Original source · versioned page text
d10y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:54.
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\Develop.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)........ 91
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 91
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)........ 0
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 0
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)............ 91
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
DEVELOPED 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 72.4000 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 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
2 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
4 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
5 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
6 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
7 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
8 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
9 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
10 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
11 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
12 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
13 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
14 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
15 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
16 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
17 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
18 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
20 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
21 N52#1 N52 10.000 .28000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
22 N52#2 N52 10.000 .56000E-01 25.00 4.000 0.020 0.045 0.000 0.000 0.00
23 N44#1 N44 50.000 .12200 100.00 1.000 0.020 0.045 0.000 0.000 0.00
24 N44#2 N44 50.000 .15600 11.00 1.000 0.020 0.045 0.000 0.000 0.00
25 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
26 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
27 N42#1 N42 50.000 .10000 100.00 1.000 0.020 0.045 0.000 0.000 0.00
28 N42#2 N42 50.000 .90000E-01 10.00 1.000 0.020 0.045 0.000 0.000 0.00
29 N40#1 N40 15.000 .35000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
30 N40#2 N40 8.0000 .19000E-01 15.00 2.000 0.020 0.045 0.000 0.000 0.00
31 N39#1 N39 12.000 .58000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
32 N39#2 N39 13.000 .86000E-01 26.00 4.000 0.020 0.045 0.000 0.000 0.00
33 N38#1 N38 8.0000 .98000E-01100.00 0.900 0.020 0.045 0.000 0.000 0.00
34 N38#2 N38 27.000 .15500 26.00 0.900 0.020 0.045 0.000 0.000 0.00
35 N51B#1 N51B 23.000 .51000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
36 N51B#2 N51B 23.000 .10100 25.00 3.000 0.020 0.045 0.000 0.000 0.00
37 N50B#1 N50B 25.000 .84000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
38 N50B#2 N50B 25.000 .24000E-01 20.00 3.000 0.020 0.045 0.000 0.000 0.00
39 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
40 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
41 N49B#1 N49B 23.000 .53000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
42 N49B#2 N49B 23.000 .10500 25.00 4.000 0.020 0.045 0.000 0.000 0.00
43 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
44 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
45 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
46 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
47 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
50 N11#2 N11 70.000 .80200 8.00 3.000 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 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
60 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
62 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
63 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
64 N35#2 N35 22.000 .21000E-01 0.00 3.000 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 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
70 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
71 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
72 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
73 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
74 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
75 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
76 N17#2 N17 18.000 .11000 10.00 2.000 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 N21#1 0.0010 2.0000 2.0000
2 N21#2 0.0010 2.0000 2.0000
3 N37#1 0.0010 2.0000 2.0000
4 N37#2 0.0010 2.0000 2.0000
5 N31#1 0.0010 2.0000 2.0000
6 N31#2 0.0010 2.0000 2.0000
7 N28#1 0.0010 2.0000 2.0000
8 N28#2 0.0010 2.0000 2.0000
9 N27#1 0.0010 2.0000 2.0000
10 N27#2 0.0010 2.0000 2.0000
11 N26#1 0.0010 2.0000 2.0000
12 N26#2 0.0010 2.0000 2.0000
13 N29#1 0.0010 2.0000 2.0000
14 N29#2 0.0010 2.0000 2.0000
15 N30#1 0.0010 2.0000 2.0000
16 N30#2 0.0010 2.0000 2.0000
17 N54#1 0.0010 2.0000 2.0000
18 N54#2 0.0010 2.0000 2.0000
19 N53#1 0.0010 2.0000 2.0000
20 N53#2 0.0010 2.0000 2.0000
21 N52#1 0.0010 2.0000 2.0000
22 N52#2 0.0010 2.0000 2.0000
23 N44#1 0.0010 2.0000 2.0000
24 N44#2 0.0010 2.0000 2.0000
25 N43#1 0.0010 2.0000 2.0000
26 N43#2 0.0010 2.0000 2.0000
27 N42#1 0.0010 2.0000 2.0000
28 N42#2 0.0010 2.0000 2.0000
29 N40#1 0.0010 2.0000 2.0000
30 N40#2 0.0010 2.0000 2.0000
31 N39#1 0.0010 2.0000 2.0000
32 N39#2 0.0010 2.0000 2.0000
33 N38#1 0.0010 2.0000 2.0000
34 N38#2 0.0010 2.0000 2.0000
35 N51B#1 0.0010 2.0000 2.0000
36 N51B#2 0.0010 2.0000 2.0000
37 N50B#1 0.0010 2.0000 2.0000
38 N50B#2 0.0010 2.0000 2.0000
39 N47#1 0.0010 2.0000 2.0000
40 N47#2 0.0010 2.0000 2.0000
41 N49B#1 0.0010 2.0000 2.0000
42 N49B#2 0.0010 2.0000 2.0000
43 N45#1 0.0010 2.0000 2.0000
44 N45#2 0.0010 2.0000 2.0000
45 N10#1 0.0010 2.0000 2.0000
46 N10#2 0.0010 2.0000 2.0000
47 N8#1 0.0010 2.0000 2.0000
48 N8#2 0.0010 2.0000 2.0000
49 N11#1 0.0010 2.0000 2.0000
50 N11#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 N2#1 0.0010 2.0000 2.0000
60 N2#2 0.0010 2.0000 2.0000
61 N36#1 0.0010 2.0000 2.0000
62 N36#2 0.0010 2.0000 2.0000
63 N35#1 0.0010 2.0000 2.0000
64 N35#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 N20#1 0.0010 2.0000 2.0000
70 N20#2 0.0010 2.0000 2.0000
71 N19#1 0.0010 2.0000 2.0000
72 N19#2 0.0010 2.0000 2.0000
73 N18#1 0.0010 2.0000 2.0000
74 N18#2 0.0010 2.0000 2.0000
75 N17#1 0.0010 2.0000 2.0000
76 N17#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 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N40#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N40#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N39#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N39#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N51B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N51B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N50B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N50B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N49B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N49B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N11#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 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N35#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 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
71 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
72 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
73 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
74 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
75 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
76 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 76
Total Tributary Area (hectares). 13.39
Impervious Area (hectares)...... 6.48
Pervious Area (hectares)........ 6.90
Total Width (hectares).......... 2033.70
Percent Imperviousness.......... 48.42
###################################################
# 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
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
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
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
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
N49B No Tributary Channel/Pipes
Tributary Subareas........ N49B#1 N49B#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
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#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
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#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
***********************************************************
* Hydrographs will be stored for the following 38 INLETS *
***********************************************************
N21 N37 N31 N28 N27 N26
N29 N30 N54 N53 N52 N44
N43 N42 N40 N39 N38 N51B
N50B N47 N49B N45 N10 N8
N11 N7 N6 N5 N4 N2
N36 N35 N23 N22 N20 N19
N18 N17
************************************************
* 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
------------- ------- -------- ------------- ------- --------
N21#1 1884 540 N21#2 3792 1080 N37#1 1896 540
N37#2 3800 1080 N31#1 1896 540 N31#2 3804 1080
N28#1 1896 540 N28#2 3804 1080 N27#1 1888 540
N27#2 3748 1080 N26#1 1884 540 N26#2 1840 540
N29#1 1904 540 N29#2 3768 1080 N30#1 1904 540
N30#2 3816 1080 N54#1 1920 540 N54#2 1872 540
N53#1 1704 540 N53#2 1880 540 N52#1 1916 540
N52#2 3812 1080 N44#1 1904 540 N44#2 3880 1080
N43#1 1884 540 N43#2 1880 540 N42#1 1908 540
N42#2 4108 1080 N40#1 1912 540 N40#2 4028 1080
N39#1 1904 540 N39#2 3804 1080 N38#1 1840 540
N38#2 3760 1080 N51B#1 1916 540 N51B#2 3816 1080
N50B#1 1908 540 N50B#2 4280 1080 N47#1 1920 540
N47#2 3756 1080 N49B#1 1916 540 N49B#2 3816 1080
N45#1 1924 540 N45#2 3760 1080 N10#1 1896 540
N10#2 1868 540 N8#1 1892 540 N8#2 1848 540
N11#1 1788 540 N11#2 3756 1080 N7#1 1892 540
N7#2 1852 540 N6#1 1872 540 N6#2 1784 540
N5#1 1892 540 N5#2 1860 540 N4#1 1892 540
N4#2 1848 540 N2#1 1884 540 N2#2 3764 1080
N36#1 1900 540 N36#2 3800 1080 N35#1 1916 540
N35#2 1916 540 N23#1 1892 540 N23#2 3812 1080
N22#1 1888 540 N22#2 1880 540 N20#1 1840 540
N20#2 1724 540 N19#1 1904 540 N19#2 3716 1080
N18#1 1880 540 N18#2 3748 1080 N17#1 1904 540
N17#2 3828 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 72.4000 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) 9.691464E+03 72.400
Total Infiltration 1.358481E+02 1.015
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 9.558021E+03 71.403
Total Water remaining in Surface Storage 3.502459E+00 0.026
Infiltration over the Pervious Area... 1.358481E+02 1.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 9.697372E+03 72.444
Total Precipitation + Initial Storage. 9.691464E+03 72.400
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............... -0.0610
****************************************************
* 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.............. 9.558021E+03 71.403
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.................. 9.554269E+03 71.375
Initial Storage + Inflow.................... 9.558021E+03 71.403
Final Storage + Outflow + Diverted GW....... 9.554269E+03 71.375
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0393
##################################################
# 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........... N21#1 N21#2 N37#1 N37#2 N31#1 N31#2
Area (hectares)........ 0.00100 0.33001 0.09000 0.13000 0.13200 0.19700
Percent Impervious..... 100.00000 55.00000 100.00000 30.00000 100.00000 30.00000
Total Rainfall (mm).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.46795 0.00000 70.45971 0.00000 70.46157
Total Losses (mm)...... 0.00000 1.92198 0.00000 1.92648 0.00000 1.92554
Remaining Depth (mm)... 0.00000 0.01007 0.00000 0.01381 0.00000 0.01289
Peak Runoff Rate (cms). 0.00000 0.07884 0.00000 0.04754 0.00000 0.07232
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.42698 72.45752 72.44603 72.48805 72.44601 72.48980
Peak Runoff Rate (cms). 0.00053 0.10026 0.04909 0.02181 0.07199 0.03306
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.42698 72.45752 72.44603 72.48805 72.44601 72.48980
Peak Runoff Rate (cms). 0.00053 0.10026 0.04909 0.02181 0.07199 0.03306
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) 72.42698 71.56221 72.44603 71.06822 72.44601 71.07004
Peak Runoff Rate (cms). 0.00053 0.17910 0.04909 0.06935 0.07199 0.10538
Unit Runoff (mm/hr).... 191.57418 197.01034 197.99362 193.66209 197.98657 194.17442
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........... N28#1 N28#2 N27#1 N27#2 N26#1 N26#2
Area (hectares)........ 0.15200 0.22700 0.20900 0.46501 0.02300 0.03500
Percent Impervious..... 100.00000 25.00000 100.00000 35.00000 100.00000 0.00000
Total Rainfall (mm).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.45914 0.00000 70.42566 0.00000 70.41260
Total Losses (mm)...... 0.00000 1.92676 0.00000 1.93769 0.00000 1.94007
Remaining Depth (mm)... 0.00000 0.01410 0.00000 0.03665 0.00000 0.04733
Peak Runoff Rate (cms). 0.00000 0.08885 0.00000 0.14661 0.00000 0.01651
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.44632 72.49687 72.43201 72.45554 72.42715 0.00000
Peak Runoff Rate (cms). 0.08294 0.03176 0.11139 0.08975 0.01214 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.44632 72.49687 72.43201 72.45554 72.42715 0.00000
Peak Runoff Rate (cms). 0.08294 0.03176 0.11139 0.08975 0.01214 0.00034
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) 72.44632 70.96857 72.43201 71.13612 72.42715 70.41260
Peak Runoff Rate (cms). 0.08294 0.12061 0.11139 0.23636 0.01214 0.01651
Unit Runoff (mm/hr).... 198.07112 192.86453 193.46880 184.51354 191.63815 171.21785
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........... N29#1 N29#2 N30#1 N30#2 N54#1 N54#2
Area (hectares)........ 0.13200 0.50001 0.09200 0.14900 0.00100 0.21200
Percent Impervious..... 100.00000 42.00000 100.00000 27.00000 100.00000 0.00000
Total Rainfall (mm).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.43836 0.00000 70.46978 0.00000 70.44526
Total Losses (mm)...... 0.00000 1.93459 0.00000 1.92086 0.00000 1.93245
Remaining Depth (mm)... 0.00000 0.02705 0.00000 0.00935 0.00000 0.02229
Peak Runoff Rate (cms). 0.00000 0.14466 0.00000 0.05793 0.00000 0.10738
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.45368 72.45239 72.45858 72.50307 72.49105 0.00000
Peak Runoff Rate (cms). 0.07266 0.11543 0.05087 0.02252 0.00056 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.45368 72.45239 72.45858 72.50307 72.49105 0.00000
Peak Runoff Rate (cms). 0.07266 0.11543 0.05087 0.02252 0.00056 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) 72.45368 71.28426 72.45858 71.01877 72.49105 70.44526
Peak Runoff Rate (cms). 0.07266 0.26009 0.05087 0.08045 0.00056 0.10738
Unit Runoff (mm/hr).... 199.80760 188.82882 200.70456 196.00341 203.06734 183.86134
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........... N53#1 N53#2 N52#1 N52#2 N44#1 N44#2
Area (hectares)........ 0.00100 0.23301 0.02800 0.05600 0.12200 0.15600
Percent Impervious..... 100.00000 0.00000 100.00000 25.00000 100.00000 11.00000
Total Rainfall (mm).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.45453 0.00000 70.46690 0.00000 70.45583
Total Losses (mm)...... 0.00000 1.92888 0.00000 1.92260 0.00000 1.92831
Remaining Depth (mm)... 0.00000 0.01659 0.00000 0.01050 0.00000 0.01586
Peak Runoff Rate (cms). 0.00000 0.12042 0.00000 0.02225 0.00000 0.07196
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.24639 0.00000 72.47844 72.50397 72.45830 72.52021
Peak Runoff Rate (cms). 0.00038 0.00000 0.01563 0.00784 0.06744 0.00961
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.24639 0.00000 72.47844 72.50397 72.45830 72.52021
Peak Runoff Rate (cms). 0.00038 0.00001 0.01563 0.00784 0.06744 0.00961
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) 72.24639 70.45453 72.47844 70.97617 72.45830 70.68291
Peak Runoff Rate (cms). 0.00038 0.12042 0.01563 0.03009 0.06744 0.08156
Unit Runoff (mm/hr).... 137.85383 187.61232 202.66650 195.05633 200.65936 189.79216
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........... N43#1 N43#2 N42#1 N42#2 N40#1 N40#2
Area (hectares)........ 0.00100 0.20800 0.10000 0.09000 0.03500 0.01900
Percent Impervious..... 100.00000 0.00000 100.00000 10.00000 100.00000 15.00000
Total Rainfall (mm).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.45558 0.00000 70.47629 0.00000 70.48074
Total Losses (mm)...... 0.00000 1.92842 0.00000 1.91656 0.00000 1.91333
Remaining Depth (mm)... 0.00000 0.01600 0.00000 0.00715 0.00000 0.00593
Peak Runoff Rate (cms). 0.00000 0.10774 0.00000 0.04360 0.00000 0.00875
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.42698 0.00000 72.46538 72.51557 72.47237 72.52114
Peak Runoff Rate (cms). 0.00053 0.00000 0.05555 0.00504 0.01950 0.00160
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.42698 0.00000 72.46538 72.51557 72.47237 72.52114
Peak Runoff Rate (cms). 0.00053 0.00001 0.05555 0.00504 0.01950 0.00160
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) 72.42698 70.45558 72.46538 70.68022 72.47237 70.78680
Peak Runoff Rate (cms). 0.00053 0.10774 0.05555 0.04864 0.01950 0.01034
Unit Runoff (mm/hr).... 191.57418 188.03297 201.64174 196.17305 202.29401 197.58596
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........... N39#1 N39#2 N38#1 N38#2 N51B#1 N51B#2
Area (hectares)........ 0.05800 0.08600 0.09800 0.15500 0.05100 0.10100
Percent Impervious..... 100.00000 26.00000 100.00000 26.00000 100.00000 25.00000
Total Rainfall (mm).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.46100 0.00000 70.43154 0.00000 70.47056
Total Losses (mm)...... 0.00000 1.92583 0.00000 1.93637 0.00000 1.92038
Remaining Depth (mm)... 0.00000 0.01317 0.00000 0.03209 0.00000 0.00906
Peak Runoff Rate (cms). 0.00000 0.03334 0.00000 0.05636 0.00000 0.04040
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.45864 72.49664 72.38172 72.47411 72.48179 72.50730
Peak Runoff Rate (cms). 0.03207 0.01251 0.04697 0.02247 0.02849 0.01414
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.45864 72.49664 72.38172 72.47411 72.48179 72.50730
Peak Runoff Rate (cms). 0.03207 0.01251 0.04697 0.02247 0.02849 0.01414
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) 72.45864 70.99027 72.38172 70.96261 72.48179 70.97974
Peak Runoff Rate (cms). 0.03207 0.04585 0.04697 0.07883 0.02849 0.05454
Unit Runoff (mm/hr).... 200.71499 193.53316 173.99895 184.61853 202.81297 196.00588
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........... N50B#1 N50B#2 N47#1 N47#2 N49B#1 N49B#2
Area (hectares)........ 0.08400 0.02400 0.03600 0.33001 0.05300 0.10500
Percent Impervious..... 100.00000 20.00000 100.00000 18.00000 100.00000 25.00000
Total Rainfall (mm).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.52321 0.00000 70.41442 0.00000 70.47434
Total Losses (mm)...... 0.00000 1.87575 0.00000 1.93978 0.00000 1.91791
Remaining Depth (mm)... 0.00000 0.00104 0.00000 0.04581 0.00000 0.00776
Peak Runoff Rate (cms). 0.00000 0.01063 0.00000 0.12813 0.00000 0.04226
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.46648 72.49828 72.50114 72.48261 72.48574 72.51062
Peak Runoff Rate (cms). 0.04669 0.00269 0.02015 0.03319 0.02963 0.01470
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.46648 72.49828 72.50114 72.48261 72.48574 72.51062
Peak Runoff Rate (cms). 0.04669 0.00269 0.02015 0.03319 0.02963 0.01470
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) 72.46648 70.91823 72.50114 70.78669 72.48574 70.98341
Peak Runoff Rate (cms). 0.04669 0.01332 0.02015 0.16132 0.02963 0.05696
Unit Runoff (mm/hr).... 201.76312 201.48593 203.18775 177.45138 202.94480 196.91187
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........... N45#1 N45#2 N10#1 N10#2 N8#1 N8#2
Area (hectares)........ 0.03300 0.30401 0.23001 0.11000 0.22000 0.10000
Percent Impervious..... 100.00000 18.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.42233 0.00000 70.44007 0.00000 70.43099
Total Losses (mm)...... 0.00000 1.93837 0.00000 1.93410 0.00000 1.93651
Remaining Depth (mm)... 0.00000 0.03930 0.00000 0.02583 0.00000 0.03250
Peak Runoff Rate (cms). 0.00000 0.12005 0.00000 0.05508 0.00000 0.04908
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.50493 72.48653 72.44247 0.00000 72.43787 0.00000
Peak Runoff Rate (cms). 0.01847 0.03060 0.12481 0.00000 0.11850 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.50493 72.48653 72.44247 0.00000 72.43787 0.00000
Peak Runoff Rate (cms). 0.01847 0.03060 0.12481 0.00353 0.11850 0.00336
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) 72.50493 70.79389 72.44247 70.44007 72.43787 70.43099
Peak Runoff Rate (cms). 0.01847 0.15065 0.12481 0.05508 0.11850 0.04908
Unit Runoff (mm/hr).... 203.20952 179.88441 196.97784 181.76131 195.52217 178.14946
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........... N11#1 N11#2 N7#1 N7#2 N6#1 N6#2
Area (hectares)........ 0.00100 0.80202 0.21000 0.09800 0.68701 0.29501
Percent Impervious..... 100.00000 8.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.40901 0.00000 70.43199 0.00000 70.38038
Total Losses (mm)...... 0.00000 1.94063 0.00000 1.93627 0.00000 1.94400
Remaining Depth (mm)... 0.00000 0.05037 0.00000 0.03174 0.00000 0.07562
Peak Runoff Rate (cms). 0.00000 0.34541 0.00000 0.04820 0.00000 0.13040
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.34679 72.51285 72.43651 0.00000 72.41071 0.00000
Peak Runoff Rate (cms). 0.00045 0.03592 0.11285 0.00000 0.35030 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.34679 72.51285 72.43651 0.00000 72.41071 0.00000
Peak Runoff Rate (cms). 0.00045 0.03592 0.11285 0.00320 0.35030 0.00992
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) 72.34679 70.57731 72.43651 70.43199 72.41071 70.38038
Peak Runoff Rate (cms). 0.00045 0.38133 0.11285 0.04820 0.35030 0.13040
Unit Runoff (mm/hr).... 162.43660 172.59798 195.06258 178.54251 185.09631 160.46584
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 N2#1 N2#2
Area (hectares)........ 0.22500 0.10300 0.45401 0.19400 0.00100 0.33001
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 10.00000
Total Rainfall (mm).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.43719 0.00000 70.43062 0.00000 70.41426
Total Losses (mm)...... 0.00000 1.93492 0.00000 1.93659 0.00000 1.93980
Remaining Depth (mm)... 0.00000 0.02789 0.00000 0.03279 0.00000 0.04594
Peak Runoff Rate (cms). 0.00000 0.05125 0.00000 0.09513 0.00000 0.14058
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.44031 0.00000 72.43614 0.00000 72.42698 72.50723
Peak Runoff Rate (cms). 0.12168 0.00000 0.24380 0.00000 0.00053 0.01847
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.44031 0.00000 72.43614 0.00000 72.42698 72.50723
Peak Runoff Rate (cms). 0.12168 0.00345 0.24380 0.00690 0.00053 0.01847
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) 72.44031 70.43719 72.43614 70.43062 72.42698 70.62356
Peak Runoff Rate (cms). 0.12168 0.05125 0.24380 0.09513 0.00053 0.15905
Unit Runoff (mm/hr).... 196.31325 180.60405 194.93531 178.00404 191.57418 174.96055
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........... N36#1 N36#2 N35#1 N35#2 N23#1 N23#2
Area (hectares)........ 0.10500 0.17000 0.05000 0.02100 0.00100 0.59101
Percent Impervious..... 100.00000 27.00000 100.00000 0.00000 100.00000 55.00000
Total Rainfall (mm).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.45773 0.00000 70.51504 0.00000 70.48712
Total Losses (mm)...... 0.00000 1.92744 0.00000 1.88352 0.00000 1.90836
Remaining Depth (mm)... 0.00000 0.01483 0.00000 0.00144 0.00000 0.00452
Peak Runoff Rate (cms). 0.00000 0.06457 0.00000 0.01162 0.00000 0.14507
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.44700 72.49175 72.48086 0.00000 72.43684 72.47704
Peak Runoff Rate (cms). 0.05734 0.02568 0.02793 0.00000 0.00054 0.18141
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.44700 72.49175 72.48086 0.00000 72.43684 72.47704
Peak Runoff Rate (cms). 0.05734 0.02568 0.02793 0.00079 0.00054 0.18141
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) 72.44700 71.00691 72.48086 70.51504 72.43684 71.58158
Peak Runoff Rate (cms). 0.05734 0.09025 0.02793 0.01162 0.00054 0.32648
Unit Runoff (mm/hr).... 198.25043 192.71551 202.77605 200.83048 195.17480 200.53060
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
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.
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 N20#1 N20#2 N19#1 N19#2
Area (hectares)........ 0.00100 0.21300 0.72902 0.31301 0.12400 0.70702
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 35.00000
Total Rainfall (mm).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.45759 0.00000 70.29727 0.00000 70.40365
Total Losses (mm)...... 0.00000 1.92750 0.00000 1.94907 0.00000 1.94138
Remaining Depth (mm)... 0.00000 0.01491 0.00000 0.15366 0.00000 0.05497
Peak Runoff Rate (cms). 0.00000 0.11080 0.00000 0.12004 0.00000 0.21276
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.43265 0.00000 72.38106 0.00000 72.45588 72.44587
Peak Runoff Rate (cms). 0.00053 0.00000 0.34895 0.00000 0.06840 0.13494
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.43265 0.00000 72.38106 0.00000 72.45588 72.44587
Peak Runoff Rate (cms). 0.00053 0.00002 0.34895 0.00988 0.06840 0.13494
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) 72.43265 70.45759 72.38106 70.29727 72.45588 71.11843
Peak Runoff Rate (cms). 0.00053 0.11080 0.34895 0.12004 0.06840 0.34769
Unit Runoff (mm/hr).... 193.70181 188.82804 173.76082 139.21753 200.23412 178.52050
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........... N18#1 N18#2 N17#1 N17#2
Area (hectares)........ 0.09000 0.43001 0.02700 0.11000
Percent Impervious..... 100.00000 10.00000 100.00000 10.00000
Total Rainfall (mm).... 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.40473 0.00000 70.43973
Total Losses (mm)...... 0.00000 1.94124 0.00000 1.93419
Remaining Depth (mm)... 0.00000 0.05403 0.00000 0.02607
Peak Runoff Rate (cms). 0.00000 0.17957 0.00000 0.04953
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.42203 72.50351 72.45908 72.51789
Peak Runoff Rate (cms). 0.04702 0.02407 0.01493 0.00616
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.42203 72.50351 72.45908 72.51789
Peak Runoff Rate (cms). 0.04702 0.02407 0.01493 0.00616
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) 72.42203 70.61461 72.45908 70.64755
Peak Runoff Rate (cms). 0.04702 0.20364 0.01493 0.05569
Unit Runoff (mm/hr).... 189.63263 171.91021 200.78644 183.78687
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
250.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| |
| |
| |
| |
| |
| |
| |
200.000 = ##### =
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
150.000 = # # =
| ###### # # |
| # # # # |
RAINFALL | # # # # |
| # # # # |
IN | # # # # |
| # # # # |
MM/HR | # # # # |
| # # # # |
| # ##### # |
100.000 = # # =
| # # |
| # ##### |
| # # |
| # # |
| # ##### |
| # # |
| # # |
| ##### # |
| # # |
50.000 = # ##### =
| # # |
| # ###### |
##### # |
# # |
# ######### |
# # |
# ##### |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE
DEVELOPED 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
------- -----------------
50b50 Positive Flap Gate
49b40 Positive Flap Gate
51b50 Positive Flap Gate
3635o Positive Flap Gate
3533u 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 : 45.0 meters. Maximum Elevation : 5.20 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 45.0 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 5114b
=====================================================
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 : 27.5 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 27.5 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 27.5 meters. Maximum Section Area : 9.92 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.08E+01 m
" " : 0.045 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 : 9.90 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 : 6.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.20 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 48.32 m^2.
Maximum hydraulic radius : 1.10 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.40E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 16.50 m^2
Max right bank area : 18.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.66 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 45.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 5114b 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 27.5000 Natural 9.9250 0.0450 19.9000 0.5000
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 50.0000 Circular 0.1590 0.0120 0.4500 0.4500
43 5352o 33.0000 Natural 0.5580 0.0350 1.9200 0.3000
44 5352u 35.0000 Circular 0.0177 0.0140 0.1500 0.1500
45 5238o 35.0000 Natural 0.7520 0.0350 1.9600 0.4000
46 5238u 41.0000 Circular 0.0398 0.0130 0.2250 0.2250
47 3851o 55.0000 Natural 0.7520 0.0350 1.9600 0.4000
48 3851u 55.0000 Circular 0.0398 0.0130 0.2250 0.2250
49 5148u 21.0000 Circular 0.0398 0.0140 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 48.3161 0.0350 41.8949 1.2000
67 3635u 10.0000 Circular 0.1590 0.0120 0.4500 0.4500
68 3533u 38.0000 Circular 0.1590 0.0120 0.4500 0.4500
69 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
70 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
71 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
72 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
73 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
74 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
75 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
76 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
77 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
78 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
79 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
80 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
81 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
82 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
83 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
84 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
85 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
86 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
87 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
88 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
89 14b14ao 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
90 14b14au 10.0000 Circular 0.0707 0.0140 0.3000 0.3000
Total length of all conduits .... 3396.5000 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 1.5000 1.0000 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
5148u 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 2.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Kinematic Wave
3635u 1.0000 2.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic 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 0.16
5114b 0.14
4440 0.18
4342 0.34
4241 0.34
3736 0.17
3534 0.40
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 0.21
5352o 0.26
5352u 0.17
5238o 0.28
5238u 0.18
3851o 0.18
3851u 0.14
5148u 0.35
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 1.68 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3635u 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
3533u 0.28
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............ 1.1475E+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 6.9700 4.4700 0.0000 0.0000 100.0000
20 N35 10.0000 6.4000 4.0000 0.0000 0.0000 100.0000
21 N34 10.0000 4.8000 4.1000 0.0000 0.0000 100.0000
22 N33 10.0000 3.0500 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
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 Section 3
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 -176819.5150 14749.0650 No Ponding Normal 0 0.0000
6 N48 -176977.5250 20615.6450 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 27152.6450 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 8815.4800 No Ponding Normal 0 0.0000
20 N35 -175494.0450 7855.2280 No Ponding Normal 0 0.0000
21 N34 -180931.2000 8787.5770 No Ponding Normal 0 0.0000
22 N33 -180375.0150 6166.6680 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 -189538.9050 -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 -191661.4300 13346.4450 No Ponding Normal 0 0.0000
41 N14A -195792.5400 13900.6050 No Ponding Normal 0 0.0000
42 N13 -199667.0250 14032.5300 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 -202446.6200 -2736.1661 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 -211862.4350 20866.5750 No Ponding Normal 0 0.0000
54 N1 -212673.2100 25464.4650 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 -178437.5100 14849.0750 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 5114b 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 5.2000 4.3000 No Design
10 3422 N34 N22 4.3000 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 N22 2.6000 1.8600 No Design
43 5352o N53 N52 8.4000 7.1000 No Design
44 5352u N53 N52 7.4000 6.1000 No Design
45 5238o N52 N38 7.1000 6.0000 No Design
46 5238u N52 N38 6.1000 5.0000 No Design
47 3851o N38 N51B 6.3000 5.0000 No Design
48 3851u N38 N51B 5.0000 3.8000 No Design
49 5148u N51B N48 3.8000 3.6000 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 5.7700 5.2000 No Design
67 3635u N36 N35 4.4700 4.0000 No Design
68 3533u N35 N33 4.0000 2.6000 No Design
69 2217o N22 N17 3.4000 2.9500 No Design
70 2217u N22 N17 1.8600 1.7500 No Design
71 2019o N20 N19 7.0000 6.0000 No Design
72 2019u N20 N19 6.0000 4.5000 No Design
73 1918o N19 N18 6.0000 3.0000 No Design
74 1918u N19 N18 4.5000 1.9000 No Design
75 1817o N18 N17 3.0000 2.9500 No Design
76 1817u N18 N17 1.9000 1.7500 No Design
77 1009o N10 N9 4.6000 3.5000 No Design
78 1009u N10 N9 3.6000 2.5000 No Design
79 0706o N7 N6 5.0000 4.5000 No Design
80 0706u N7 N6 4.0000 3.5000 No Design
81 0604o N6 N4 4.5000 2.8000 No Design
82 0604u N6 N4 3.5000 1.7000 No Design
83 0504o N5 N4 4.3000 2.8000 No Design
84 0504u N5 N4 3.3000 1.7000 No Design
85 0403o N4 N3 2.8000 2.0000 No Design
86 0403u N4 N3 1.7000 1.1000 No Design
87 0302o N3 N2 1.8200 1.8100 No Design
88 0302u N3 N2 1.1000 1.0500 No Design
89 14b14ao N14B N14A 2.9900 2.5000 No Design
90 14b14au N14B N14A 1.8000 1.6000 No Design
*================================================*
| 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
DEVELOPED CASE
Title from immediately preceding computational layer
EAGLE DRIVE
DEVELOPED 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).............. 33.08
#################################################
# Element numbers of interface inlet locations: #
#################################################
N21 N37 N31 N28 N27 N26 N29
N30 N54 N53 N52 N44 N43 N42
N40 N39 N38 N51B N50B N47 N49B
N45 N10 N8 N11 N7 N6 N5
N4 N2 N36 N35 N23 N22 N20
N19 N18 N17
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 2.8075 0.0222
5114b 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 24.3602 0.0327
3422 2.2724 0.0025
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 0.3758 0.0148
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
5148u 0.0407 0.0095
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 350.7969 0.0570
3635u 0.6696 0.0470
3533u 0.5928 0.0368
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
5114b/ 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
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 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 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
5114b/ 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
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 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 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
5114b/ 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/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 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 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
5114b/ 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/ 0.00
5352o/ 0.00 5352u/ 0.00 5238o/ 0.00
5238u/ 0.00 3851o/ 0.00 3851u/ 0.00
5148u/ 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 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
5114b/ 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/ 1.86/ 1.86
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
5148u/ 3.60/ 3.60 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 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 140.0000
N53 1.6539 4.1347 65.0000
N52 1.3339 3.3347 15.0000
N38 0.6313 1.5782 60.0000
N51B 3.3984 8.4960 140.0000
N48 2.6003 6.5008 170.0000
N50B 3.6161 9.0404 215.0000
N49B 1.7480 4.3701 30.0000
N47 0.9637 2.4093 70.0000
N46 0.8514 2.1284 10.0000
N45 1.6086 4.0215 0.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N41 3.7251 9.3129 25.0000
N44 50.0000 50.0000 0.0000
N40 3.2115 8.0289 130.0000
N39 1.9328 4.8320 10.0000
N37 50.0000 50.0000 0.0000
N36 0.1846 0.4614 5.0000
N35 0.6345 1.5862 15.0000
N34 2.6599 6.6496 0.0000
N33 1.6277 4.0692 3960.0000
N31 50.0000 50.0000 0.0000
N30 0.1415 0.3538 130.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 1.6559 4.1398 100.0000
N26 50.0000 50.0000 0.0000
N25 2.7404 6.8511 0.0000
N24 1.1199 2.7998 90.0000
N23 35.9643 50.0000 0.0000
N22 0.8599 2.1497 35.0000
N21 2.3745 5.9364 100.0000
N20 0.7766 1.9415 40.0000
N19 0.6581 1.6453 215.0000
N18 2.6569 6.6421 45.0000
N17 1.4893 3.7233 110.0000
N16 5.4476 13.6190 0.0000
N15 9.3741 23.4353 0.0000
N14B 0.6609 1.6523 280.0000
N14A 13.9565 34.8913 0.0000
N13 27.6510 50.0000 0.0000
N12 21.6630 50.0000 0.0000
N11 46.1132 50.0000 0.0000
N10 2.0657 5.1642 75.0000
N9 1.5696 3.9239 745.0000
N8 1.0801 2.7003 5.0000
N7 1.3668 3.4171 65.0000
N6 1.5159 3.7897 10.0000
N5 1.5411 3.8528 95.0000
N4 1.2219 3.0548 0.0000
N3 29.3402 50.0000 0.0000
N2 42.3440 50.0000 0.0000
N1 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N51 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N33
*==========================================================*
| 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 33.8313 33.8313 50.0000 3.8333 0.0005 0.1950 Normal Soln
5047 50.0000 50.0000 50.0000 0.0000 0.0001 0.0021 Normal Soln
4946 50.0000 50.0000 50.0000 0.0000 0.0012 0.0575 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0019 0.0522 Normal Soln
4440 26.1841 26.1841 38.8063 0.0000 -0.0016 0.0335 Normal Soln
4342 15.7960 15.7960 27.8238 0.0000 -0.0011 0.0252 Normal Soln
4241 12.1795 12.1795 18.8804 0.0000 0.0016 0.0574 Normal Soln
3736 37.7105 37.7105 50.0000 0.0000 0.0011 0.0172 Normal Soln
3534 18.5135 18.5135 43.0352 0.0000 0.0221 0.0799 Normal Soln
3422 23.7279 23.7279 50.0000 0.0000 0.0085 0.6117 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 -0.0029 0.0301 Normal Soln
3024 7.7321 7.7321 19.0069 0.0000 -0.0179 2.0529 Normal Soln
3036 13.0189 13.0189 50.0000 0.0000 0.0120 0.2676 Normal Soln
2827 30.7978 30.7978 49.6132 0.0000 0.0014 0.0283 Normal Soln
2726 8.5999 8.5999 50.0000 0.0000 -0.0040 0.0401 Normal Soln
2629 35.0658 35.0658 50.0000 0.0000 0.0017 0.2568 Normal Soln
2930 30.6640 30.6640 50.0000 0.0000 0.0035 0.1055 Normal Soln
2725 4.9613 4.9613 12.4588 0.0000 0.0028 2.3734 Normal Soln
2524 14.5425 14.5425 32.8330 0.0000 0.0034 2.1373 Normal Soln
2422 6.3159 6.3159 18.7930 0.0000 0.0208 1.7463 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 -0.0034 0.1629 Normal Soln
2117 8.1207 8.1207 25.4565 0.0000 -0.0025 0.0567 Normal Soln
1714B 21.4710 21.4710 50.0000 0.0000 -0.0116 0.1982 Normal Soln
1716 4.5905 4.5905 12.5205 0.0000 -0.0167 1.4913 Normal Soln
1615 3.8984 3.8984 9.7764 0.0000 0.0059 3.5021 Normal Soln
1614A 1.7569 1.7569 5.1692 24.5000 0.0095 3.2090 Normal Soln
4514B 16.5992 16.5992 27.9070 0.0000 -0.0024 0.0236 Normal Soln
4515 5.8127 5.8127 13.5921 0.0000 0.0016 1.9840 Normal Soln
1502 15.1279 15.1279 33.1489 0.0000 0.0075 4.5458 Normal Soln
14A13 4.1242 4.1242 20.9349 0.0000 -0.0120 0.2109 Normal Soln
1312 6.2507 6.2507 30.2250 0.0000 0.0084 0.2177 Normal Soln
1211 16.8525 16.8525 50.0000 0.0000 0.0081 0.1507 Normal Soln
1103 15.6791 15.6791 50.0000 0.0000 0.0057 0.1060 Normal Soln
0912 31.5083 31.5083 50.0000 0.0000 -0.0009 0.0097 Normal Soln
0908 11.4301 11.4301 41.7679 0.0000 0.0033 2.2063 Normal Soln
0811 42.0426 42.0426 50.0000 0.0000 0.0022 0.0431 Normal Soln
0804 10.9313 10.9313 34.6464 0.0000 -0.0058 3.0059 Normal Soln
0201 3.0582 3.0582 7.3207 0.0000 -0.1362 0.0678 Normal Soln
50b50 13.4590 13.4590 28.8227 0.0000 -0.0023 0.0010 Normal Soln
49b40 8.0520 8.0520 11.8189 0.0000 -0.0058 0.0146 Normal Soln
51b50 7.1995 7.1995 10.6039 0.0000 0.0045 0.0155 Normal Soln
L610 7.8877 7.8877 22.8727 0.0000 0.0089 2.2691 Normal Soln
5352o 16.1684 16.1684 30.7958 0.0000 0.0116 0.3193 Normal Soln
5352u 6.7311 6.7311 16.8887 0.0000 0.0006 3.5740 Normal Soln
5238o 17.7026 17.7026 36.7207 0.0000 -0.0015 0.2283 Normal Soln
5238u 8.1327 8.1327 22.5904 0.0000 0.0012 2.3646 Normal Soln
3851o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
3851u 11.1352 11.1352 37.0979 0.0000 -0.0077 2.5355 Normal Soln
5148u 4.1060 4.1060 12.4623 0.0000 0.0011 4.4231 Normal Soln
5049u 12.9780 12.9780 26.3597 0.0000 0.0010 2.3858 Normal Soln
4948u 3.8815 3.8815 11.7663 0.0000 0.0020 3.0030 Normal Soln
4845o 50.0000 50.0000 50.0000 0.0000 -0.0025 0.0153 Normal Soln
4845u 12.7225 12.7225 37.5397 0.0000 -0.0014 1.9240 Normal Soln
4746o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746u 5.6112 5.6112 19.5857 0.0000 0.0052 1.6882 Normal Soln
4645o 45.0746 45.0746 50.0000 0.0000 0.0005 0.0024 Normal Soln
4645u 7.1653 7.1653 24.9000 0.0000 0.0042 2.4262 Normal Soln
4140o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4140u 6.3993 6.3993 17.1657 0.0000 0.0070 1.6405 Normal Soln
4038o 50.0000 50.0000 50.0000 0.0000 0.0004 0.0021 Normal Soln
4038u 14.4178 14.4178 46.9182 0.0000 -0.0044 2.3234 Normal Soln
3938o 41.0907 41.0907 50.0000 0.0000 0.0121 0.0245 Normal Soln
3938u 8.6337 8.6337 26.6749 0.0000 0.0009 2.6519 Normal Soln
3836o 29.6180 29.6180 50.0000 0.0000 0.0031 0.0763 Normal Soln
3836u 8.0135 8.0135 23.6363 0.0000 0.0137 2.9103 Normal Soln
3635o 6.6689 6.6689 11.9985 0.0000 0.0270 0.0057 Normal Soln
3635u 1.7882 1.7882 4.5855 91.6667 -0.0334 1.3971 Normal Soln
3533u 6.0033 6.0033 15.0530 0.0000 -0.0104 1.4274 Normal Soln
2217o 18.2845 18.2845 33.8885 0.0000 -0.0089 0.1131 Normal Soln
2217u 5.2060 5.2060 12.6288 0.0000 -0.0551 4.8304 Normal Soln
2019o 26.1929 26.1929 43.3690 0.0000 0.0334 0.0251 Normal Soln
2019u 5.1244 5.1244 11.5631 0.0000 0.0084 1.6483 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0003 0.0001 Normal Soln
1918u 16.1654 16.1654 37.1913 0.0000 0.0147 2.0876 Normal Soln
1817o 14.7372 14.7372 38.3478 0.0000 0.0053 0.1564 Normal Soln
1817u 4.2439 4.2439 11.7536 0.0000 -0.0151 3.4899 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 10.5113 10.5113 30.4365 0.0000 0.0017 1.7509 Normal Soln
0706o 33.6971 33.6971 50.0000 0.0000 -0.0014 0.0232 Normal Soln
0706u 6.8070 6.8070 24.4750 0.0000 0.0022 1.8697 Normal Soln
0604o 34.4205 34.4205 50.0000 0.0000 -0.0034 0.0704 Normal Soln
0604u 9.6790 9.6790 20.7188 0.0000 0.0029 2.2387 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 -0.0011 0.0096 Normal Soln
0504u 12.5089 12.5089 34.1261 0.0000 -0.0168 2.1864 Normal Soln
0403o 24.5162 24.5162 50.0000 0.0000 0.0021 0.0168 Normal Soln
0403u 3.4022 3.4022 7.7159 0.0000 -0.0096 1.2408 Normal Soln
0302o 9.6578 9.6578 29.3405 0.0000 0.0045 0.2883 Normal Soln
0302u 2.7387 2.7387 11.9650 0.0000 -0.0044 0.5294 Normal Soln
14b14ao 8.4903 8.4903 28.4195 0.0000 0.0082 0.0215 Normal Soln
14b14au 1.9471 1.9471 6.0307 0.0000 -0.0133 2.8820 Normal Soln
The conduit with the smallest time step limitation was..3635u
The conduit with the largest wobble was.................2217u
The conduit with the largest flow change in any
consecutive time step...................................0201
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 2.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.02 / 8.92/ N53/ 0.02 / 7.42/ N52/ 0.02 / 6.12/
N38/ 0.02 / 5.02/ N51B/ 0.03 / 3.83/ N48/ 0.02 / 3.62/
N50B/ 1.00 / 5.70/ 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/ 0.01 / 5.61/ N39/ 0.01 / 6.01/ N37/ 0.00 / 7.00/
N36/ 0.01 / 4.48/ N35/ 0.01 / 4.01/ N34/ 0.21 / 4.31/
N33/ 0.02 / 2.62/ N31/ 0.00 / 7.50/ N30/ 0.02 / 4.22/
N29/ 0.02 / 6.42/ N28/ 0.01 / 8.31/ N27/ 0.02 / 5.37/
N26/ 0.02 / 6.52/ N25/ 0.02 / 4.89/ N24/ 0.03 / 2.62/
N23/ 0.01 / 4.71/ N22/ 0.06 / 1.92/ 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/ 0.07 / 1.41/ N15/ 0.11 / 1.32/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.04 / 1.38/ 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/ 0.01 / 1.11/ N2/ 0.06 / 1.11/ N1/ 0.04 / 0.97/
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 /
5114b/ 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/ 0.01*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.02 / 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/ 0.03 / 50b50/ 0.00*/
49b40/ 0.00*/ 51b50/ 0.00*/ L610/ 0.00*/
5352o/ 0.00 / 5352u/ 0.00 / 5238o/ 0.00*/
5238u/ 0.00*/ 3851o/ 0.00 / 3851u/ 0.00*/
5148u/ 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 / 3533u/ 0.00*/ 2217o/ 0.00*/
2217u/ 0.01 / 2019o/ 0.00 / 2019u/ 0.00*/
1918o/ 0.00*/ 1918u/ 0.00*/ 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/ 0.00 / 14b14ao/ 0.00*/ 14b14au/ 0.00*/
FREE # 1/ 0.03 /
Conduit/ Velocity
5453/ 0.09 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.18 / 4342/ 0.13 /
4241/ 0.19 / 3736/ 0.10 / 3534/ 0.00 /
3422/ 0.03 / 3130/ 0.03 / 3024/ 0.70 /
3036/ 0.00 / 2827/ 0.13 / 2726/ 0.00 /
2629/ 0.06 / 2930/ 0.23 / 2725/ 0.49 /
2524/ 0.60 / 2422/ 0.35 / L575/ 0.07 /
2117/ 0.03 / 1714B/ 0.00 / 1716/ 0.78 /
1615/ 0.46 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.20 / 1502/ 0.54 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.05 /
0912/ 0.00 / 0908/ 0.21 / 0811/ 0.00 /
0804/ 0.19 / 0201/ 0.31 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.19 /
5352o/ 0.00 / 5352u/ 0.63 / 5238o/ 0.00 /
5238u/ 0.50 / 3851o/ 0.00 / 3851u/ 0.43 /
5148u/ 0.43 / 5049u/ 0.16 / 4948u/ 0.08 /
4845o/ 0.00 / 4845u/ 0.52 / 4746o/ 0.00 /
4746u/ 0.37 / 4645o/ 0.00 / 4645u/ 0.19 /
4140o/ 0.00 / 4140u/ 0.29 / 4038o/ 0.00 /
4038u/ 0.28 / 3938o/ 0.00 / 3938u/ 0.10 /
3836o/ 0.00 / 3836u/ 0.44 / 3635o/ 0.00 /
3635u/ 0.72 / 3533u/ 0.62 / 2217o/ 0.00 /
2217u/ 0.46 / 2019o/ 0.00 / 2019u/ 0.87 /
1918o/ 0.00 / 1918u/ 0.63 / 1817o/ 0.00 /
1817u/ 0.59 / 1009o/ 0.00 / 1009u/ 0.29 /
0706o/ 0.00 / 0706u/ 0.20 / 0604o/ 0.00 /
0604u/ 0.62 / 0504o/ 0.00 / 0504u/ 0.13 /
0403o/ 0.00 / 0403u/ 0.81 / 0302o/ 0.00 /
0302u/ 0.03 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Width
5453/ 0.40 / 5047/ 0.01 / 4946/ 0.01 /
5114b/ 0.01 / 4440/ 0.13 / 4342/ 0.20 /
4241/ 0.19 / 3736/ 0.17 / 3534/ 8.91 /
3422/ 2.72 / 3130/ 0.58 / 3024/ 0.19 /
3036/ 3.15 / 2827/ 0.23 / 2726/ 8.93 /
2629/ 1.38 / 2930/ 0.93 / 2725/ 0.16 /
2524/ 0.15 / 2422/ 0.30 / L575/ 0.68 /
2117/ 0.29 / 1714B/ 1.67 / 1716/ 0.46 /
1615/ 0.48 / 1614A/ 0.33 / 4514B/ 0.02 /
4515/ 0.22 / 1502/ 0.51 / 14A13/ 0.19 /
1312/ 0.01 / 1211/ 0.23 / 1103/ 0.83 /
0912/ 0.05 / 0908/ 0.15 / 0811/ 0.06 /
0804/ 0.20 / 0201/ 1.61 / 50b50/ 0.00 /
49b40/ 0.42 / 51b50/ 0.51 / L610/ 0.24 /
5352o/ 0.03 / 5352u/ 0.09 / 5238o/ 0.00 /
5238u/ 0.12 / 3851o/ 0.01 / 3851u/ 0.14 /
5148u/ 0.14 / 5049u/ 0.09 / 4948u/ 0.11 /
4845o/ 0.19 / 4845u/ 0.15 / 4746o/ 0.00 /
4746u/ 0.12 / 4645o/ 0.01 / 4645u/ 0.14 /
4140o/ 0.00 / 4140u/ 0.15 / 4038o/ 0.00 /
4038u/ 0.18 / 3938o/ 0.01 / 3938u/ 0.08 /
3836o/ 0.02 / 3836u/ 0.18 / 3635o/ 0.03 /
3635u/ 0.18 / 3533u/ 0.18 / 2217o/ 0.35 /
2217u/ 0.39 / 2019o/ 0.21 / 2019u/ 0.21 /
1918o/ 0.16 / 1918u/ 0.29 / 1817o/ 0.21 /
1817u/ 0.32 / 1009o/ 0.00 / 1009u/ 0.15 /
0706o/ 0.07 / 0706u/ 0.13 / 0604o/ 0.13 /
0604u/ 0.19 / 0504o/ 0.11 / 0504u/ 0.15 /
0403o/ 0.17 / 0403u/ 0.30 / 0302o/ 0.17 /
0302u/ 1.50 / 14b14ao/ 0.00 / 14b14au/ 0.17 /
Junction/ EGL
N54/ 0.02 / N53/ 1.01 / N52/ 0.04 /
N38/ 0.03 / N51B/ 0.04 / N48/ 0.03 /
N50B/ 1.00 / N49B/ 1.00 / N47/ 0.01 /
N46/ 0.02 / N45/ 0.04 / N43/ 0.00 /
N42/ 0.01 / N41/ 1.00 / N44/ 0.01 /
N40/ 0.40 / N39/ 0.01 / N37/ 0.00 /
N36/ 1.05 / N35/ 0.04 / N34/ 0.21 /
N33/ 0.04 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.02 / N28/ 0.01 / N27/ 1.35 /
N26/ 0.02 / N25/ 0.03 / N24/ 0.32 /
N23/ 0.01 / N22/ 2.34 / N21/ 1.00 /
N20/ 0.02 / N19/ 0.07 / N18/ 0.07 /
N17/ 1.20 / N16/ 0.10 / N15/ 0.12 /
N14B/ 0.00 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.04 / N10/ 0.01 /
N9/ 0.02 / N8/ 0.02 / N7/ 0.01 /
N6/ 0.02 / N5/ 0.01 / N4/ 0.05 /
N3/ 0.05 / N2/ 0.08 / N1/ 0.05 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Junction/ Freeboard
N54/ 1.08 / N53/ 2.58 / N52/ 3.88 /
N38/ 4.98 / N51B/ 6.17 / N48/ 6.38 /
N50B/ 4.30 / 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/ 4.39 / N39/ 3.99 / N37/ 3.00 /
N36/ 5.52 / N35/ 5.99 / N34/ 5.69 /
N33/ 7.38 / N31/ 2.50 / N30/ 5.78 /
N29/ 3.58 / N28/ 1.69 / N27/ 4.63 /
N26/ 3.48 / N25/ 5.11 / N24/ 7.38 /
N23/ 5.29 / N22/ 8.08 / N21/ 7.00 /
N20/ 3.98 / N19/ 5.47 / N18/ 8.05 /
N17/ 8.20 / N16/ 8.59 / N15/ 8.68 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.62 / N10/ 6.39 /
N9/ 7.49 / N8/ 7.98 / N7/ 5.99 /
N6/ 6.48 / N5/ 6.69 / N4/ 8.27 /
N3/ 8.89 / N2/ 8.89 / N1/ 9.03 /
N50/ 4.30 / N49/ 5.00 / N51/ 5.20 /
Junction/ Max Volume
N54/ 0.15 / N53/ 1.09 / N52/ 1.10 /
N38/ 1.12 / N51B/ 1.22 / N48/ 1.01 /
N50B/ 1.20 / N49B/ 1.22 / N47/ 0.92 /
N46/ 1.04 / N45/ 1.10 / N43/ 0.07 /
N42/ 0.10 / N41/ 1.00 / N44/ 0.09 /
N40/ 1.03 / N39/ 1.02 / N37/ 0.06 /
N36/ 1.37 / N35/ 1.27 / N34/ 0.41 /
N33/ 1.98 / N31/ 0.02 / N30/ 1.65 /
N29/ 0.13 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.20 / N25/ 0.82 / N24/ 1.58 /
N23/ 0.11 / N22/ 1.75 / N21/ 1.12 /
N20/ 1.02 / N19/ 1.51 / N18/ 1.31 /
N17/ 1.37 / N16/ 1.79 / N15/ 1.17 /
N14B/ 1.28 / N14A/ 1.11 / N13/ 0.72 /
N12/ 0.68 / N11/ 0.87 / N10/ 0.95 /
N9/ 1.02 / N8/ 1.04 / N7/ 1.03 /
N6/ 1.05 / N5/ 1.02 / N4/ 1.13 /
N3/ 0.81 / N2/ 0.80 / N1/ 0.80 /
N50/ 0.00 / N49/ 0.02 / N51/ 0.02 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51B/ 0.00 / N48/ 0.00 /
N50B/ 0.00 / N49B/ 0.00 / N47/ 0.00 /
N46/ 0.00 / N45/ 0.00 / N43/ 0.00 /
N42/ 0.00 / N41/ 0.00 / N44/ 0.00 /
N40/ 0.00 / N39/ 0.00 / N37/ 0.00 /
N36/ 0.00 / N35/ 0.00 / N34/ 0.00 /
N33/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
N50/ 0.00 / N49/ 0.00 / N51/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.04 / 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/ 0.02 /
1615/ 0.03 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.03 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.04 /
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/ 0.01 /
5352o/ 0.00 / 5352u/ 0.00 / 5238o/ 0.00 /
5238u/ 0.00 / 3851o/ 0.00 / 3851u/ 0.00 /
5148u/ 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 / 3533u/ 0.00 / 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/ 0.00 / 0302o/ 0.00 /
0302u/ 0.05 / 14b14ao/ 0.00 / 14b14au/ 0.00 /
Conduit/ Final Volume
5453/ 0.20 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.05 / 4342/ 0.04 /
4241/ 0.04 / 3736/ 0.07 / 3534/ 0.09 /
3422/ 1.74 / 3130/ 0.38 / 3024/ 0.15 /
3036/ 0.00 / 2827/ 0.09 / 2726/ 0.06 /
2629/ 0.71 / 2930/ 0.36 / 2725/ 0.06 /
2524/ 0.15 / 2422/ 0.36 / L575/ 0.25 /
2117/ 0.06 / 1714B/ 0.00 / 1716/ 0.52 /
1615/ 0.82 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.40 / 1502/ 2.93 / 14A13/ 0.08 /
1312/ 0.00 / 1211/ 0.29 / 1103/ 1.46 /
0912/ 0.00 / 0908/ 0.08 / 0811/ 0.00 /
0804/ 0.17 / 0201/ 0.83 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.35 /
5352o/ 0.00 / 5352u/ 0.03 / 5238o/ 0.00 /
5238u/ 0.06 / 3851o/ 0.00 / 3851u/ 0.12 /
5148u/ 0.05 / 5049u/ 0.01 / 4948u/ 0.02 /
4845o/ 0.00 / 4845u/ 0.14 / 4746o/ 0.00 /
4746u/ 0.04 / 4645o/ 0.00 / 4645u/ 0.11 /
4140o/ 0.00 / 4140u/ 0.03 / 4038o/ 0.00 /
4038u/ 0.13 / 3938o/ 0.00 / 3938u/ 0.03 /
3836o/ 0.00 / 3836u/ 0.08 / 3635o/ 0.00 /
3635u/ 0.02 / 3533u/ 0.08 / 2217o/ 0.00 /
2217u/ 0.52 / 2019o/ 0.00 / 2019u/ 0.12 /
1918o/ 0.00 / 1918u/ 0.85 / 1817o/ 0.00 /
1817u/ 0.23 / 1009o/ 0.00 / 1009u/ 0.05 /
0706o/ 0.00 / 0706u/ 0.05 / 0604o/ 0.00 /
0604u/ 0.20 / 0504o/ 0.00 / 0504u/ 0.14 /
0403o/ 0.00 / 0403u/ 0.10 / 0302o/ 0.00 /
0302u/ 1.58 / 14b14ao/ 0.00 / 14b14au/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.01 / 5047/ 0.00 / 4946/ 0.00 /
5114b/ 0.00 / 4440/ 0.00 / 4342/ 0.00 /
4241/ 0.00 / 3736/ 0.00 / 3534/ 0.01 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.02 /
2629/ 0.01 / 2930/ 0.01 / 2725/ 0.01 /
2524/ 0.01 / 2422/ 0.03 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.03 /
1615/ 0.06 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.04 / 1502/ 0.06 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.01 / 1103/ 0.02 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.02 / 0201/ 0.03 / 50b50/ 0.00 /
49b40/ 0.00 / 51b50/ 0.00 / L610/ 0.02 /
5352o/ 0.00 / 5352u/ 0.01 / 5238o/ 0.00 /
5238u/ 0.01 / 3851o/ 0.00 / 3851u/ 0.01 /
5148u/ 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/ 0.01 / 3635o/ 0.00 /
3635u/ 0.01 / 3533u/ 0.01 / 2217o/ 0.00 /
2217u/ 0.04 Section 4
/ 2019o/ 0.00 / 2019u/ 0.02 /
1918o/ 0.00 / 1918u/ 0.02 / 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/ 0.03 / 14b14ao/ 0.00 / 14b14au/ 0.02 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.92/ 8.41 5047/ 3.61/ 3.61 4946/ 3.01/ 3.01/
5114b/ 1.80/ 1.80 4440/ 8.01/ 6.00 4342/ 9.20/ 8.31/
4241/ 8.31/ 7.60 3736/ 7.00/ 5.52 3534/ 4.31/ 4.31/
3422/ 4.31/ 4.20 3130/ 7.50/ 5.70 3024/ 4.22/ 2.88/
3036/ 4.48/ 4.48 2827/ 8.31/ 6.70 2726/ 6.52/ 6.52/
2629/ 6.52/ 6.42 2930/ 6.42/ 5.63 2725/ 5.37/ 4.89/
2524/ 4.89/ 2.88 2422/ 2.62/ 1.92 L575/ 4.71/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.80/ 1.41/
1615/ 1.41/ 1.32 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.52/ 1.32 1502/ 1.32/ 1.11 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.38 1103/ 1.38/ 1.11/
0912/ 1.68/ 1.68 0908/ 2.51/ 2.02 0811/ 1.38/ 1.38/
0804/ 2.02/ 1.73 0201/ 1.11/ 0.97 50b50/ 5.70/ 5.70/
49b40/ 5.00/ 5.00 51b50/ 4.80/ 4.80 L610/ 2.62/ 1.92/
5352o/ 6.12/ 6.12 5352u/ 7.42/ 6.12 5238o/ 5.02/ 5.02/
5238u/ 6.12/ 5.02 3851o/ 3.83/ 3.83 3851u/ 5.02/ 3.83/
5148u/ 3.83/ 3.62 5049u/ 5.70/ 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/ 5.61/ 5.61 4140u/ 6.61/ 5.61 4038o/ 5.02/ 5.02/
4038u/ 5.61/ 5.02 3938o/ 5.02/ 5.02 3938u/ 6.01/ 5.02/
3836o/ 4.48/ 4.48 3836u/ 5.02/ 4.48 3635o/ 4.01/ 4.01/
3635u/ 4.48/ 4.01 3533u/ 4.01/ 2.62 2217o/ 1.80/ 1.80/
2217u/ 1.92/ 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/ 1.11/ 1.11 0403u/ 1.73/ 1.11 0302o/ 1.11/ 1.11/
0302u/ 1.11/ 1.11 14b14ao/ 1.65/ 1.65 14b14au/ 1.80/ 1.65/
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 1440
Total number of passes in the simulation........ 3244
Total number of time steps during simulation.... 2976
Ratio of actual # of time steps / NTCYC......... 2.067
Average number of iterations per time step...... 1.090
Average time step size(seconds)................ 2.419
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 3.495
Average minimum implicit time step (sec)........ 2.066
Average minimum junction time step (sec)........ 2.066
Average Courant Factor Tf....................... 2.066
Number of times omega reduced................... 65
*=========================================================*
| 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 1.12 3341 0 6 0 0 0
N53 0 1.28 3819 1 18 1 0 0
N52 0 1.53 4542 0 7 0 0 0
N38 0 2.08 6195 0 11 3 0 0
N51B 0 1.27 3784 1 12 2 0 0
N48 0 1.30 3857 1 15 3 0 0
N50B 0 1.08 3219 0 9 0 0 0
N49B 0 1.27 3781 0 9 0 0 0
N47 0 1.10 3287 0 5 0 0 0
N46 0 1.24 3701 2 8 0 0 0
N45 0 1.76 5247 0 8 0 0 0
N43 0 1.13 3369 0 6 0 0 0
N42 0 1.26 3751 3 8 0 0 0
N41 0 1.46 4358 0 6 0 0 0
N44 0 1.19 3536 0 6 0 0 0
N40 0 1.45 4305 0 7 0 0 0
N39 0 1.10 3261 0 25 1 1 0
N37 0 1.14 3402 0 6 0 0 0
N36 0 2.23 6627 0 20 1 0 0
N35 0 2.02 6007 2 12 3 0 0
N34 0 1.57 4658 1 16 1 0 0
N33 0 1.48 4406 0 6 0 0 0
N31 0 1.26 3736 0 10 1 0 0
N30 0 2.11 6267 1 15 7 0 0
N29 0 1.61 4784 0 6 0 0 0
N28 0 1.22 3630 0 7 0 0 0
N27 0 1.84 5476 1 14 2 0 0
N26 0 1.57 4660 0 6 0 0 0
N25 0 1.40 4175 0 6 0 0 0
N24 0 1.71 5095 0 9 0 0 0
N23 0 1.40 4166 0 7 0 0 0
N22 0 2.40 7156 20 14 2 0 0
N21 0 1.65 4907 0 17 1 0 0
N20 0 1.44 4276 1 23 2 0 0
N19 0 1.67 4972 1 14 1 0 0
N18 0 2.00 5954 0 23 1 0 0
N17 0 2.80 8320 1 12 2 0 0
N16 0 2.05 6099 0 8 0 0 0
N15 0 1.68 4998 0 6 0 0 0
N14B 0 2.02 6006 2 16 1 0 0
N14A 0 2.09 6233 4 18 8 0 0
N13 0 1.94 5765 0 7 0 0 0
N12 0 1.74 5171 0 6 0 0 0
N11 0 1.89 5625 0 10 1 0 0
N10 0 1.23 3665 0 5 0 0 0
N9 0 1.42 4238 3 6 0 0 0
N8 0 1.57 4679 2 14 2 0 0
N7 0 1.27 3793 0 7 0 0 0
N6 0 1.77 5262 4 19 2 0 0
N5 0 1.25 3734 1 19 1 0 0
N4 0 1.96 5843 1 15 2 0 0
N3 0 2.56 7611 3 15 2 0 0
N2 0 2.30 6851 0 7 0 0 0
N1 0 1.99 5937 9 20 1 0 0
N50 0 1.01 2993 0 5 0 0 0
N49 0 1.19 3539 0 5 0 0 0
N51 0 1.19 3546 0 5 0 0 0
Total number of iterations for all junctions.. 271615
Minimum number of possible iterations......... 169632
Efficiency of the simulation.................. 1.60
Excellent 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 9.0549 0 25 0.0000 0.9451 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.8000 8.4941 0 25 0.0000 1.5059 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.5000 7.2006 0 25 0.0000 2.7994 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.7000 6.1186 0 25 0.0000 3.8814 1.0000 0.0000 0.0000 0.0000
N51B 10.0000 5.4000 5.0191 0 25 0.0000 4.9809 1.0000 0.0000 0.0000 0.0000
N48 10.0000 4.8000 4.6098 0 25 0.0000 5.3902 1.0000 0.0000 0.0000 0.0000
N50B 10.0000 6.3000 5.9042 0 22 0.0000 4.0958 1.0000 0.0000 0.0000 0.0000
N49B 10.0000 5.6000 5.2163 0 25 0.0000 4.7837 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.5216 0 25 0.0000 5.4784 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0358 0 26 0.0000 5.9642 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5973 0 26 0.0000 6.4027 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.6000 9.2737 0 25 0.0000 0.7263 1.0000 0.0000 0.0000 0.0000
N42 10.0000 8.7000 8.3997 0 25 0.0000 1.6003 1.0000 0.0000 0.0000 0.0000
N41 10.0000 8.0000 7.6035 0 25 0.0000 2.3965 1.0000 0.0000 0.0000 0.0000
N44 10.0000 8.4000 8.0852 0 25 0.0000 1.9148 1.0000 0.0000 0.0000 0.0000
N40 10.0000 7.0000 6.6300 0 28 0.0000 3.3700 1.0000 0.0000 0.0000 0.0000
N39 10.0000 7.4000 7.0227 0 25 0.0000 2.9773 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0643 0 25 0.0000 2.9357 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.9700 5.8442 0 26 0.0000 4.1558 1.0000 0.0000 0.0000 0.0000
N35 10.0000 6.4000 5.2714 0 26 0.0000 4.7286 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.8000 4.5132 0 29 0.0000 5.4868 1.0000 0.0000 0.0000 0.0000
N33 10.0000 3.0500 4.5799 0 28 1.5299 5.4201 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5217 0 25 0.0000 2.4783 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8469 0 26 0.0000 4.1531 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5311 0 25 0.0000 3.4689 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3771 0 25 0.0000 1.6229 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7264 0 25 0.0000 3.2736 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.6977 0 25 0.0000 3.3023 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6924 0 29 0.4474 4.3076 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1700 0 30 0.8600 5.8300 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8149 0 25 0.0000 5.1851 1.0000 0.0000 0.0000 0.0000
N22 10.0000 4.6000 3.6122 0 30 0.0000 6.3878 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1172 0 30 0.0000 6.8828 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0214 0 25 0.0000 2.9786 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0092 0 25 0.0000 3.9908 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2127 0 26 0.0000 6.7873 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1172 0 30 0.0000 6.8828 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1317 0 29 0.7317 6.8683 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.3838 0 31 0.3488 7.6162 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.0780 0 30 0.0000 6.9220 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.7095 0 30 0.0000 7.2905 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.5792 0 31 0.0000 7.4208 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.3608 0 32 0.0000 7.6392 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.2065 0 34 0.0000 7.7935 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.5515 0 25 0.0000 5.4485 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5159 0 25 0.0000 6.4841 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0390 0 25 0.0000 6.9610 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0262 0 25 0.0000 4.9738 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5543 0 25 0.0000 5.4457 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3165 0 25 0.0000 5.6835 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8255 0 25 0.0000 7.1745 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.9141 0 30 0.0000 8.0859 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.8484 0 30 0.0000 8.1516 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.7285 0 30 0.0000 8.2715 1.0000 0.0000 0.0000 0.0000
N50 10.0000 6.1000 5.7046 0 25 0.0000 4.2954 1.0000 0.0000 0.0000 0.0000
N49 10.0000 5.4000 5.0224 0 24 0.0000 4.9776 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.2000 4.8218 0 25 0.0000 5.1782 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 0.0994 0 25 0.4399 0 25 0.0970 9.0549 8.4995 .3871 .2487
5047 2.8812 1.4600 200.0000 0.0026 0 25 0.0904 0 25 0.0009 5.7046 4.6010 .0231 .0048
4946 2.8075 1.4227 200.0000 0.0738 0 24 0.3367 0 24 0.0263 5.0224 4.0358 .1120 .1790
5114b 3.5733 1.8108 200.0000 0.0903 0 25 0.3975 0 22 0.0253 4.8218 3.0780 .1091 .3901
4440 10.0429 4.8092 400.0000 0.1460 0 25 1.1627 0 12 0.0145 8.0852 6.6300 .2129 1.574 *
4342 9.2249 4.4176 400.0000 0.1077 0 25 0.8628 0 25 0.0117 9.2737 8.3997 .1844 .2492
4241 8.1356 3.8959 400.0000 0.2096 0 25 1.2713 0 25 0.0258 8.3997 7.6993 .2492 .2482
3736 14.9983 3.6090 400.0000 0.1143 0 25 0.7162 0 12 0.0076 7.0643 5.8442 .1608 .8104
3534 24.3602 2.4544 500.0000 0.9734 0 26 0.6455 0 25 0.0400 5.2714 4.5132 .1428 .4263
3422 2.2724 0.5750 400.0000 0.6956 0 29 0.4615 0 29 0.3061 4.5132 4.2800 .5329 .2001
3130 13.5508 2.2744 300.0000 0.1724 0 25 0.3473 0 18 0.0127 7.5217 5.8469 .0723 .4895
3024 0.4621 2.9058 450.0000 0.4362 0 50 2.6837 0 47 0.9439 5.8469 4.1699 3.659 2.911
3036 6.7857 1.4251 400.0000 0.4726 0 25 0.2022 0 25 0.0696 5.8469 5.8442 .5671 .8104
2827 15.5945 3.7524 400.0000 0.1990 0 25 1.0078 0 25 0.0128 8.3771 6.7766 .1927 .1915
2726 18.5574 3.1124 300.0000 0.3278 0 25 0.1776 0 14 0.0177 6.7264 6.6977 .0881 .6592
2629 2.4524 0.5150 400.0000 0.3152 0 25 0.3351 0 25 0.1285 6.6977 6.5311 .4944 .3278
2930 11.6053 2.4373 400.0000 0.6129 0 25 0.8418 0 18 0.0528 6.5311 5.8469 .3278 .5671
2725 0.2218 2.0080 375.0000 0.2604 0 12 2.4087 0 12 1.1740 6.7264 5.6924 3.670 2.193
2524 0.2779 2.5163 375.0000 0.2532 0 13 2.4429 0 12 0.9112 5.6924 4.1699 2.193 3.493
2422 0.8401 2.9711 600.0000 0.6041 0 44 2.1246 0 44 0.7191 4.1700 3.6122 2.633 2.920
L575 4.4056 1.1111 300.0000 0.3191 0 25 0.4373 0 16 0.0724 4.8149 3.6122 .3830 .7073
2117 10.3655 2.0976 500.0000 0.1689 0 25 0.3929 0 15 0.0163 3.1172 3.1172 .2344 .3343
1714B 8.1188 0.9553 500.0000 0.6150 0 30 0.3475 0 30 0.0757 3.1172 3.0780 .4343 .4561
1716 3.1532 3.6415 1050.000 2.0814 0 24 2.3970 0 23 0.6601 3.1172 3.1321 1.302 1.697
1615 0.7725 1.7486 750.0000 1.2277 0 25 2.7618 0 25 1.5893 3.1317 2.3837 2.388 1.564
1614A 0.7872 1.7819 750.0000 0.8592 0 23 1.9368 0 23 1.0914 3.1317 2.7095 1.975 1.479
4514B 28.0567 3.5017 450.0000 0.3112 0 25 0.8642 0 16 0.0111 3.5973 3.0780 .2162 .5067
4515 0.1942 2.7467 300.0000 0.1685 0 11 2.3547 0 11 0.8681 3.5973 2.3837 3.657 3.912
1502 0.6052 1.1322 825.0000 1.3767 0 25 2.7152 0 16 2.2747 2.3838 1.8484 1.422 .9677
14A13 16.6072 0.8411 1700.000 -1.6989 0 30 -0.4777 0 27 -0.1023 2.7095 2.5792 .4997 .5760
1312 15.7543 0.6101 1400.000 1.6901 0 30 0.4645 0 26 0.1073 2.5792 2.3608 .5137 .4863
1211 22.0747 0.6694 1700.000 1.6636 0 32 0.2858 0 16 0.0754 2.3608 2.2065 .4005 .5097
1103 34.9730 0.7240 2000.000 1.8379 0 34 0.3879 0 46 0.0526 2.2065 1.9141 .4333 .4071
0912 7.4604 1.8954 400.0000 0.0360 0 25 0.0262 0 25 0.0048 3.5159 2.3608 .0397 .9019
0908 0.1628 1.4741 375.0000 0.1336 0 22 1.1971 0 22 0.8208 3.5159 3.0390 2.709 2.770
0811 6.0914 1.5476 400.0000 0.1312 0 25 0.2156 0 24 0.0215 3.0390 2.2065 .0975 .5164
0804 0.2208 1.3886 450.0000 0.2310 0 30 1.4432 0 30 1.0460 3.0390 2.8255 2.308 2.501
0201 142.3584 2.9703 2000.000 4.1078 0 30 1.3694 0 44 0.0289 1.8484 1.7285 .3992 .3993
50b50 13.6470 6.9913 400.0000 0.0065 0 25 0.3495 0 25 0.0005 5.9042 5.7046 .0106 .0115
49b40 13.6470 6.9913 400.0000 0.0708 0 25 0.8464 0 22 0.0052 5.2163 5.0224 .0407 .0560
51b50 13.6470 6.9913 400.0000 0.0920 0 25 0.9431 0 25 0.0067 5.0191 4.8218 .0477 .0546
L610 0.3758 2.3626 450.0000 0.3502 0 52 2.1860 0 53 0.9321 4.5799 3.6122 4.399 3.893
5352o 1.1925 2.1371 300.0000 0.1889 0 25 1.0716 0 25 0.1584 8.4941 7.2006 .3136 .3352
5352u 0.0273 1.5423 150.0000 0.0364 0 55 2.0735 0 56 1.3370 8.4941 7.2006 7.293 7.337
5238o 1.6591 2.2063 400.0000 0.1879 0 25 0.9533 0 25 0.1133 7.2006 6.1186 .2514 .2964
5238u 0.0735 1.8497 225.0000 0.0734 0 12 1.8173 0 12 0.9986 7.2006 6.1186 4.891 4.971
3851o 1.4388 1.9133 400.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1186 5.0191 .0000 .0000
3851u 0.0663 1.6681 225.0000 0.0605 0 25 1.4826 0 25 0.9124 6.1186 5.0191 4.971 5.418
5148u 0.0407 1.0234 225.0000 0.0684 0 50 1.6855 0 52 1.6801 5.0191 4.6098 5.418 4.487
5049u 0.0573 1.4423 225.0000 0.0537 0 22 1.4047 0 25 0.9367 5.9042 5.2163 .9077 .9613
4948u 0.0590 1.4830 225.0000 0.0693 0 23 1.7005 0 23 1.1759 5.2163 4.6098 5.405 4.487
4845o 2.5500 1.2922 200.0000 0.0169 0 25 0.0694 0 11 0.0066 4.6098 3.5973 .0488 .4864
4845u 0.1309 1.8523 300.0000 0.1100 0 11 1.5983 0 8 0.8401 4.6098 3.5973 3.365 3.657
4746o 17.3588 1.9947 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.5216 4.0358 .0000 .0000
4746u 0.1498 2.1194 300.0000 0.0916 0 25 1.2775 0 25 0.6114 4.5216 4.0358 3.072 3.452
4645o 15.8729 2.3953 400.0000 0.0189 0 26 0.1109 0 26 0.0012 4.0358 3.5973 .0895 .2432
4645u 0.1105 1.5637 300.0000 0.0952 0 26 1.3253 0 26 0.8613 4.0358 3.5973 3.452 3.657
4140o 7.7278 3.7006 400.0000 0.0001 0 25 0.0943 0 25 0.0000 7.6035 6.6300 .0087 .0749
4140u 0.3099 2.8063 375.0000 0.2081 0 25 1.8644 0 25 0.6713 7.6035 6.6300 2.675 2.746
4038o 9.0986 2.1894 400.0000 0.0097 0 28 0.0472 0 28 0.0011 6.6300 6.1186 .0749 .2964
4038u 0.2678 1.6839 450.0000 0.2269 0 28 1.4493 0 11 0.8471 6.6300 6.1186 2.288 2.485
3938o 6.1031 3.1253 400.0000 0.0549 0 25 0.4418 0 12 0.0090 7.0227 6.1186 .0567 .2964
3938u 0.0261 1.4762 150.0000 0.0272 0 12 1.4998 0 12 1.0436 7.0227 6.1186 6.818 7.457
3836o 9.9729 2.0945 400.0000 0.3785 0 25 0.2193 0 25 0.0379 6.1186 5.8442 .2964 .8104
3836u 0.3282 2.0635 450.0000 0.2578 0 56 1.6923 0 56 0.7855 6.1186 5.8442 2.485 3.053
3635o 350.7969 7.2605 1200.000 1.0056 0 26 0.8340 0 25 0.0029 5.8442 5.2714 .0618 .0595
3635u 0.6696 4.2102 450.0000 0.3448 0 12 2.1808 0 11 0.5150 5.8442 5.2714 3.053 2.825
3533u 0.5928 3.7276 450.0000 0.3484 0 53 2.5244 0 9 0.5876 5.2714 4.5799 2.825 4.399
2217o 14.0423 2.7133 500.0000 0.7958 0 30 1.0367 0 39 0.0567 3.6122 3.1619 .4244 .4239
2217u 0.6241 1.4127 750.0000 1.2540 0 43 2.7714 0 43 2.0092 3.6122 3.1172 2.336 1.822
2019o 11.6942 3.9474 300.0000 0.1425 0 25 0.6919 0 25 0.0122 7.0214 6.0205 .0715 .0683
2019u 0.6375 4.0085 450.0000 0.4158 0 27 2.5997 0 27 0.6523 7.0214 6.0092 2.269 3.353
1918o 18.5045 3.0423 400.0000 0.0011 0 25 0.0016 0 25 0.0001 6.0092 3.2127 .0230 .5318
1918u 0.9440 3.3387 600.0000 0.8435 0 25 2.9577 0 25 0.8936 6.0092 3.2127 2.515 2.187
1817o 9.1593 1.0777 500.0000 0.7163 0 26 0.5737 0 26 0.0782 3.2127 3.1172 .4255 .3343
1817u 0.5070 1.7932 600.0000 0.5331 0 14 1.8768 0 14 1.0515 3.2127 3.1172 2.187 2.278
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.5515 3.5159 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1787 0 25 1.6428 0 13 0.7401 4.5515 3.5159 2.537 2.709
0706o 7.2322 2.5988 300.0000 0.0729 0 25 0.3120 0 25 0.0101 5.0262 4.5543 .0873 .1809
0706u 0.1248 1.7661 300.0000 0.0879 0 14 1.2258 0 14 0.7045 5.0262 4.5543 3.420 3.514
0604o 9.6606 3.5629 300.0000 0.3386 0 25 0.9924 0 25 0.0350 4.5543 2.8538 .1809 .1794
0604u 0.3116 2.8210 375.0000 0.3061 0 36 2.7512 0 36 0.9824 4.5543 2.8255 2.811 3.001
0504o 8.6316 3.1837 300.0000 0.0411 0 25 0.4055 0 24 0.0048 4.3165 2.8255 .0551 .0851
0504u 0.1541 2.1802 300.0000 0.1323 0 22 1.8467 0 22 0.8586 4.3165 2.8255 3.388 3.751
0403o 9.0589 2.2976 400.0000 0.0759 0 25 0.3503 0 25 0.0084 2.8255 2.0179 .0638 .0449
0403u 1.9283 4.3647 750.0000 1.1441 0 23 2.5922 0 23 0.5933 2.8255 1.9141 1.500 1.085
0302o 2.9365 0.3240 300.0000 0.4234 0 30 0.3410 0 30 0.1442 1.9141 1.8701 .3137 .2002
0302u 3.2556 3.6173 600.0000 0.7534 0 37 0.8358 0 37 0.2314 1.9141 1.8484 1.356 1.330
14b14ao 75.9084 3.3944 500.0000 0.8173 0 30 0.3520 0 23 0.0108 3.0780 2.7095 .1761 .4191
14b14au 0.1270 1.7965 300.0000 0.1192 0 22 1.6584 0 22 0.9387 3.0780 2.7095 4.260 3.698
FREE # 1 Undefnd Undefnd Undefn 4.1113 0 30
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
5453 0.1667 0.0000 0.0000 119.8333 0.0763 0.2259 0.0559
5047 90.2222 0.0000 0.0000 29.7778 0.0030 0.0291 0.0003
4946 71.8889 6.8056 0.0000 41.3056 0.0272 0.2681 0.0075
5114b 55.1389 18.6667 0.0000 46.1944 0.0435 0.4318 0.0097
4440 0.1667 40.7500 0.0000 79.0833 0.1415 1.0065 0.0738
4342 0.1667 119.8333 0.0000 0.0000 0.0420 0.1248 0.0748
4241 0.1667 0.0000 0.0000 119.8333 0.0490 0.1651 0.1263
3736 0.1667 43.0069 0.0000 76.8264 0.1070 1.4334 0.0358
3534 97.6111 21.0833 0.0000 1.3056 0.1271 2.5599 0.0511
3422 22.8056 0.0000 0.0000 97.1944 0.1482 1.5075 0.0676
3130 0.1667 33.5278 0.0000 86.3056 0.0766 1.5367 0.0094
3024 0.1667 39.7951 0.0000 80.0382 0.1362 0.1654 3.3603
3036 79.8889 36.8611 3.2500 0.0000 0.1369 2.3512 0.0555
2827 0.1667 0.0000 0.0000 119.8333 0.0378 0.1975 0.0774
2726 95.8299 24.1701 0.0000 0.0000 0.1013 2.0410 0.0178
2629 0.2500 119.7500 0.0000 0.0000 0.0875 0.9418 0.0550
2930 0.2500 33.2222 0.0000 86.5278 0.0899 1.0416 0.1054
2725 0.1667 119.8333 0.0000 0.0000 0.1084 0.1139 2.1227
2524 0.1667 39.7222 0.0000 80.1111 0.1120 0.1141 2.0442
2422 0.1667 119.8333 0.0000 0.0000 0.1679 0.2908 3.3818
L575 0.1667 27.6944 0.0000 92.1389 0.0747 1.2132 0.0504
2117 3.9444 21.4167 0.0000 94.6389 0.1360 1.3722 0.0175
1714B 90.0000 23.2500 6.7500 0.0000 0.0925 1.7759 0.0772
1716 0.1667 115.5833 0.0000 4.2500 0.2938 0.8902 3.6950
1615 0.1667 119.8333 0.0000 0.0000 0.2277 0.4522 4.0336
1614A 6.5000 62.3750 51.1250 0.0000 0.2281 0.4588 2.3775
4514B 81.6944 30.1111 0.0000 8.1944 0.0755 1.2609 0.0607
4515 0.1667 119.8333 0.0000 0.0000 0.0839 0.0728 2.3534
1502 0.1667 119.8333 0.0000 0.0000 0.2341 0.5327 2.5148
14A13 8.3750 111.6250 0.0000 0.0000 0.3637 3.5960 0.4318
1312 8.4167 111.5833 0.0000 0.0000 0.3211 3.7781 0.3140
1211 8.5000 111.5000 0.0000 0.0000 0.3688 6.1602 0.2092
1103 0.1667 119.8333 0.0000 0.0000 0.3494 5.3521 0.2879
0912 113.4167 6.5833 0.0000 0.0000 0.1439 1.5063 0.0040
0908 0.1667 119.8333 0.0000 0.0000 0.1049 0.1137 1.2149
0811 110.5833 9.4167 0.0000 0.0000 0.0890 0.9000 0.0140
0804 0.1667 119.8333 0.0000 0.0000 0.1285 0.1641 1.2983
0201 0.1667 119.8333 0.0000 0.0000 0.3533 4.2365 0.8730
50b50 116.7222 3.2778 0.0000 0.0000 0.0039 0.0187 0.0014
49b40 101.9167 18.0833 0.0000 0.0000 0.0188 0.0911 0.0150
51b50 80.4792 39.5208 0.0000 0.0000 0.0201 0.0975 0.0193
L610 0.1667 119.8333 0.0000 0.0000 0.1259 0.1654 3.5430
5352o 75.1417 8.1389 0.0000 36.7194 0.0883 0.1764 0.1042
5352u 0.1667 119.8333 0.0000 0.0000 0.0453 0.0184 1.6678
5238o 85.7708 30.5833 0.0000 3.6458 0.0976 0.1975 0.1040
5238u 0.1667 119.8333 0.0000 0.0000 0.0642 0.0411 1.9195
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 0.0413 1.7316
5148u 0.1667 119.8333 0.0000 0.0000 0.0661 0.0409 1.5543
5049u 5.3333 21.5833 0.0000 93.0833 0.0667 0.0385 0.2930
4948u 0.2500 119.7500 0.0000 0.0000 0.0630 0.0410 1.8912
4845o 93.3194 26.6806 0.0000 0.0000 0.0484 0.4830 0.0019
4845u 1.1667 118.8333 0.0000 0.0000 0.0912 0.0728 1.5168
4746o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746u 0.1667 119.8333 0.0000 0.0000 0.0839 0.0729 1.2439
4645o 112.5278 7.4722 0.0000 0.0000 0.0312 0.1701 0.0074
4645u 0.1667 119.8333 0.0000 0.0000 0.0840 0.0729 1.4135
4140o 119.7500 0.0000 0.0000 0.2500 0.0011 0.0006 0.0002
4140u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1139 1.8499
4038o 112.5000 7.5000 0.0000 0.0000 0.0334 0.2155 0.0033
4038u 0.2500 119.7500 0.0000 0.0000 0.1270 0.1638 1.5137
3938o 91.3681 27.0069 0.0000 1.6250 0.0630 0.3151 0.0122
3938u 0.2500 119.7500 0.0000 0.0000 0.0424 0.0184 1.3214
3836o 82.6319 37.3681 0.0000 0.0000 0.1063 1.7285 0.0485
3836u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1651 1.7647
3635o 94.6944 2.5833 0.0000 22.7222 0.0384 1.2242 0.0599
3635u 0.1667 119.8333 0.0000 0.0000 0.1235 0.1665 2.2236
3533u 0.1667 119.8333 0.0000 0.0000 0.1259 0.1640 3.1401
2217o 90.4444 0.0000 0.0000 29.5556 0.0779 0.9111 0.1856
2217u 0.1667 119.8333 0.0000 0.0000 0.2135 0.4528 3.4302
2019o 115.4833 0.0000 0.0000 4.5167 0.0209 0.2060 0.0145
2019u 0.1667 119.8333 0.0000 0.0000 0.1350 0.1656 2.6237
1918o 118.2778 1.7222 0.0000 0.0000 0.0418 0.7276 0.0002
1918u 0.1667 119.8333 0.0000 0.0000 0.1679 0.2912 4.1712
1817o 91.1111 10.8333 0.0000 18.0556 0.0838 1.2533 0.1059
1817u 0.1667 119.8333 0.0000 0.0000 0.1824 0.2964 1.9558
1009o 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1139 1.5729
0706o 102.2500 17.7500 0.0000 0.0000 0.0330 0.2348 0.0125
0706u 0.1667 119.8333 0.0000 0.0000 0.0896 0.0727 1.2408
0604o 97.4722 0.0000 0.0000 22.5278 0.0448 0.3413 0.0536
0604u 0.1667 119.8333 0.0000 0.0000 0.1049 0.1135 2.6411
0504o 114.1944 3.5357 0.0000 2.2698 0.0185 0.1121 0.0076
0504u 0.1667 119.8333 0.0000 0.0000 0.0840 0.0729 1.8363
0403o 115.8532 0.0000 0.0000 4.1468 0.0220 0.2168 0.0076
0403u 0.1667 119.8333 0.0000 0.0000 0.2269 0.4608 2.4181
0302o 101.8512 0.0000 0.0000 18.1488 0.0490 1.2429 0.0263
0302u 0.1667 119.8333 0.0000 0.0000 0.3108 0.9868 0.6659
14b14ao 98.4444 21.5556 0.0000 0.0000 0.0770 3.4167 0.0361
14b14au 38.5000 81.5000 0.0000 0.0000 0.0839 0.0727 1.8304
*===========================================*
| 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 0.0208 150.0651 0.0005 0.9980 0.3693 0.0372 0.0907 3.8853
5047 0.0001 0.9097 0.0000 0.3797 0.3716 0.0003 0.0032 0.0350
4946 0.0041 29.8071 0.0003 0.5985 0.5244 0.0033 0.0326 0.0350
5114b 0.0136 98.1686 0.0004 0.7366 0.6012 0.0113 0.1121 0.0350
4440 0.0277 199.3829 0.0008 0.9980 0.7113 0.0635 0.4091 1.5541
4342 0.0204 146.7444 0.0005 0.9980 0.8873 0.0217 0.0431 1.5541
4241 0.0393 283.2037 0.0011 0.9980 1.1439 0.0251 0.0567 1.5541
3736 0.0220 158.7449 0.0006 0.9980 0.5146 0.0442 0.5088 1.7268
3534 0.0652 469.5612 0.0042 0.2853 0.1065 0.0306 0.4970 0.0450
3422 0.0658 473.7305 0.0031 0.7651 0.3563 0.0328 0.3292 0.0450
3130 0.0321 230.8003 0.0009 0.9980 0.7612 0.0246 0.4910 3.0219
3024 0.1452 1045.1502 0.0022 0.9980 1.1982 0.0832 0.0939 1.1224
3036 0.0080 57.3598 0.0039 0.5050 0.0157 0.0548 0.7829 0.0211
2827 0.0377 271.5210 0.0010 0.9980 1.0537 0.0194 0.0685 1.7268
2726 0.0256 184.2706 0.0016 0.3098 0.0753 0.0490 0.4187 0.0200
2629 0.0324 233.1983 0.0014 0.9980 0.1684 0.0336 0.2157 3.0219
2930 0.0948 682.7487 0.0029 0.9980 0.5983 0.0401 0.3190 1.7268
2725 0.0788 567.6466 0.0014 0.9980 1.0591 0.0743 0.0646 1.1224
2524 0.0784 564.6149 0.0014 0.9929 1.2538 0.0700 0.0614 0.0130
2422 0.2241 1613.4290 0.0036 0.9980 0.6778 0.1181 0.1834 1.1224
L575 0.0582 419.1601 0.0016 0.9980 0.3832 0.0340 0.3455 3.8853
2117 0.0326 234.4274 0.0014 0.9761 0.7452 0.0332 0.3321 0.0200
1714B 0.0502 361.2823 0.0036 0.3774 0.0399 0.0263 0.3634 0.0213
1716 0.7363 5301.4401 0.0122 0.9980 0.8684 0.2008 0.5109 1.1224
1615 0.4962 3572.6479 0.0079 0.9976 0.6858 0.1653 0.3284 1.0265
1614A 0.2403 1730.0759 0.0055 0.9550 0.2778 0.1374 0.2788 0.0130
4514B 0.0452 325.2706 0.0014 0.4869 0.2251 0.0223 0.2954 0.0215
4515 0.0783 563.9105 0.0013 0.9980 0.8292 0.0674 0.0567 1.1224
1502 0.5744 4135.3563 0.0083 0.9980 0.9539 0.1817 0.3440 1.1224
14A13 -0.3500 -2520.114 0.0076 0.9399 0.0030 0.1996 1.3442 0.1223
1312 0.3506 2524.2989 0.0075 0.9395 0.1101 0.1536 1.3802 0.1218
1211 0.3507 2524.8337 0.0080 0.9385 0.0731 0.1671 2.2342 0.1230
1103 0.4282 3083.2238 0.0095 0.9980 0.1232 0.2088 2.0035 10.7925
0912 0.0010 7.1595 0.0002 0.0874 0.0034 0.0572 0.5916 0.0450
0908 0.0330 237.4907 0.0008 0.9980 0.6505 0.0657 0.0514 1.2088
0811 0.0056 40.0240 0.0006 0.1240 0.0294 0.0202 0.2041 0.0450
0804 0.0595 428.5934 0.0015 0.9980 0.5799 0.0847 0.0843 1.1224
0201 1.3209 9510.1629 0.0238 0.9980 0.4902 0.2231 1.7536 3.4536
50b50 0.0001 0.9168 0.0000 0.0430 0.0815 0.0003 0.0015 0.0100
49b40 0.0046 32.9354 0.0005 0.2366 0.4009 0.0029 0.0131 0.0100
51b50 0.0139 100.2296 0.0005 0.5027 0.9626 0.0066 0.0309 0.0100
L610 0.1363 981.4988 0.0026 0.9980 0.5824 0.0927 0.1131 1.0361
5352o 0.0281 202.0075 0.0009 0.5719 0.6061 0.0270 0.0519 0.0350
5352u 0.0158 113.9816 0.0003 0.9980 1.0813 0.0332 0.0135 1.2088
5238o 0.0213 153.6010 0.0008 0.4351 0.3171 0.0272 0.0532 0.0350
5238u 0.0308 221.6851 0.0005 0.9980 0.9675 0.0465 0.0273 1.1224
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0026 0.0048 0.0350
3851u 0.0289 208.0081 0.0005 0.9980 0.6957 0.0488 0.0298 1.1224
5148u 0.0301 216.6556 0.0006 0.9980 0.7079 0.0497 0.0307 1.2088
5049u 0.0105 75.6162 0.0003 0.9647 1.1595 0.0356 0.0133 0.0140
4948u 0.0217 155.9905 0.0005 0.9980 0.5191 0.0446 0.0270 1.2088
4845o 0.0027 19.3407 0.0001 0.3417 0.0384 0.0152 0.1512 0.0350
4845u 0.0491 353.5265 0.0008 0.9940 0.7869 0.0619 0.0499 0.0130
4746o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0005 0.0010 0.0286
4746u 0.0359 258.7482 0.0006 0.9980 0.8548 0.0500 0.0346 1.1224
4645o 0.0005 3.4619 0.0001 0.0985 0.0091 0.0075 0.0363 0.0225
4645u 0.0401 288.4304 0.0006 0.9980 0.3712 0.0576 0.0468 1.2088
4140o 0.0000 0.0006 0.0000 0.0034 0.0040 0.0004 0.0004 0.0190
4140u 0.0393 283.0389 0.0011 0.9980 0.9337 0.0630 0.0510 1.1224
4038o 0.0003 2.1140 0.0000 0.0981 0.0049 0.0086 0.0487 0.0191
4038u 0.0740 532.6643 0.0014 0.9980 0.6302 0.0816 0.0969 1.1224
3938o 0.0055 39.7295 0.0003 0.3646 0.1186 0.0184 0.0914 0.0250
3938u 0.0091 65.4684 0.0002 0.9980 0.5746 0.0310 0.0125 1.0361
3836o 0.0483 347.6278 0.0017 0.4708 0.0633 0.0400 0.5601 0.0208
3836u 0.0896 645.4465 0.0021 0.9980 0.6939 0.0845 0.1027 1.1224
3635o 0.0702 505.4951 0.0043 0.3222 0.3390 0.0075 0.1470 0.0350
3635u 0.1242 894.5716 0.0025 0.9980 1.0566 0.0845 0.1029 1.0361
3533u 0.1362 980.7707 0.0027 0.9980 1.1690 0.0833 0.1012 1.0361
2217o 0.0907 652.8109 0.0035 0.3690 0.2656 0.0225 0.1569 0.0215
2217u 0.4147 2986.1797 0.0079 0.9980 0.7794 0.1543 0.2832 1.1224
2019o 0.0038 27.5917 0.0007 0.0588 0.0891 0.0010 0.0097 0.0200
2019u 0.0990 712.7056 0.0022 0.9980 1.6356 0.0829 0.0646 1.1224
1918o 0.0000 0.0793 0.0000 0.0208 0.0001 0.0116 0.1397 0.0217
1918u 0.1849 1330.9482 0.0041 0.9980 1.1792 0.1109 0.1315 1.1224
1817o 0.0836 601.9543 0.0031 0.3606 0.1584 0.0238 0.2548 0.0211
1817u 0.1508 1086.0062 0.0043 0.9980 0.6034 0.1248 0.1781 1.1224
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0004 0.0020 0.0247
1009u 0.0338 243.2212 0.0010 0.9980 1.1348 0.0584 0.0384 1.2088
0706o 0.0038 27.2617 0.0004 0.2268 0.1140 0.0047 0.0304 0.0212
0706u 0.0269 193.5895 0.0006 0.9980 0.7098 0.0562 0.0366 1.1224
0604o 0.0241 173.3068 0.0015 0.2849 0.3836 0.0071 0.0475 0.0209
0604u 0.1036 745.6483 0.0018 0.9980 1.4176 0.0748 0.0631 1.1224
0504o 0.0010 7.5067 0.0002 0.0776 0.0806 0.0009 0.0051 0.0212
0504u 0.0315 226.4986 0.0008 0.9980 0.8417 0.0570 0.0365 1.1224
0403o 0.0014 10.1875 0.0003 0.0524 0.0479 0.0008 0.0073 0.0450
0403u 0.2829 2037.1664 0.0060 0.9980 1.1992 0.1409 0.2173 1.1224
0302o 0.0367 264.1808 0.0018 0.2282 0.1042 0.0086 0.1818 0.0273
0302u 0.6777 4879.7794 0.0045 0.9980 0.2094 0.1892 0.5809 0.6044
14b14ao 0.0780 561.3896 0.0036 0.2722 0.0742 0.0139 0.5024 0.0350
14b14au 0.0318 228.7353 0.0008 0.8202 0.2221 0.0550 0.0474 0.0140
FREE # 1 1.3210 9511.3268
*===============================================================*
| 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 0.0993 0.0000 0.5452 0.0995 0.1320 9.0548 8.4995 Max Flow
5047 0.0026 0.0000 1.1029 0.0010 0.0015 5.7046 4.6010 Max Flow
4946 0.0735 0.0000 0.9224 0.0178 0.0221 5.0223 4.0235 Max Flow
5114b 0.0903 0.0000 0.2079 0.0203 0.0216 4.8218 3.0661 Max Flow
4440 0.1460 0.0000 0.0057 0.1093 0.0849 8.0852 6.5687 Max Flow
4342 0.1076 0.0000 0.3956 0.0968 0.0733 9.2737 8.3997 Max Flow
4241 0.2095 0.0000 0.6988 0.1252 0.0993 8.3997 7.6993 Max Flow
3736 0.1143 0.0000 0.0028 0.0747 0.0643 7.0643 5.8408 Max Flow
3534 0.9733 0.0000 0.2245 0.0625 0.0709 5.2714 4.4541 Max Flow
3422 0.6955 0.0000 0.2200 0.0800 0.1942 4.5131 4.2800 Max Flow
3130 0.1724 0.0000 0.0267 0.0193 0.0213 7.5217 5.8445 Max Flow
3024 0.4362 1.2352 1.1251 0.4261 0.3482 5.7150 3.3775 Max Flow
3036 0.4725 0.0000 0.0052 0.1299 0.1507 5.8462 5.8434 Max Flow
2827 0.1988 0.0000 1.5966 0.0937 0.0766 8.3771 6.7765 Max Flow
2726 0.3268 0.0000 0.0022 0.0300 0.0261 6.7264 6.6954 Max Flow
2629 0.3151 0.0000 0.1595 0.1118 0.1862 6.6977 6.5309 Max Flow
2930 0.6127 0.0000 0.1734 0.1439 0.1309 6.5311 5.8458 Max Flow
2725 0.2603 0.8517 0.6065 0.3505 0.3750 6.7039 5.2194 Max Flow
2524 0.2514 0.4925 1.4520 0.3480 0.2795 5.2316 3.1969 Max Flow
2422 0.5890 0.2258 0.3514 0.4988 0.3705 4.1163 3.5397 Max Flow
L575 0.3191 0.0000 0.6810 0.0967 0.1148 4.8149 3.5463 Max Flow
2117 0.1684 0.0000 0.0016 0.0303 0.0409 3.0938 3.0935 Max Flow
1714B 0.6149 0.0000 0.0405 0.1446 0.2139 3.1171 3.0777 Max Flow
1716 2.0794 -0.1859 0.1730 0.8200 0.6226 3.0786 3.0892 Max Flow
1615 1.2265 0.4337 0.3237 0.6670 0.7500 3.1046 2.3429 Max Flow
1614A 0.8581 0.4265 0.0589 0.5738 0.7500 3.0792 2.5934 Max Flow
4514B 0.3112 0.0000 0.0254 0.1108 0.0969 3.5972 3.0723 Max Flow
4515 0.1685 0.5980 0.9477 0.2891 0.2161 3.5116 1.9609 Max Flow
1502 1.3767 -0.2148 0.7709 0.7010 0.8250 2.3432 1.8099 Max Flow
14A13 0.0170 0.0000 0.0031 0.0726 0.1378 2.0625 2.0579 Max Flow
1312 1.6866 0.0000 0.2183 0.4131 0.7467 2.5790 2.3580 Max Flow
1211 1.6636 0.0000 0.1608 0.4195 0.6782 2.3606 2.2032 Max Flow
1103 1.8379 0.0000 0.2940 0.3704 0.8806 2.2065 1.9072 Max Flow
0912 0.0360 0.0000 0.0011 0.0093 0.0158 3.5159 2.2942 Max Flow
0908 0.1336 0.1592 0.3297 0.2696 0.2586 3.5033 3.0143 Max Flow
0811 0.1311 0.0000 0.1421 0.0257 0.0385 3.0390 2.1085 Max Flow
0804 0.2306 0.1868 0.3228 0.3381 0.3905 3.0011 2.4884 Max Flow
0201 4.1075 0.0000 0.1200 0.5908 0.7984 1.8484 1.7284 Max Flow
50b50 0.0065 0.0000 0.1992 0.0034 0.0015 5.9034 5.7044 Max Flow
49b40 0.0707 0.0000 0.1222 0.0276 0.0162 5.2163 5.0221 Max Flow
51b50 0.0919 0.0000 0.1627 0.0333 0.0185 5.0191 4.8218 Max Flow
L610 0.3502 0.6625 0.6336 0.4032 0.3441 3.8084 2.5074 Max Flow
5352o 0.1889 0.0000 1.1830 0.1035 0.0940 8.4941 7.2003 Max Flow
5352u 0.0364 0.0812 2.0838 1.0044 0.1500 8.4046 6.2382 Max Flow
5238o 0.1879 0.0000 0.8676 0.1030 0.1004 7.2006 6.1177 Max Flow
5238u 0.0732 0.1497 1.0446 0.2107 0.1837 7.1187 5.9377 Max Flow
3851o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
3851u 0.0605 0.1532 0.9479 0.2002 0.1689 6.1181 5.0179 Max Flow
5148u 0.0684 0.2083 0.5421 0.2078 0.2250 4.9959 4.2420 Max Flow
5049u 0.0537 0.1538 0.5369 0.1915 0.1729 5.9038 5.2155 Max Flow
4948u 0.0693 0.0793 0.5254 0.2083 0.2250 5.2154 4.6093 Max Flow
4845o 0.0169 0.0000 0.0051 0.0062 0.0095 4.6098 3.5972 Max Flow
4845u 0.1100 0.4006 0.7576 0.2551 0.2107 4.5058 3.3481 Max Flow
4746o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746u 0.0915 0.2727 0.2176 0.2352 0.1694 4.5185 4.0305 Max Flow
4645o 0.0188 0.0000 0.0165 0.0353 0.0353 4.0358 3.5973 Max Flow
4645u 0.0952 0.0796 0.3592 0.2397 0.2148 4.0358 3.5973 Max Flow
4140o 0.0000 0.0000 0.9331 0.0005 0.0004 7.6028 6.6004 Max Flow
4140u 0.2080 0.5823 0.4413 0.3291 0.2249 7.6028 6.5774 Max Flow
4038o 0.0097 0.0000 0.0046 0.0265 0.0295 6.6300 6.1121 Max Flow
4038u 0.2269 0.0960 0.4231 0.3354 0.3180 6.6288 6.1099 Max Flow
3938o 0.0549 0.0000 0.0307 0.0230 0.0218 7.0227 6.1170 Max Flow
3938u 0.0272 0.3847 1.0317 0.1411 0.1297 6.9429 5.5122 Max Flow
3836o 0.3785 0.0000 0.0173 0.1192 0.1183 6.1186 5.8438 Max Flow
3836u 0.2576 0.0984 0.3210 0.3565 0.3004 6.0179 5.5992 Max Flow
3635o 1.0053 0.0614 0.6462 0.0781 0.0699 5.8442 5.2709 Max Flow
3635u 0.3431 0.8564 0.1217 0.4006 0.2283 5.6550 4.6736 Max Flow
3533u 0.3483 0.4177 0.4772 0.4025 0.2480 4.6787 3.7848 Max Flow
2217o 0.7948 0.0000 0.4498 0.2127 0.2118 3.6122 3.1618 Max Flow
2217u 1.2540 0.3974 0.4233 0.6717 0.7500 3.4496 2.6316 Max Flow
2019o 0.1422 0.0000 0.9946 0.0275 0.0205 7.0214 6.0205 Max Flow
2019u 0.4144 1.1593 0.6270 0.4215 0.2644 6.9683 5.1778 Max Flow
1918o 0.0011 0.0000 0.0000 0.0074 0.0064 6.0092 3.2113 Max Flow
1918u 0.8435 0.7558 2.0404 0.5610 0.4427 6.0092 3.2113 Max Flow
1817o 0.7160 0.0000 0.0871 0.1572 0.2115 3.2127 3.1072 Max Flow
1817u 0.5305 0.1475 0.1627 0.4760 0.5224 3.0214 2.7228 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.1787 0.4440 0.5903 0.3093 0.2402 4.5488 3.5151 Max Flow
0706o 0.0729 0.0000 0.1271 0.0264 0.0259 5.0262 4.5538 Max Flow
0706u 0.0879 0.2593 0.2407 0.2308 0.1858 5.0077 4.5069 Max Flow
0604o 0.3385 0.0000 1.6970 0.0689 0.0538 4.5543 2.8538 Max Flow
0604u 0.3061 0.5179 1.7119 0.9992 0.3017 4.4992 2.2676 Max Flow
0504o 0.0411 0.0000 0.8106 0.0179 0.0159 4.3165 2.8238 Max Flow
0504u 0.1323 0.5725 1.1471 0.2723 0.2142 4.3048 2.5873 Max Flow
0403o 0.0759 0.0000 0.8053 0.0179 0.0213 2.8255 2.0179 Max Flow
0403u 1.1438 0.7608 0.2052 0.6506 0.4158 2.8025 1.8387 Max Flow
0302o 0.4226 0.0000 0.0378 0.0600 0.1030 1.9141 1.8700 Max Flow
0302u 0.7534 0.0643 0.0027 0.2951 0.1778 1.8870 1.8198 Max Flow
14b14ao 0.8172 0.0000 0.0220 0.0935 0.0875 3.0780 2.7078 Max Flow
14b14au 0.1192 0.2961 0.1704 0.2633 0.2309 3.0179 2.5495 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 19.1667 100.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 10.1667 19.6667 90.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4946 12.8333 35.3333 71.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 21.0000 44.0000 55.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4440 0.6667 0.5000 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 0.1667 22.1667 97.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 8.5000 88.8333 22.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 15.8333 104.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 40.0000 80.0000 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 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2629 0.0000 119.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 3.5000 43.0000 73.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 92.6667 9.5000 0.6667 0.0000 16.0000 0.0000 None
2524 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 78.1667 0.6667 0.0000 30.0000 10.0000 0.0000 None
L575 5.1667 114.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 21.1667 95.0000 3.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 30.0000 90.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 59.8333 12.3333 0.0000 28.8333 17.8333 0.0000 None
1615 0.3333 22.3333 2.1667 1.6667 42.1667 0.0000 51.3333 0.0000 None
1614A 0.0000 58.0000 0.0000 27.6667 31.8333 2.1667 0.3333 0.0000 None
4514B 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.8333 0.3333 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 94.8333 25.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 111.6667 8.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 4.5000 107.1667 8.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 111.6667 8.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.3333 119.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 6.6667 113.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 96.3333 6.0000 0.0000 9.8333 6.6667 0.0000 None
0811 0.0000 9.5000 110.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 38.6667 45.3333 0.0000 24.3333 0.0000 11.6667 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 1.1667 78.1667 0.8333 0.0000 31.0000 8.8333 0.0000 None
5352o 0.8333 10.3333 108.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5352u 0.0000 1.1667 116.8333 0.0000 1.1667 0.0000 0.8333 0.0000 None
5238o 3.6667 22.6667 93.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5238u 0.0000 1.1667 109.6667 0.0000 0.0000 0.0000 9.1667 0.0000 None
3851o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851u 0.0000 1.1667 79.3333 0.0000 0.0000 0.0000 39.5000 0.0000 None
5148u 4.1667 0.6667 59.6667 0.0000 49.1667 0.0000 6.3333 0.0000 None
5049u 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4948u 1.1667 0.0000 74.5000 2.1667 21.3333 18.6667 2.1667 0.0000 None
4845o 0.0000 26.6667 93.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845u 0.0000 0.1667 119.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.6667 0.5000 91.0000 0.8333 0.0000 8.3333 18.6667 0.0000 None
4645o 0.0000 6.5000 113.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 70.6667 4.6667 0.0000 42.1667 1.3333 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 111.3333 0.0000 0.0000 0.0000 7.5000 0.0000 None
4038o 0.0000 7.5000 112.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4038u 0.0000 1.1667 75.3333 9.8333 0.0000 30.5000 3.1667 0.0000 None
3938o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3938u 0.3333 0.8333 81.5000 0.0000 0.0000 0.0000 37.3333 0.0000 None
3836o 0.0000 21.1667 98.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3836u 0.0000 1.1667 73.8333 0.1667 0.0000 43.5000 1.3333 0.0000 None
3635o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635u 0.0000 1.0000 75.5000 2.8333 0.0000 32.1667 8.5000 0.0000 None
3533u 0.5000 0.3333 80.0000 5.3333 0.0000 23.3333 10.5000 0.0000 None
2217o 0.5000 0.6667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 70.1667 17.5000 0.1667 0.0000 30.3333 0.0000 1.8333 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 117.3333 0.0000 0.0000 0.0000 1.6667 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 8.5000 20.3333 91.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.1667 51.6667 4.0000 2.8333 27.5000 32.8333 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 13.0000 107.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 94.8333 0.3333 0.0000 23.0000 0.6667 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 0.0000 0.0000 None
0504o 0.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.0000 1.1667 118.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 1.5000 2.6667 115.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.3333 0.8333 93.5000 0.0000 0.0000 0.0000 25.3333 0.0000 None
0302o 8.8333 9.3333 101.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 3.0000 93.6667 0.0000 21.6667 0.5000 0.0000 None
14b14ao 0.0000 3.3333 116.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14b14au 0.0000 0.0000 62.8333 9.0000 0.0000 47.3333 0.8333 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
5453 0.0000 0.0000 0.0000 0.0000
5047 0.0000 0.0000 22.8056 0.0000
4946 5.1667 5.1667 7.0833 0.0000
5114b 18.3333 18.3333 69.1736 0.0000
4440 40.8056 40.8056 77.8611 0.0000
4342 118.3333 118.3333 8.8611 0.0000
4241 0.1667 0.1667 117.5000 0.0000
3736 42.9653 42.9861 1.9014 0.0000
3534 94.7778 94.8056 0.7778 0.0000
3422 0.0000 0.0000 0.0000 0.0000
3130 32.8056 32.8333 68.8111 0.0000
3024 0.0000 0.7986 80.0625 0.0000
3036 2.1667 16.0556 0.0000 0.0000
2827 0.3333 1.8889 57.8333 0.0000
2726 107.5417 107.5417 0.0000 0.0000
2629 33.3194 33.6528 0.0000 0.0000
2930 33.1944 33.2500 0.0000 0.0000
2725 0.0000 0.0000 86.4167 0.0000
2524 5.3333 5.4097 84.4375 0.0000
2422 75.1250 76.8056 2.7153 0.0000
L575 24.3611 24.3611 0.0000 0.0000
2117 2.8333 20.4167 53.1667 0.0000
1714B 0.0000 16.6667 0.0000 0.0000
1716 75.3194 84.8333 45.4583 0.0000
1615 23.9167 58.8750 0.3333 0.0000
1614A 0.0000 10.0764 0.0000 0.0000
4514B 30.0278 30.1111 1.5556 0.0000
4515 57.3750 58.2500 10.3750 0.0000
1502 2.1389 2.5833 39.5694 0.0000
14A13 58.5000 61.2083 0.0000 0.0000
1312 72.3611 89.3056 0.2083 0.0000
1211 98.7778 107.0000 0.0000 0.0000
1103 30.1667 40.7361 1.5000 0.0000
0912 97.8889 97.8889 0.0000 0.0000
0908 92.3194 95.3611 0.0833 0.0000
0811 98.7222 98.7222 0.0000 0.0000
0804 78.0278 93.3611 0.0000 0.0000
0201 11.8072 19.3336 0.0000 0.0000
50b50 94.8611 94.8611 97.4722 0.0000
49b40 103.5833 103.8056 16.1667 0.0000
51b50 105.1111 105.1667 37.5278 0.0000
L610 67.3750 71.1944 1.5694 0.0000
5352o 7.5000 7.7222 99.3646 0.0000
5352u 4.2083 5.2917 64.7917 0.0000
5238o 103.5833 103.6111 0.0000 0.0000
5238u 70.6181 71.0417 73.3333 0.0000
3851o 0.0000 0.0000 0.0000 0.0000
3851u 62.7083 62.7083 56.4583 0.0000
5148u 0.0000 0.0000 46.0833 0.0000
5049u 13.3361 21.4722 107.8542 0.0000
4948u 68.6944 70.6250 8.1250 0.0000
4845o 108.2708 108.2917 0.0000 0.0000
4845u 49.9167 62.3750 68.2917 0.0000
4746o 0.0000 0.0000 0.0000 0.0000
4746u 52.8889 71.2500 71.6944 0.0000
4645o 97.6667 97.6667 0.0000 0.0000
4645u 70.8750 70.8750 0.0000 0.0000
4140o 0.0000 0.0000 94.6944 0.0000
4140u 80.3611 82.7917 76.2361 0.0000
4038o 94.2222 94.2222 0.0000 0.0000
4038u 64.7222 67.4861 17.4722 0.0000
3938o 106.1903 106.1903 1.5347 0.0000
3938u 66.9583 69.5000 8.4167 0.0000
3836o 106.7292 106.7292 0.0000 0.0000
3836u 36.3056 73.3889 60.3750 0.0000
3635o 0.0000 98.5278 0.0000 0.0000
3635u 0.5417 1.7500 73.7222 0.0000
3533u 65.0833 71.6806 73.6389 0.0000
2217o 81.9792 82.7292 76.1389 0.0000
2217u 0.0000 0.0000 6.5417 0.0000
2019o 0.0278 0.0278 96.9333 0.0000
2019u 62.1250 104.7222 111.6944 0.0000
1918o 95.3611 95.3611 0.0000 0.0000
1918u 87.3889 87.5139 88.1528 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 0.0000 80.7639 2.2917 0.0000
1009o 0.0000 0.0000 0.0000 0.0000
1009u 79.5104 95.8333 98.6667 0.0000
0706o 105.9167 105.9444 0.0000 0.0000
0706u 75.4444 93.1389 8.2500 0.0000
0604o 0.1111 0.1111 106.3889 0.0000
0604u 87.8403 90.8472 91.7222 0.0000
0504o 3.3730 3.4841 95.2381 0.0000
0504u 91.2778 91.5833 5.5556 0.0000
0403o 0.0000 0.0000 92.8333 0.0000
0403u 35.1667 77.8750 78.4861 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 2.8750 92.6250 0.0000 0.0000
14b14ao 100.0278 100.0278 0.0000 0.0000
14b14au 55.4583 60.1667 0.0000 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
5453 0.1301 0.4424 0.0564 0.0002 0.0991 0.0000 0.0017 0.2240 0.0001 0.0761 10.0822 0.0051 0.1300
5047 0.0264 0.0904 0.0264 0.0000 0.0026 0.0000 0.0000 0.0291 0.0000 0.0001 1.3688 0.0001 0.0030
4946 0.0805 0.2754 0.0805 0.0000 0.0738 0.0000 0.0001 0.2678 0.0001 0.0056 12.0531 0.0056 0.0273
5114b 0.0612 0.2094 0.0612 0.0000 0.0903 0.0000 0.0003 0.4311 0.0003 0.0161 21.5574 0.0161 0.0440
4440 0.0437 0.1743 0.0180 0.0097 0.1362 0.0000 0.2229 0.7812 0.0024 10.0299 35.1525 0.1088 0.2555
4342 0.0000 0.8699 0.0000 0.0000 0.1077 0.0000 0.0000 0.1238 0.0000 0.0000 2.9711 0.0000 0.0863
4241 0.0000 1.2749 0.0000 0.0000 0.2096 0.0000 0.0000 0.1644 0.0000 0.0000 3.9457 0.0000 0.0995
3736 0.0200 0.0891 0.0200 0.0019 0.1105 0.0019 0.0960 1.2392 0.0960 4.8006 61.9608 4.8006 0.2152
3534 0.0515 0.3805 0.0515 0.0000 0.9734 0.0000 0.0008 2.5582 0.0008 0.0230 70.3511 0.0230 0.1292
3422 0.0984 0.4626 0.0984 0.0002 0.6952 0.0002 0.0024 1.5028 0.0024 0.0941 60.1107 0.0941 0.1533
3130 0.0239 0.1123 0.0239 0.0000 0.1724 0.0000 0.0006 1.5355 0.0006 0.0331 84.4536 0.0331 0.0776
3036 0.0658 0.2462 0.0658 0.0194 0.4338 0.0194 0.2941 1.7618 0.2941 5.2930 31.7127 5.2930 0.2751
2827 0.0000 1.0142 0.0000 0.0000 0.1990 0.0000 0.0000 0.1962 0.0000 0.0000 9.8098 0.0000 0.0769
2726 0.0394 0.1608 0.0394 0.0001 0.3277 0.0001 0.0013 2.0383 0.0013 0.0132 20.3830 0.0132 0.1029
2629 0.0938 0.3436 0.0938 0.0015 0.3123 0.0015 0.0156 0.9089 0.0156 0.7004 40.8993 0.7004 0.1711
2930 0.1086 0.6152 0.1086 0.0029 0.6071 0.0029 0.0265 0.9868 0.0265 1.2740 47.3678 1.2740 0.1806
L575 0.0000 0.2631 0.0000 0.0000 0.3191 0.0000 0.0000 1.2129 0.0000 0.0000 72.7719 0.0000 0.1565
2117 0.0233 0.1233 0.0233 0.0000 0.1688 0.0000 0.0016 1.3690 0.0016 0.0163 13.6896 0.0163 0.1397
1714B 0.0996 0.4296 0.0995 0.0364 0.5706 0.0080 0.3650 1.3282 0.0801 10.2213 37.1897 2.2426 0.2222
4514B 0.0614 0.3191 0.0349 0.0206 0.2901 0.0005 0.3360 0.9090 0.0146 8.0639 21.8161 0.3514 0.1711
14A13 0.2278 0.4930 0.0000 0.0592 1.6396 0.0000 0.2599 3.3261 0.0000 2.5995 33.2608 0.0000 0.9739
1312 0.0821 0.4548 0.2347 0.0013 1.6794 0.0094 0.0153 3.6924 0.0402 0.2137 51.6940 0.5624 0.7013
1211 0.0000 0.2703 0.0000 0.0000 1.6636 0.0000 0.0000 6.1547 0.0000 0.0000 227.7254 0.0000 0.7667
1103 0.1686 0.3921 0.1527 0.1716 1.6616 0.0047 1.0179 4.2376 0.0305 35.6280 148.3149 1.0671 0.8403
0912 0.0032 0.0240 0.0032 0.0000 0.0360 0.0000 0.0012 1.5039 0.0012 0.0648 82.7155 0.0648 0.1535
0811 0.0197 0.1459 0.0197 0.0000 0.1312 0.0000 0.0004 0.8991 0.0004 0.0231 49.4525 0.0231 0.0917
0201 0.0956 1.2000 0.1064 0.0641 4.0210 0.0226 0.6704 3.3508 0.2129 6.7041 33.5085 2.1292 0.7988
50b50 0.0739 0.3474 0.0739 0.0000 0.0065 0.0000 0.0000 0.0187 0.0000 0.0000 0.1873 0.0000 The text continues on section 5.