000 3.3333 68.8333 0.0000 None
2217o 0.8333 9.3333 109.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 26.6667 57.6667 0.1667 0.0000 35.5000 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 106.0000 0.0000 0.0000 0.0000 13.0000 0.0000 None
1918o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 7.1667 27.3333 85.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 2.0000 49.6667 5.1667 4.8333 31.6667 26.6667 0.0000 None
1009o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.6667 0.5000 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 9.6667 110.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 85.0000 0.5000 0.0000 31.8333 1.5000 0.0000 None
0604o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 The text continues on section 5.