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e20y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:34.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 8 line(s) and found 5 items(s) from your cfg file.
Input File : C:\XPS\eagill\existing.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=10.0 10.0000 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).... 70
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)........ 69
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 69
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).................... 44
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)............... 70
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)............ 70
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 TEWANTIN
EXISTING 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 82.8000 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 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
2 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N52#1 N52 38.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
4 N52#2 N52 38.000 .22400 9.00 3.000 0.020 0.045 0.000 0.000 0.00
5 N48#1 N48 32.000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
6 N48#2 N48 32.000 .19500 0.00 4.000 0.020 0.045 0.000 0.000 0.00
7 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
8 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
9 N42#1 N42 45.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
10 N42#2 N42 45.000 .28900 0.00 3.000 0.020 0.045 0.000 0.000 0.00
11 N50#1 N50 55.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
12 N50#2 N50 55.000 .30300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
13 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
14 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
15 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
16 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
17 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
18 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N38#1 N38 6.0000 .43000E-01100.00 3.500 0.020 0.045 0.000 0.000 0.00
20 N38#2 N38 35.000 .25000 0.00 3.500 0.020 0.045 0.000 0.000 0.00
21 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
22 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
23 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
24 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
25 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
26 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
27 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
28 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
29 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
30 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
31 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
32 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
33 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
34 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
35 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
36 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
37 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
38 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
39 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
40 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
41 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
42 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
43 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
44 N17#2 N17 18.000 .11000 10.00 2.000 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 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
50 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
51 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
52 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
53 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
54 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
55 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
56 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
57 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
58 N11#2 N11 70.000 .80200 8.00 3.000 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 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
62 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
63 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
64 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
65 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
66 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
67 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
68 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
69 N51#1 N51 30.000 .10000E-02100.00 3.800 0.020 0.045 0.000 0.000 0.00
70 N51#2 N51 30.000 .14300 0.00 3.800 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 N54#1 0.0010 2.0000 2.0000
2 N54#2 0.0010 2.0000 2.0000
3 N52#1 0.0010 2.0000 2.0000
4 N52#2 0.0010 2.0000 2.0000
5 N48#1 0.0010 2.0000 2.0000
6 N48#2 0.0010 2.0000 2.0000
7 N43#1 0.0010 2.0000 2.0000
8 N43#2 0.0010 2.0000 2.0000
9 N42#1 0.0010 2.0000 2.0000
10 N42#2 0.0010 2.0000 2.0000
11 N50#1 0.0010 2.0000 2.0000
12 N50#2 0.0010 2.0000 2.0000
13 N47#1 0.0010 2.0000 2.0000
14 N47#2 0.0010 2.0000 2.0000
15 N45#1 0.0010 2.0000 2.0000
16 N45#2 0.0010 2.0000 2.0000
17 N53#1 0.0010 2.0000 2.0000
18 N53#2 0.0010 2.0000 2.0000
19 N38#1 0.0010 2.0000 2.0000
20 N38#2 0.0010 2.0000 2.0000
21 N37#1 0.0010 2.0000 2.0000
22 N37#2 0.0010 2.0000 2.0000
23 N31#1 0.0010 2.0000 2.0000
24 N31#2 0.0010 2.0000 2.0000
25 N28#1 0.0010 2.0000 2.0000
26 N28#2 0.0010 2.0000 2.0000
27 N27#1 0.0010 2.0000 2.0000
28 N27#2 0.0010 2.0000 2.0000
29 N35#1 0.0010 2.0000 2.0000
30 N35#2 0.0010 2.0000 2.0000
31 N23#1 0.0010 2.0000 2.0000
32 N23#2 0.0010 2.0000 2.0000
33 N22#1 0.0010 2.0000 2.0000
34 N22#2 0.0010 2.0000 2.0000
35 N21#1 0.0010 2.0000 2.0000
36 N21#2 0.0010 2.0000 2.0000
37 N20#1 0.0010 2.0000 2.0000
38 N20#2 0.0010 2.0000 2.0000
39 N19#1 0.0010 2.0000 2.0000
40 N19#2 0.0010 2.0000 2.0000
41 N18#1 0.0010 2.0000 2.0000
42 N18#2 0.0010 2.0000 2.0000
43 N17#1 0.0010 2.0000 2.0000
44 N17#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 N7#1 0.0010 2.0000 2.0000
50 N7#2 0.0010 2.0000 2.0000
51 N6#1 0.0010 2.0000 2.0000
52 N6#2 0.0010 2.0000 2.0000
53 N5#1 0.0010 2.0000 2.0000
54 N5#2 0.0010 2.0000 2.0000
55 N4#1 0.0010 2.0000 2.0000
56 N4#2 0.0010 2.0000 2.0000
57 N11#1 0.0010 2.0000 2.0000
58 N11#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 N26#1 0.0010 2.0000 2.0000
62 N26#2 0.0010 2.0000 2.0000
63 N29#1 0.0010 2.0000 2.0000
64 N29#2 0.0010 2.0000 2.0000
65 N30#1 0.0010 2.0000 2.0000
66 N30#2 0.0010 2.0000 2.0000
67 N36#1 0.0010 2.0000 2.0000
68 N36#2 0.0010 2.0000 2.0000
69 N51#1 0.0010 2.0000 2.0000
70 N51#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 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N17#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 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N11#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 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N51#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N51#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 70
Total Tributary Area (hectares). 13.42
Impervious Area (hectares)...... 5.76
Pervious Area (hectares)........ 7.66
Total Width (hectares).......... 2029.70
Percent Imperviousness.......... 42.92
###################################################
# 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
N54 No Tributary Channel/Pipes
Tributary Subareas........ N54#1 N54#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N48 No Tributary Channel/Pipes
Tributary Subareas........ N48#1 N48#2
N43 No Tributary Channel/Pipes
Tributary Subareas........ N43#1 N43#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N50 No Tributary Channel/Pipes
Tributary Subareas........ N50#1 N50#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N53 No Tributary Channel/Pipes
Tributary Subareas........ N53#1 N53#2
N38 No Tributary Channel/Pipes
Tributary Subareas........ N38#1 N38#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
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
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
N10 No Tributary Channel/Pipes
Tributary Subareas........ N10#1 N10#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N7 No Tributary Channel/Pipes
Tributary Subareas........ N7#1 N7#2
N6 No Tributary Channel/Pipes
Tributary Subareas........ N6#1 N6#2
N5 No Tributary Channel/Pipes
Tributary Subareas........ N5#1 N5#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N26 No Tributary Channel/Pipes
Tributary Subareas........ N26#1 N26#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N51 No Tributary Channel/Pipes
Tributary Subareas........ N51#1 N51#2
***********************************************************
* Hydrographs will be stored for the following 35 INLETS *
***********************************************************
N54 N52 N48 N43 N42 N50
N47 N45 N53 N38 N37 N31
N28 N27 N35 N23 N22 N21
N20 N19 N18 N17 N10 N8
N7 N6 N5 N4 N11 N2
N26 N29 N30 N36 N51
************************************************
* 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
------------- ------- -------- ------------- ------- --------
N54#1 1920 540 N54#2 1876 540 N52#1 2424 540
N52#2 3944 1080 N48#1 2424 540 N48#2 1880 540
N43#1 1888 540 N43#2 1884 540 N42#1 2412 540
N42#2 1872 540 N50#1 2424 540 N50#2 1880 540
N47#1 1924 540 N47#2 3760 1080 N45#1 1924 540
N45#2 3768 1080 N53#1 1732 540 N53#2 1884 540
N38#1 1896 540 N38#2 1872 540 N37#1 1900 540
N37#2 3804 1080 N31#1 1900 540 N31#2 3808 1080
N28#1 1900 540 N28#2 3804 1080 N27#1 1892 540
N27#2 3752 1080 N35#1 1916 540 N35#2 1916 540
N23#1 1892 540 N23#2 3820 1080 N22#1 1892 540
N22#2 1884 540 N21#1 1888 540 N21#2 3800 1080
N20#1 1844 540 N20#2 1740 540 N19#1 1904 540
N19#2 3736 1080 N18#1 1884 540 N18#2 3764 1080
N17#1 1908 540 N17#2 3840 1080 N10#1 1896 540
N10#2 1872 540 N8#1 1896 540 N8#2 1860 540
N7#1 1892 540 N7#2 1860 540 N6#1 1876 540
N6#2 1800 540 N5#1 1896 540 N5#2 1872 540
N4#1 1892 540 N4#2 1860 540 N11#1 1808 540
N11#2 3780 1080 N2#1 1888 540 N2#2 3768 1080
N26#1 1888 540 N26#2 1844 540 N29#1 1904 540
N29#2 3776 1080 N30#1 1908 540 N30#2 3816 1080
N36#1 1900 540 N36#2 3804 1080 N51#1 2424 540
N51#2 1888 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 82.8000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.110928E+04 82.800
Total Infiltration 1.506806E+02 1.123
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.096164E+04 81.700
Total Water remaining in Surface Storage 3.647531E+00 0.027
Infiltration over the Pervious Area... 1.506806E+02 1.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.111597E+04 82.850
Total Precipitation + Initial Storage. 1.110928E+04 82.800
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............... -0.0603
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 1.096164E+04 81.700
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 1.095751E+04 81.669
Initial Storage + Inflow.................... 1.096164E+04 81.700
Final Storage + Outflow + Diverted GW....... 1.095751E+04 81.669
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0377
##################################################
# 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........... N54#1 N54#2 N52#1 N52#2 N48#1 N48#2
Area (hectares)........ 0.00100 0.21200 0.00100 0.22400 0.00100 0.19500
Percent Impervious..... 100.00000 0.00000 100.00000 9.00000 100.00000 0.00000
Total Rainfall (mm).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.85207 0.00000 80.85827 0.00000 80.85907
Total Losses (mm)...... 0.00000 1.92558 0.00000 1.92305 0.00000 1.92269
Remaining Depth (mm)... 0.00000 0.02235 0.00000 0.01868 0.00000 0.01823
Peak Runoff Rate (cms). 0.00000 0.12415 0.00000 0.12078 0.00000 0.11571
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.90794 0.00000 82.81796 82.93894 82.81739 0.00000
Peak Runoff Rate (cms). 0.00064 0.00000 0.00064 0.01291 0.00064 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.90794 0.00000 82.81796 82.93894 82.81739 0.00000
Peak Runoff Rate (cms). 0.00064 0.00002 0.00064 0.01291 0.00064 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) 82.90794 80.85207 82.81796 81.04553 82.81739 80.85907
Peak Runoff Rate (cms). 0.00064 0.12415 0.00064 0.13369 0.00064 0.11571
Unit Runoff (mm/hr).... 232.29755 212.58461 232.43569 216.64457 232.43569 215.40071
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 N50#1 N50#2
Area (hectares)........ 0.00100 0.20800 0.00100 0.28901 0.00100 0.30301
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.86320 0.00000 80.84889 0.00000 80.85695
Total Losses (mm)...... 0.00000 1.92076 0.00000 1.92675 0.00000 1.92362
Remaining Depth (mm)... 0.00000 0.01603 0.00000 0.02436 0.00000 0.01943
Peak Runoff Rate (cms). 0.00000 0.12436 0.00000 0.16822 0.00000 0.17909
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.83494 0.00000 82.82358 0.00000 82.83521 0.00000
Peak Runoff Rate (cms). 0.00061 0.00000 0.00064 0.00000 0.00064 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.83494 0.00000 82.82358 0.00000 82.83521 0.00000
Peak Runoff Rate (cms). 0.00061 0.00002 0.00064 0.00002 0.00064 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) 82.83494 80.86320 82.82358 80.84889 82.83521 80.85695
Peak Runoff Rate (cms). 0.00061 0.12436 0.00064 0.16822 0.00064 0.17909
Unit Runoff (mm/hr).... 220.64196 217.02759 232.43569 211.29456 233.16391 214.55496
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N47#1 N47#2 N45#1 N45#2 N53#1 N53#2
Area (hectares)........ 0.03600 0.33001 0.03300 0.30401 0.00100 0.23301
Percent Impervious..... 100.00000 18.00000 100.00000 18.00000 100.00000 0.00000
Total Rainfall (mm).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.81970 0.00000 80.82792 0.00000 80.86206
Total Losses (mm)...... 0.00000 1.93436 0.00000 1.93266 0.00000 1.92132
Remaining Depth (mm)... 0.00000 0.04594 0.00000 0.03941 0.00000 0.01663
Peak Runoff Rate (cms). 0.00000 0.14894 0.00000 0.13936 0.00000 0.13902
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.91924 82.89833 82.92340 82.90280 82.64930 0.00000
Peak Runoff Rate (cms). 0.02305 0.03798 0.02113 0.03500 0.00045 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.91924 82.89833 82.92340 82.90280 82.64930 0.00000
Peak Runoff Rate (cms). 0.02305 0.03798 0.02113 0.03500 0.00045 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 82.91924 81.19385 82.92340 81.20140 82.64930 80.86206
Peak Runoff Rate (cms). 0.02305 0.18692 0.02113 0.17436 0.00045 0.13902
Unit Runoff (mm/hr).... 232.39616 205.61247 232.41308 208.20441 162.80314 216.58050
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N38#1 N38#2 N37#1 N37#2 N31#1 N31#2
Area (hectares)........ 0.04300 0.25001 0.09000 0.13000 0.13200 0.19700
Percent Impervious..... 100.00000 0.00000 100.00000 30.00000 100.00000 30.00000
Total Rainfall (mm).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.84724 0.00000 80.86772 0.00000 80.86977
Total Losses (mm)...... 0.00000 1.92732 0.00000 1.91844 0.00000 1.91732
Remaining Depth (mm)... 0.00000 0.02544 0.00000 0.01384 0.00000 0.01292
Peak Runoff Rate (cms). 0.00000 0.14506 0.00000 0.05484 0.00000 0.08339
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.85217 0.00000 82.85624 82.90454 82.85621 82.90653
Peak Runoff Rate (cms). 0.02681 0.00000 0.05637 0.02495 0.08267 0.03782
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.85217 0.00000 82.85624 82.90454 82.85621 82.90653
Peak Runoff Rate (cms). 0.02681 0.00076 0.05637 0.02495 0.08267 0.03782
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) 82.85217 80.84724 82.85624 81.47877 82.85621 81.48080
Peak Runoff Rate (cms). 0.02681 0.14506 0.05637 0.07979 0.08267 0.12120
Unit Runoff (mm/hr).... 226.30465 210.62727 227.35722 222.79940 227.35000 223.33899
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 N35#1 N35#2
Area (hectares)........ 0.15200 0.22700 0.20900 0.46501 0.05000 0.02100
Percent Impervious..... 100.00000 25.00000 100.00000 35.00000 100.00000 0.00000
Total Rainfall (mm).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.86709 0.00000 80.83139 0.00000 80.93080
Total Losses (mm)...... 0.00000 1.91878 0.00000 1.93186 0.00000 1.86776
Remaining Depth (mm)... 0.00000 0.01413 0.00000 0.03675 0.00000 0.00144
Peak Runoff Rate (cms). 0.00000 0.10248 0.00000 0.17009 0.00000 0.01331
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.85657 82.91449 82.84049 82.86712 82.89632 0.00000
Peak Runoff Rate (cms). 0.09523 0.03633 0.12819 0.10292 0.03196 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.85657 82.91449 82.84049 82.86712 82.89632 0.00000
Peak Runoff Rate (cms). 0.09523 0.03633 0.12819 0.10292 0.03196 0.00091
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) 82.85657 81.37894 82.84049 81.54389 82.89632 80.93080
Peak Runoff Rate (cms). 0.09523 0.13881 0.12819 0.27301 0.03196 0.01331
Unit Runoff (mm/hr).... 227.43650 221.97874 222.64569 213.12917 232.04445 230.09190
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........... N23#1 N23#2 N22#1 N22#2 N21#1 N21#2
Area (hectares)........ 0.00100 0.59101 0.00100 0.21300 0.00100 0.33001
Percent Impervious..... 100.00000 55.00000 100.00000 0.00000 100.00000 55.00000
Total Rainfall (mm).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.89862 0.00000 80.86539 0.00000 80.87685
Total Losses (mm)...... 0.00000 1.89685 0.00000 1.91966 0.00000 1.91306
Remaining Depth (mm)... 0.00000 0.00453 0.00000 0.01494 0.00000 0.01009
Peak Runoff Rate (cms). 0.00000 0.16660 0.00000 0.12784 0.00000 0.09080
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.84586 82.89193 82.84120 0.00000 82.83494 82.86940
Peak Runoff Rate (cms). 0.00062 0.20764 0.00061 0.00000 0.00061 0.11495
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.84586 82.89193 82.84120 0.00000 82.83494 82.86940
Peak Runoff Rate (cms). 0.00062 0.20764 0.00061 0.00002 0.00061 0.11495
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) 82.84586 81.99494 82.84120 80.86539 82.83494 81.97275
Peak Runoff Rate (cms). 0.00062 0.37424 0.00061 0.12784 0.00061 0.20576
Unit Runoff (mm/hr).... 224.43751 229.86501 222.89122 217.87174 220.64196 226.33542
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N20#1 N20#2 N19#1 N19#2 N18#1 N18#2
Area (hectares)........ 0.72902 0.31301 0.12400 0.70702 0.09000 0.43001
Percent Impervious..... 100.00000 0.00000 100.00000 35.00000 100.00000 10.00000
Total Rainfall (mm).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.70035 0.00000 80.80860 0.00000 80.80971
Total Losses (mm)...... 0.00000 1.94538 0.00000 1.93626 0.00000 1.93609
Remaining Depth (mm)... 0.00000 0.15427 0.00000 0.05514 0.00000 0.05420
Peak Runoff Rate (cms). 0.00000 0.14187 0.00000 0.24777 0.00000 0.20908
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.78632 0.00000 82.86751 82.85605 82.82954 82.92185
Peak Runoff Rate (cms). 0.40493 0.00000 0.07844 0.15495 0.05419 0.02753
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.78632 0.00000 82.86751 82.85605 82.82954 82.92185
Peak Runoff Rate (cms). 0.40493 0.01147 0.07844 0.15495 0.05419 0.02753
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) 82.78632 80.70035 82.86751 81.52521 82.82954 81.02093
Peak Runoff Rate (cms). 0.40493 0.14187 0.07844 0.40273 0.05419 0.23661
Unit Runoff (mm/hr).... 201.63236 164.53754 229.61816 206.77695 218.57872 199.74855
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N17#1 N17#2 N10#1 N10#2 N8#1 N8#2
Area (hectares)........ 0.02700 0.11000 0.23001 0.11000 0.22000 0.10000
Percent Impervious..... 100.00000 10.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.84618 0.00000 80.84654 0.00000 80.83697
Total Losses (mm)...... 0.00000 1.92768 0.00000 1.92756 0.00000 1.93044
Remaining Depth (mm)... 0.00000 0.02614 0.00000 0.02590 0.00000 0.03259
Peak Runoff Rate (cms). 0.00000 0.05733 0.00000 0.06374 0.00000 0.05688
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.87120 82.93565 82.85220 0.00000 82.84702 0.00000
Peak Runoff Rate (cms). 0.01712 0.00704 0.14339 0.00000 0.13624 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.87120 82.93565 82.85220 0.00000 82.84702 0.00000
Peak Runoff Rate (cms). 0.01712 0.00704 0.14339 0.00406 0.13624 0.00386
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) 82.87120 81.05513 82.85220 80.84654 82.84702 80.83697
Peak Runoff Rate (cms). 0.01712 0.06437 0.14339 0.06374 0.13624 0.05688
Unit Runoff (mm/hr).... 230.16272 212.42264 226.31250 210.34399 224.80045 206.48959
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........... N7#1 N7#2 N6#1 N6#2 N5#1 N5#2
Area (hectares)........ 0.21000 0.09800 0.68701 0.29501 0.22500 0.10300
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.83802 0.00000 80.78475 0.00000 80.84349
Total Losses (mm)...... 0.00000 1.93015 0.00000 1.93937 0.00000 1.92854
Remaining Depth (mm)... 0.00000 0.03183 0.00000 0.07588 0.00000 0.02796
Peak Runoff Rate (cms). 0.00000 0.05586 0.00000 0.15245 0.00000 0.05933
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.84549 0.00000 82.81737 0.00000 82.84976 0.00000
Peak Runoff Rate (cms). 0.12977 0.00000 0.40451 0.00000 0.13985 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.84549 0.00000 82.81737 0.00000 82.84976 0.00000
Peak Runoff Rate (cms). 0.12977 0.00367 0.40451 0.01145 0.13985 0.00396
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) 82.84549 80.83802 82.81737 80.78475 82.84976 80.84349
Peak Runoff Rate (cms). 0.12977 0.05586 0.40451 0.15245 0.13985 0.05933
Unit Runoff (mm/hr).... 224.32011 206.90901 213.73932 187.58976 225.62410 209.10899
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........... N4#1 N4#2 N11#1 N11#2 N2#1 N2#2
Area (hectares)........ 0.45401 0.19400 0.00100 0.80202 0.00100 0.33001
Percent Impervious..... 100.00000 0.00000 100.00000 8.00000 100.00000 10.00000
Total Rainfall (mm).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.83658 0.00000 80.81412 0.00000 80.81954
Total Losses (mm)...... 0.00000 1.93055 0.00000 1.93536 0.00000 1.93439
Remaining Depth (mm)... 0.00000 0.03288 0.00000 0.05052 0.00000 0.04607
Peak Runoff Rate (cms). 0.00000 0.11027 0.00000 0.40189 0.00000 0.16342
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.84508 0.00000 82.75117 82.93186 82.83494 82.92590
Peak Runoff Rate (cms). 0.28039 0.00000 0.00052 0.04108 0.00061 0.02113
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.84508 0.00000 82.75117 82.93186 82.83494 82.92590
Peak Runoff Rate (cms). 0.28039 0.00794 0.00052 0.04108 0.00061 0.02113
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) 82.84508 80.83658 82.75117 80.98354 82.83494 81.03017
Peak Runoff Rate (cms). 0.28039 0.11027 0.00052 0.44297 0.00061 0.18455
Unit Runoff (mm/hr).... 224.18687 206.33442 189.51291 200.49926 220.64196 203.00501
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........... N26#1 N26#2 N29#1 N29#2 N30#1 N30#2
Area (hectares)........ 0.02300 0.03500 0.13200 0.50001 0.09200 0.14900
Percent Impervious..... 100.00000 0.00000 100.00000 42.00000 100.00000 27.00000
Total Rainfall (mm).... 82.80000 82.80000 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.81782 0.00000 80.84473 0.00000 80.87890
Total Losses (mm)...... 0.00000 1.93471 0.00000 1.92815 0.00000 1.91173
Remaining Depth (mm)... 0.00000 0.04747 0.00000 0.02712 0.00000 0.00937
Peak Runoff Rate (cms). 0.00000 0.01920 0.00000 0.16746 0.00000 0.06671
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.83513 0.00000 82.86499 82.86351 82.87062 82.92136
Peak Runoff Rate (cms). 0.01398 0.00000 0.08334 0.13243 0.05831 0.02576
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.83513 0.00000 82.86499 82.86351 82.87062 82.92136
Peak Runoff Rate (cms). 0.01398 0.00040 0.08334 0.13243 0.05831 0.02576
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) 82.83513 80.81782 82.86499 81.69262 82.87062 81.43037
Peak Runoff Rate (cms). 0.01398 0.01920 0.08334 0.29989 0.05831 0.09246
Unit Runoff (mm/hr).... 220.70980 199.09316 229.19354 217.72194 230.08241 225.26737
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 N51#1 N51#2
Area (hectares)........ 0.10500 0.17000 0.00100 0.14300
Percent Impervious..... 100.00000 27.00000 100.00000 0.00000
Total Rainfall (mm).... 82.80000 82.80000 82.80000 82.80000
Max Intensity (mm/hr).. 230.51520 230.51520 230.51520 230.51520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 80.86555 0.00000 80.86918
Total Losses (mm)...... 0.00000 1.91959 0.00000 1.91764
Remaining Depth (mm)... 0.00000 0.01487 0.00000 0.01317
Peak Runoff Rate (cms). 0.00000 0.07450 0.00000 0.08639
Total Impervious Area
---------------------
Total Runoff Depth (mm) 82.85734 82.90873 82.81626 0.00000
Peak Runoff Rate (cms). 0.06584 0.02937 0.00064 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 82.85734 82.90873 82.81626 0.00000
Peak Runoff Rate (cms). 0.06584 0.02937 0.00064 0.00002
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) 82.85734 81.41721 82.81626 80.86918
Peak Runoff Rate (cms). 0.06584 0.10388 0.00064 0.08639
Unit Runoff (mm/hr).... 227.61970 221.81144 232.43570 219.29351
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity See the original
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Full text of sections 2 to 4 (of 5)
Section 2
(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 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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150.000 = # # # # =
| # # # # |
| # # # # |
RAINFALL | # # # # |
| # # # # |
IN | # # # # |
| # ##### # |
MM/HR | # # |
| # # |
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100.000 = # ##### =
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50.000 = # ###### =
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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 TEWANTIN
EXISTING CASE - 1 YEAR -
*===========================================================*
| 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................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 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....
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 66.0 meters. Maximum Elevation : 8.59 meters.
Main Channel Length : 66.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 66.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 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 5114b
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
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 4342
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 55.0 meters. Maximum Elevation : 8.19 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 7.62 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 15.0 Max Topwidth : 39.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 4.02E+01 m
" " : 0.045 Beyond Station 25.0 Max left bank area : 2.83 m^2
Max right bank area : 2.83 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
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) : 6.0 Channel sequence number : 6
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 : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.90 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.06E+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 : 3.92 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
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
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Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
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) : 9.0 Channel sequence number : 9
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
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Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
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) : 11.0 Channel sequence number : 11
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) : 12.0 Channel sequence number : 12
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) : 13.0 Channel sequence number : 13
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) : 14.0 Channel sequence number : 14
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
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Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
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) : 16.0 Channel sequence number : 16
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) : 17.0 Channel sequence number : 17
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) : 18.0 Channel sequence number : 18
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) : 19.0 Channel sequence number : 19
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) : 20.0 Channel sequence number : 20
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) : 21.0 Channel sequence number : 21
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) : 22.0 Channel sequence number : 22
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) : 23.0 Channel sequence number : 23
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) : 24.0 Channel sequence number : 24
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 5248
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 5.72 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 10.0 Max Topwidth : 29.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.02E+01 m
" " : 0.045 Beyond Station 20.0 Max left bank area : 1.88 m^2
Max right bank area : 1.88 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4845
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
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 4250
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 9.52 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 20.0 Max Topwidth : 49.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 5.02E+01 m
" " : 0.045 Beyond Station 30.0 Max left bank area : 3.78 m^2
Max right bank area : 3.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5338
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 78.0 meters. Maximum Elevation : 7.69 meters.
Main Channel Length : 78.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 78.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3851
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 42.0 meters. Maximum Elevation : 5.69 meters.
Main Channel Length : 42.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 42.0 meters. Maximum Section Area : 3.82 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 5.0 Max Topwidth : 19.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.02E+01 m
" " : 0.045 Beyond Station 15.0 Max left bank area : 0.93 m^2
Max right bank area : 0.93 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
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) : 31.0 Channel sequence number : 31
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 3836o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
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) : 33.0 Channel sequence number : 33
Left Overbank Length : 20.0 meters. Maximum Elevation : 6.17 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 14.87 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.86 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 5.01 m^2
Max right bank area : 5.55 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.30 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
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) : 35.0 Channel sequence number : 35
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) : 36.0 Channel sequence number : 36
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) : 37.0 Channel sequence number : 37
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) : 38.0 Channel sequence number : 38
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) : 39.0 Channel sequence number : 39
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) : 40.0 Channel sequence number : 40
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) : 41.0 Channel sequence number : 41
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) : 42.0 Channel sequence number : 42
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) : 43.0 Channel sequence number : 43
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 14a14bo
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
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 66.0000 Natural 6.6692 0.0450 34.8760 0.2000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 4342 55.0000 Natural 7.6192 0.0450 39.8760 0.2000
5 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
6 3534 10.0000 Natural 3.9400 0.0350 9.9000 0.4000
7 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
8 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
9 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
10 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
11 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
12 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
13 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
14 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
15 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
16 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
17 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
18 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
19 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
20 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
21 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
22 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
23 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
24 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
25 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
26 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
27 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
28 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
29 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
30 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
31 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
32 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
33 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
34 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
35 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
36 5248 58.0000 Natural 5.7192 0.0450 29.8760 0.2000
37 4845 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
38 4250 58.0000 Natural 9.5192 0.0450 49.8760 0.2000
39 5338 78.0000 Natural 6.6692 0.0450 34.8760 0.2000
40 3851 42.0000 Natural 3.8192 0.0450 19.8760 0.2000
41 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
42 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
43 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
44 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
45 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
46 3635o 20.0000 Natural 14.8725 0.0350 41.8623 0.4000
47 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
48 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
49 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
50 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
51 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
52 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
53 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
54 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
55 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
56 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
57 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
58 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
59 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
60 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
61 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
62 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
63 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
64 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
65 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
66 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
67 14a14bo 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
68 14a14bu 10.0000 Circular 0.0707 0.0130 0.3000 0.3000
Total length of all conduits .... 2717.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5453 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4342 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
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
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
5248 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4250 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5338 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851 1.0000 0.0000 0.0000 0.0000 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
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
14a14bu 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 0.10
5047 0.15
5114b 0.14
4342 0.12
3736 0.17
3534 0.99
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)
5248 0.12
4845 0.12
4250 0.12
5338 0.09
3851 0.16
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
3836o 0.19
3635o 0.47
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)
14a14bo 0.98
14a14bu 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.2518E+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 9.1000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.7000 8.5000 0.0000 0.0000 100.0000
3 N52 10.0000 7.2000 7.0000 0.0000 0.0000 100.0000
4 N38 10.0000 6.4000 5.0000 0.0000 0.0000 100.0000
5 N51 10.0000 5.0000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
7 N50 10.0000 5.9000 4.7000 0.0000 0.0000 100.0000
8 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
9 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
10 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
11 N43 10.0000 9.4000 9.2000 0.0000 0.0000 100.0000
12 N42 10.0000 7.5000 7.3000 0.0000 0.0000 100.0000
13 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
14 N36 10.0000 6.1700 4.4700 0.0000 0.0000 100.0000
15 N35 10.0000 5.6000 3.2000 0.0000 0.0000 100.0000
16 N34 10.0000 4.5000 4.1000 0.0000 0.0000 100.0000
17 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
18 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
19 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
20 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
21 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
22 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
23 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
24 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
25 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
26 N22 10.0000 3.9000 1.8600 0.0000 0.0000 100.0000
27 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
28 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
29 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
30 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
31 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
32 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
33 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
34 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
35 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
36 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
37 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
38 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
39 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
40 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
41 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
42 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
43 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
44 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
45 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
46 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
47 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
48 N1 10.0000 2.9300 0.9300 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 -160933.7350 21464.0650 No Ponding Normal 0 0.0000
2 N53 -161132.8250 14803.0350 No Ponding Normal 0 0.0000
3 N52 -168049.5300 21557.1050 No Ponding Normal 0 0.0000
4 N38 -171342.0350 13776.1850 No Ponding Normal 0 0.0000
5 N51 -183391.7200 13671.2150 No Ponding Normal 0 0.0000
6 N48 -176025.4150 19815.8450 No Ponding Normal 0 0.0000
7 N50 -177291.3350 28776.7250 No Ponding Normal 0 0.0000
8 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
9 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
10 N45 -183781.4150 18191.7850 No Ponding Normal 0 0.0000
11 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
12 N42 -168854.7100 30176.4750 No Ponding Normal 0 0.0000
13 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
14 N36 -171002.6100 8477.4020 No Ponding Normal 0 0.0000
15 N35 -176413.7050 7885.9300 No Ponding Normal 0 0.0000
16 N34 -180869.7350 7741.9235 No Ponding Normal 0 0.0000
17 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
18 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
19 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
20 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
21 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
22 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
23 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
24 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
25 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
26 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
27 N21 -185150.2150 10420.6175 No Ponding Normal 0 0.0000
28 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
29 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
30 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
31 N17 -189367.5450 11390.8700 No Ponding Normal 0 0.0000
32 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
33 N15 -194635.3350 18302.1200 No Ponding Normal 0 0.0000
34 N14B -191784.3100 13315.6200 No Ponding Normal 0 0.0000
35 N14A -195516.3200 13900.7250 No Ponding Normal 0 0.0000
36 N13 -199544.1450 14155.5750 No Ponding Normal 0 0.0000
37 N12 -202640.9100 14379.8100 No Ponding Normal 0 0.0000
38 N11 -207024.4300 14873.4250 No Ponding Normal 0 0.0000
39 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
40 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
41 N8 -207636.5450 6126.5595 No Ponding Normal 0 0.0000
42 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
43 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
44 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
45 N4 -211049.3300 11314.7800 No Ponding Normal 0 0.0000
46 N3 -210711.3350 16862.2550 No Ponding Normal 0 0.0000
47 N2 -213577.0250 20559.9200 No Ponding Normal 0 0.0000
48 N1 -214633.7250 25034.5200 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 N52 8.9000 7.0000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 5114b N51 N14B 4.8000 3.0000 No Design
4 4342 N43 N42 9.2000 7.3000 No Design
5 3736 N37 N30 7.0000 5.5200 No Design
6 3534 N35 N34 4.2000 4.1000 No Design
7 3422 N34 N22 4.1000 3.4000 No Design
8 3130 N31 N30 7.5000 5.7000 No Design
9 3024 N30 N24 4.2000 2.8600 No Design
10 3036 N30 N36 5.6200 5.5200 No Design
11 2827 N28 N27 8.3000 6.7000 No Design
12 2726 N27 N26 6.7000 6.5000 No Design
13 2629 N26 N29 6.5000 6.4000 No Design
14 2930 N29 N30 6.4000 5.6200 No Design
15 2725 N27 N25 5.3500 4.8700 No Design
16 2524 N25 N24 4.8700 2.8600 No Design
17 2422 N24 N22 2.5900 1.8600 No Design
18 L575 N23 N22 4.7000 3.4000 No Design
19 2117 N21 N17 3.0000 2.9500 No Design
20 1714B N17 N14B 2.8500 2.8000 No Design
21 1716 N17 N16 1.7500 1.3500 No Design
22 1615 N16 N15 1.3400 1.2100 No Design
23 1614A N16 N14A 1.6500 1.6000 No Design
24 4514B N45 N14B 3.5000 2.8500 No Design
25 4515 N45 N15 2.5000 1.2100 No Design
26 1502 N15 N2 1.2100 1.0500 No Design
27 14A13 N13 N14A 1.8600 1.6000 No Design
28 1312 N13 N12 1.8600 1.6800 No Design
29 1211 N12 N11 1.6800 1.3400 No Design
30 1103 N11 N3 1.3400 1.1000 No Design
31 0912 N9 N12 3.5000 2.0000 No Design
32 0908 N9 N8 2.5000 2.0000 No Design
33 0811 N8 N11 3.0000 2.0000 No Design
34 0804 N8 N4 2.0000 1.7000 No Design
35 0201 N2 N1 1.0500 0.9300 No Design
36 5248 N52 N48 7.0000 4.8000 No Design
37 4845 N48 N45 4.6000 3.5000 No Design
38 4250 N42 N50 7.3000 5.7000 No Design
39 5338 N53 N38 8.5000 6.0000 No Design
40 3851 N38 N51 6.1500 4.8000 No Design
41 4746o N47 N46 4.6000 4.0000 No Design
42 4746u N47 N46 3.6000 3.0000 No Design
43 4645o N46 N45 4.0000 3.5000 No Design
44 4645u N46 N45 3.0000 2.5000 No Design
45 3836o N38 N36 6.0000 5.5200 No Design
46 3635o N36 N35 5.7700 5.2000 No Design
47 2217o N22 N17 3.4000 2.9500 No Design
48 2217u N22 N17 1.8600 1.7500 No Design
49 2019o N20 N19 7.0000 6.0000 No Design
50 2019u N20 N19 6.0000 4.5000 No Design
51 1918o N19 N18 6.0000 3.0000 No Design
52 1918u N19 N18 4.5000 1.9000 No Design
53 1817o N18 N17 3.0000 2.9500 No Design
54 1817u N18 N17 1.9000 1.7500 No Design
55 1009o N10 N9 4.6000 3.5000 No Design
56 1009u N10 N9 3.6000 2.5000 No Design
57 0706o N7 N6 5.0000 4.5000 No Design
58 0706u N7 N6 4.0000 3.5000 No Design
59 0604o N6 N4 4.5000 2.8000 No Design
60 0604u N6 N4 3.5000 1.7000 No Design
61 0504o N5 N4 4.3000 2.8000 No Design
62 0504u N5 N4 3.3000 1.7000 No Design
63 0403o N4 N3 2.8000 2.0000 No Design
64 0403u N4 N3 1.7000 1.1000 No Design
65 0302o N3 N2 1.8200 1.8100 No Design
66 0302u N3 N2 1.1000 1.0500 No Design
67 14a14bo N14B N14A 2.9900 2.5000 No Design
68 14a14bu 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 TEWANTIN
EXISTING CASE
Title from immediately preceding computational layer
EAGLE DRIVE TEWANTIN
EXISTING 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.................... 35
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.15
#################################################
# Element numbers of interface inlet locations: #
#################################################
N54 N52 N48 N43 N42 N50 N47
N45 N53 N38 N37 N31 N28 N27
N35 N23 N22 N21 N20 N19 N18
N17 N10 N8 N7 N6 N5 N4
N11 N2 N26 N29 N30 N36 N51
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file Section 3
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 8.2971 0.0288
5047 2.8812 0.0234
5114b 3.5733 0.0360
4342 10.3858 0.0345
3736 14.9983 0.0296
3534 5.8173 0.0100
3422 6.0122 0.0175
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
5248 8.1651 0.0379
4845 2.5500 0.0183
4250 11.5986 0.0276
5338 8.7547 0.0321
3851 5.0145 0.0321
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
3836o 9.9729 0.0120
3635o 35.6736 0.0285
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
14a14bo 75.9084 0.0490
14a14bu 0.1368 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 8.50 N52/ 0.00 / 7.00
N38/ 0.00 / 5.00 N51/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50/ 0.00 / 4.70 N47/ 0.00 / 3.60 N46/ 0.00 / 3.00
N45/ 0.00 / 2.50 N43/ 0.00 / 9.20 N42/ 0.00 / 7.30
N37/ 0.00 / 7.00 N36/ 0.00 / 4.47 N35/ 0.00 / 3.20
N34/ 0.00 / 4.10 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
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 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 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 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
14a14bo/ 0.00 14a14bu/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 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 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 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
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 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 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 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
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 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 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 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
14a14bo/ 0.00 14a14bu/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.00/ 7.00 5047/ 3.60/ 3.60 5114b/ 1.80/ 1.80
4342/ 7.30/ 7.30 3736/ 4.20/ 4.20 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 5248/ 3.60/ 3.60
4845/ 2.50/ 2.50 4250/ 4.70/ 4.70 5338/ 5.00/ 5.00
3851/ 3.80/ 3.80 4746o/ 3.00/ 3.00 4746u/ 3.00/ 3.00
4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50 3836o/ 4.47/ 4.47
3635o/ 3.20/ 3.20 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
14a14bo/ 1.65/ 1.65 14a14bu/ 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 115.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.8763 7.1907 5.0000
N51 3.1083 7.7706 30.0000
N48 2.8782 7.1955 40.0000
N50 2.7940 6.9851 55.0000
N47 1.2388 3.0971 530.0000
N46 1.3566 3.3915 17600.0000
N45 1.1468 2.8670 15.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 2.4325 6.0812 25.0000
N35 3.7175 9.2939 0.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 0.4126 1.0316 170.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 1.5547 3.8868 65.0000
N26 48.4284 50.0000 0.0000
N25 2.3367 5.8418 5.0000
N24 0.4823 1.2057 25.0000
N23 29.7182 50.0000 0.0000
N22 0.2010 0.5026 45.0000
N21 2.1883 5.4709 105.0000
N20 0.7364 1.8411 190.0000
N19 0.3601 0.9003 305.0000
N18 1.6391 4.0978 245.0000
N17 1.0989 2.7471 0.0000
N16 1.6287 4.0718 30.0000
N15 8.7487 21.8716 0.0000
N14B 0.8362 2.0904 645.0000
N14A 11.8735 29.6837 0.0000
N13 35.1549 50.0000 0.0000
N12 22.6816 50.0000 0.0000
N11 45.7660 50.0000 0.0000
N10 1.2728 3.1821 185.0000
N9 2.2315 5.5788 505.0000
N8 1.3373 3.3432 15.0000
N7 1.1885 2.9712 375.0000
N6 1.4335 3.5838 15.0000
N5 1.9063 4.7657 260.0000
N4 3.5373 8.8434 0.0000
N3 31.1458 50.0000 0.0000
N2 20.5388 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N46
*==========================================================*
| 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 50.0000 50.0000 50.0000 6.3333 0.0007 0.0274 Normal Soln
5047 34.7539 34.7539 50.0000 0.0000 0.0230 0.2751 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.1143 0.0905 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0007 0.0228 Normal Soln
3736 36.2237 36.2237 50.0000 0.0000 0.0018 0.0202 Normal Soln
3534 5.1326 5.1326 12.9296 0.0000 0.0106 0.3728 Normal Soln
3422 20.8001 20.8001 50.0000 0.0000 0.0129 0.3550 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0035 0.0356 Normal Soln
3024 7.3724 7.3724 17.2591 0.0000 -0.0256 2.3017 Normal Soln
3036 11.8590 11.8590 50.0000 0.0000 -0.0103 0.4191 Normal Soln
2827 29.8165 29.8165 47.8327 0.0000 0.0016 0.0330 Normal Soln
2726 8.0808 8.0808 40.9729 0.0000 0.0090 0.0573 Normal Soln
2629 33.1095 33.1095 50.0000 0.0000 0.0022 0.3316 Normal Soln
2930 29.1297 29.1297 50.0000 0.0000 -0.0042 0.1296 Normal Soln
2725 4.9345 4.9345 12.3576 0.0000 0.0062 2.3987 Normal Soln
2524 14.5174 14.5174 32.6628 0.0000 -0.0043 2.0010 Normal Soln
2422 6.3035 6.3035 17.0240 0.0000 0.0306 2.0185 Normal Soln
L575 45.8529 45.8529 50.0000 0.0000 -0.0044 0.2068 Normal Soln
2117 7.6589 7.6589 23.9507 0.0000 0.0033 0.0654 Normal Soln
1714B 17.9998 17.9998 50.0000 0.0000 0.0106 0.4317 Normal Soln
1716 4.6209 4.6209 12.6564 0.0000 -0.0236 1.5135 Normal Soln
1615 3.9161 3.9161 9.8675 0.0000 -0.0076 3.5468 Normal Soln
1614A 1.7711 1.7711 5.2384 32.3333 -0.0161 3.4104 Normal Soln
4514B 14.5815 14.5815 24.1840 0.0000 0.0193 0.0701 Normal Soln
4515 5.6741 5.6741 12.8396 0.0000 0.0044 2.1378 Normal Soln
1502 15.1499 15.1499 33.5180 0.0000 0.0126 4.7096 Normal Soln
14A13 4.0169 4.0169 18.2854 0.0000 -0.0142 0.3250 Normal Soln
1312 6.2383 6.2383 27.2870 0.0000 0.0144 0.3396 Normal Soln
1211 15.3791 15.3791 50.0000 0.0000 0.0123 0.2283 Normal Soln
1103 15.6828 15.6828 50.0000 0.0000 0.0102 0.1543 Normal Soln
0912 28.7642 28.7642 50.0000 0.0000 -0.0014 0.0156 Normal Soln
0908 11.4103 11.4103 41.6378 0.0000 0.0027 2.2445 Normal Soln
0811 33.3794 33.3794 50.0000 0.0000 0.0028 0.0568 Normal Soln
0804 10.7798 10.7798 33.2133 0.0000 0.0051 2.9309 Normal Soln
0201 3.0584 3.0584 7.3203 300.8333 -0.1841 0.1054 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0010 0.0574 Normal Soln
4845 46.7815 46.7815 50.0000 0.0000 0.0019 0.2309 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0264 0.0481 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0008 0.0287 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 15.1208 15.1208 26.2839 0.0000 -0.0033 0.0379 Normal Soln
4746u 5.3182 5.3182 17.3114 0.0000 0.0032 1.8053 Normal Soln
4645o 24.6232 24.6232 50.0000 0.0000 0.0027 0.0417 Normal Soln
4645u 6.9939 6.9939 23.9337 0.0000 0.0058 2.7280 Normal Soln
3836o 31.0923 31.0923 50.0000 0.0000 0.0013 0.0396 Normal Soln
3635o 16.2180 16.2180 34.0814 0.0000 0.0138 0.0589 Normal Soln
2217o 18.2324 18.2324 33.7629 0.0000 0.0086 0.1233 Normal Soln
2217u 5.5560 5.5560 15.6206 0.0000 -0.0390 3.9712 Normal Soln
2019o 23.4385 23.4385 38.8804 0.0000 -0.0061 0.0392 Normal Soln
2019u 5.1533 5.1533 11.5206 0.0000 0.0146 1.6446 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0020 0.0057 Normal Soln
1918u 16.0128 16.0128 36.9878 0.0000 0.0155 2.0408 Normal Soln
1817o 14.6690 14.6690 38.3009 0.0000 -0.0051 0.1717 Normal Soln
1817u 4.0181 4.0181 10.1648 0.0000 -0.0204 3.8046 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 -0.0012 0.0042 Normal Soln
1009u 10.3994 10.3994 30.1039 0.0000 0.0023 1.9059 Normal Soln
0706o 31.0162 31.0162 50.0000 0.0000 -0.0018 0.0313 Normal Soln
0706u 6.7927 6.7927 24.4949 0.0000 0.0025 1.8660 Normal Soln
0604o 32.0242 32.0242 50.0000 0.0000 -0.0052 0.0926 Normal Soln
0604u 9.6830 9.6830 20.7713 0.0000 0.0051 2.2650 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0063 0.0165 Normal Soln
0504u 12.4481 12.4481 34.4234 0.0000 0.0030 2.1927 Normal Soln
0403o 16.3059 16.3059 35.6444 0.0000 0.0034 0.0544 Normal Soln
0403u 3.3816 3.3816 7.6191 0.0000 -0.0219 1.2471 Normal Soln
0302o 6.0692 6.0692 16.4456 0.0000 -0.0103 1.1996 Normal Soln
0302u 2.7271 2.7271 11.9067 0.0000 -0.0088 0.6504 Normal Soln
14a14bo 6.7634 6.7634 25.8873 0.0000 0.0170 0.0499 Normal Soln
14a14bu 1.9084 1.9084 5.2523 20.5000 0.0179 2.9597 Normal Soln
The conduit with the smallest time step limitation was..0201
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................0201
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.00 / 6.00/ N51/ 1.00 / 4.80/ N48/ 1.00 / 4.60/
N50/ 1.00 / 5.70/ N47/ 0.00 / 3.60/ N46/ 0.00 / 3.00/
N45/ 0.00 / 2.50/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.15 / 5.62/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.01 / 4.21/
N29/ 0.00 / 6.40/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.02 / 1.88/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.02 / 1.36/ N15/ 0.03 / 1.24/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ 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/ 0.02 / 1.07/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 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 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 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*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.01 / 5047/ 0.01 / 5114b/ 0.01 /
4342/ 0.01 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.47 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.16 /
2524/ 0.19 / 2422/ 0.28 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.36 /
1615/ 0.20 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.22 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.07 / 0201/ 0.10 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.17 /
4645o/ 0.00 / 4645u/ 0.11 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.22 /
2019o/ 0.00 / 2019u/ 0.31 / 1918o/ 0.00 /
1918u/ 0.21 / 1817o/ 0.00 / 1817u/ 0.16 /
1009o/ 0.00 / 1009u/ 0.10 / 0706o/ 0.00 /
0706u/ 0.06 / 0604o/ 0.00 / 0604u/ 0.23 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.38 / 5047/ 0.24 / 5114b/ 0.06 /
4342/ 0.27 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.06 / 3024/ 0.18 /
3036/ 3.24 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.48 / 2930/ 0.21 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.03 / 1714B/ 1.66 / 1716/ 0.41 /
1615/ 0.30 / 1614A/ 0.33 / 4514B/ 0.07 /
4515/ 0.15 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.10 /
0912/ 0.13 / 0908/ 0.15 / 0811/ 0.03 /
0804/ 0.18 / 0201/ 0.28 / 5248/ 0.32 /
4845/ 0.23 / 4250/ 0.36 / 5338/ 1.91 /
3851/ 0.03 / 4746o/ 0.03 / 4746u/ 0.12 /
4645o/ 0.04 / 4645u/ 0.12 / 3836o/ 3.29 /
3635o/ 0.01 / 2217o/ 0.14 / 2217u/ 0.29 /
2019o/ 0.12 / 2019u/ 0.18 / 1918o/ 0.14 /
1918u/ 0.24 / 1817o/ 0.20 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.07 /
0706u/ 0.12 / 0604o/ 0.12 / 0604u/ 0.15 /
0504o/ 0.07 / 0504u/ 0.12 / 0403o/ 0.17 /
0403u/ 0.29 / 0302o/ 0.27 / 0302u/ 1.50 /
14a14bo/ 0.02 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.00 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.00 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.29 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.02 / N15/ 0.03 /
N14B/ 1.20 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.01 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.01 /
N3/ 0.00 / N2/ 0.02 / N1/ 0.00 /
Junction/ Freeboard
N54/ 1.10 / N53/ 1.50 / N52/ 3.00 /
N38/ 4.00 / N51/ 5.20 / N48/ 5.40 /
N50/ 4.30 / N47/ 6.40 / N46/ 7.00 /
N45/ 7.50 / N43/ 0.80 / N42/ 2.70 /
N37/ 3.00 / N36/ 4.38 / N35/ 5.80 /
N34/ 5.90 / N31/ 2.50 / N30/ 5.79 /
N29/ 3.60 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.40 /
N23/ 5.30 / N22/ 8.12 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.64 / N15/ 8.76 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.93 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.03 /
N38/ 1.09 / N51/ 1.02 / N48/ 1.05 /
N50/ 1.06 / N47/ 1.10 / N46/ 1.11 /
N45/ 1.15 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.07 / N36/ 1.39 / N35/ 1.14 /
N34/ 0.14 / N31/ 0.02 / N30/ 1.66 /
N29/ 0.14 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.22 / N25/ 0.83 / N24/ 1.59 /
N23/ 0.13 / N22/ 1.76 / N21/ 1.13 /
N20/ 1.03 / N19/ 1.55 / N18/ 1.32 /
N17/ 1.38 / N16/ 1.80 / N15/ 1.24 /
N14B/ 1.31 / N14A/ 1.23 / N13/ 0.80 /
N12/ 0.79 / N11/ 0.95 / N10/ 1.01 /
N9/ 1.02 / N8/ 1.05 / N7/ 1.03 /
N6/ 1.06 / N5/ 1.02 / N4/ 1.15 /
N3/ 0.88 / N2/ 0.88 / N1/ 0.88 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 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 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.16 / 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/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.16 /
3635o/ 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/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Final Volume
5453/ 0.10 / 5047/ 0.09 / 5114b/ 0.02 /
4342/ 0.06 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.06 /
3036/ 2.93 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.17 / 2930/ 0.08 / 2725/ 0.01 /
2524/ 0.01 / 2422/ 0.09 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.08 /
1615/ 0.13 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.06 / 1502/ 0.47 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.19 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.15 / 5248/ 0.08 /
4845/ 0.11 / 4250/ 0.08 / 5338/ 0.60 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.52 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.11 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.09 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.02 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.33 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.02 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 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/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 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/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.21/ 2.87/
3036/ 5.62/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.40 2930/ 6.40/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.88 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.36/
1615/ 1.36/ 1.24 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.24 1502/ 1.24/ 1.07 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.07/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.00/
3851/ 6.00/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.00/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.88/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.07/ 1.07 0302u/ 1.10/ 1.07/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 7956
Total number of time steps during simulation.... 5833
Ratio of actual # of time steps / NTCYC......... 1.350
Average number of iterations per time step...... 1.364
Average time step size(seconds)................ 3.703
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.512
Average minimum implicit time step (sec)........ 1.537
Average minimum junction time step (sec)........ 1.537
Average Courant Factor Tf....................... 1.537
Number of times omega reduced................... 63
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N54 0 1.06 6201 0 5 0 0 0
N53 0 1.07 6243 0 4 0 0 0
N52 0 1.18 6884 0 8 0 0 0
N38 0 1.13 6569 0 7 0 0 0
N51 0 1.05 6109 1 9 0 0 0
N48 0 1.15 6720 1 21 1 0 0
N50 0 1.21 7058 1 32 2 1 0
N47 0 1.35 7889 0 8 0 0 0
N46 0 1.37 7995 1 8 0 0 0
N45 0 1.52 8873 3 14 1 0 0
N43 0 1.08 6295 0 5 0 0 0
N42 0 1.16 6740 0 7 0 0 0
N37 0 1.09 6370 0 6 0 0 0
N36 0 1.57 9186 0 11 3 0 0
N35 0 1.40 8170 0 8 0 0 0
N34 0 1.34 7823 0 16 1 0 0
N31 0 1.16 6745 0 13 1 0 0
N30 0 1.61 9378 2 20 3 0 0
N29 0 1.34 7823 0 7 0 0 0
N28 0 1.12 6532 1 7 0 0 0
N27 0 1.44 8409 2 28 2 1 0
N26 0 1.32 7684 1 9 0 0 0
N25 0 1.19 6955 0 6 0 0 0
N24 0 1.35 7872 1 15 1 0 0
N23 0 1.22 7140 0 8 0 0 0
N22 0 1.59 9288 13 18 1 0 0
N21 0 1.32 7725 1 19 1 0 0
N20 0 1.29 7511 3 20 1 0 0
N19 0 1.39 8124 0 15 2 0 0
N18 0 1.51 8797 0 9 0 0 0
N17 0 1.94 11298 4 12 2 0 0
N16 0 1.57 9136 1 13 4 0 0
N15 0 1.31 7619 0 7 0 0 0
N14B 0 1.86 10874 2 25 1 1 0
N14A 0 1.66 9693 3 16 5 0 0
N13 0 1.58 9189 0 10 1 0 0
N12 0 1.47 8578 0 24 1 0 0
N11 0 1.53 8907 0 7 0 0 0
N10 0 1.14 6669 0 10 1 0 0
N9 0 1.25 7312 1 9 0 0 0
N8 0 1.30 7588 0 6 0 0 0
N7 0 1.17 6831 0 13 2 0 0
N6 0 1.41 8248 1 11 1 0 0
N5 0 1.16 6753 0 22 1 0 0
N4 0 1.59 9286 4 15 4 0 0
N3 0 1.94 11309 3 17 3 0 0
N2 0 1.77 10304 1 9 0 0 0
N1 0 1.58 9244 12 31 12 1 0
Total number of iterations for all junctions.. 383946
Minimum number of possible iterations......... 279984
Efficiency of the simulation.................. 1.37
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N54 10.0000 9.1000 8.9231 0 25 0.0000 1.0769 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5235 0 25 0.0000 1.4765 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0320 0 27 0.0000 2.9680 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0929 0 29 0.0000 3.9071 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8268 0 6 0.0000 5.1732 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6541 0 25 0.0000 5.3459 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7575 0 27 0.0000 4.2425 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6972 0 25 0.0000 5.3028 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1063 0 26 0.0000 5.8937 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6547 0 27 0.0000 6.3453 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2216 0 25 0.0000 0.7784 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3282 0 26 0.0000 2.6718 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0680 0 25 0.0000 2.9320 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8590 0 26 0.0000 4.1410 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3436 0 26 0.0000 5.6564 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2391 0 27 0.0000 5.7609 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5236 0 25 0.0000 2.4764 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8642 0 26 0.0000 4.1358 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5416 0 25 0.0000 3.4584 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3813 0 25 0.0000 1.6187 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7303 0 25 0.0000 3.2697 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7170 0 25 0.0000 3.2830 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6996 0 27 0.4546 4.3004 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1772 0 29 0.8672 5.8228 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8283 0 23 0.0000 5.1717 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.6188 0 28 0.0000 6.3812 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1339 0 29 0.0000 6.8661 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0280 0 25 0.0000 2.9720 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0478 0 26 0.0000 3.9522 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2205 0 27 0.0000 6.7795 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1339 0 29 0.0000 6.8661 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1430 0 29 0.7430 6.8570 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.4530 0 33 0.4180 7.5470 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1085 0 29 0.0000 6.8915 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.8342 0 29 0.0000 7.1658 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6624 0 29 0.0000 7.3376 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.4699 0 31 0.0000 7.5301 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.2942 0 32 0.0000 7.7058 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6101 0 25 0.0000 5.3899 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5209 0 26 0.0000 6.4791 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0453 0 25 0.0000 6.9547 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0312 0 25 0.0000 4.9688 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5632 0 25 0.0000 5.4368 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3230 0 25 0.0000 5.6770 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8495 0 25 0.0000 7.1505 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.9790 0 32 0.0000 8.0210 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9334 0 33 0.0000 8.0666 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.8142 0 33 0.0000 8.1858 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 8.2971 1.2441 200.0000 0.1133 0 25 0.1781 0 25 0.0137 8.9231 7.0320 .1154 .1600
5047 2.8812 1.4600 200.0000 0.3651 0 27 0.4992 0 28 0.1267 5.7575 4.6972 .2875 .4862
5114b 3.5733 1.8108 200.0000 0.1143 0 6 0.4562 0 6 0.0320 4.8268 3.1085 .1340 .5425
4342 10.3858 1.3631 200.0000 0.1160 0 25 0.1852 0 25 0.0112 9.2216 7.3282 .1080 .1409
3736 14.9983 3.6090 400.0000 0.1323 0 25 0.7438 0 12 0.0088 7.0680 5.8642 .1701 .8604
3534 5.8173 1.4765 400.0000 1.0709 0 26 0.7734 0 26 0.1841 4.3436 4.2391 .3590 .3477
3422 6.0122 1.5213 400.0000 1.0601 0 27 0.6371 0 26 0.1763 4.2391 3.6188 .3477 .5471
3130 13.5508 2.2744 300.0000 0.1990 0 25 0.3738 0 15 0.0147 7.5236 5.8642 .0788 .5472
3024 0.4621 2.9058 450.0000 0.4523 0 47 2.9550 0 48 0.9787 5.8642 4.1772 3.698 2.927
3036 6.7857 1.4251 400.0000 0.7685 0 26 0.2937 0 26 0.1132 5.8642 5.8590 .6104 .8476
2827 15.5945 3.7524 400.0000 0.2293 0 25 1.0456 0 25 0.0147 8.3813 6.7811 .2032 .2027
2726 18.5574 3.1124 300.0000 0.4117 0 25 0.2482 0 11 0.0222 6.7303 6.7170 .1010 .7233
2629 2.4524 0.5150 400.0000 0.4053 0 25 0.3644 0 25 0.1653 6.7170 6.5416 .5425 .3540
2930 11.6053 2.4373 400.0000 0.7515 0 25 0.8793 0 16 0.0648 6.5416 5.8642 .3541 .6104
2725 0.2218 2.0080 375.0000 0.2606 0 12 2.4291 0 11 1.1752 6.7303 5.6996 3.680 2.212
2524 0.2779 2.5163 375.0000 0.2509 0 12 2.4493 0 12 0.9027 5.6996 4.1772 2.212 3.512
2422 0.8401 2.9711 600.0000 0.6539 0 13 2.3036 0 13 0.7784 4.1769 3.6188 2.644 2.931
L575 4.4056 1.1111 300.0000 0.4181 0 24 0.5190 0 24 0.0949 4.8283 3.6188 .4277 .7294
2117 10.3655 2.0976 500.0000 0.1966 0 25 0.4175 0 15 0.0190 3.1339 3.1339 .2678 .3678
1714B 8.1188 0.9553 500.0000 1.1813 0 29 0.3532 0 29 0.1455 3.1339 3.1085 .5678 .6170
1716 3.1532 3.6415 1050.000 2.0587 0 23 2.3703 0 23 0.6529 3.1339 3.1430 1.318 1.707
1615 0.7725 1.7486 750.0000 1.2168 0 24 2.7373 0 24 1.5751 3.1426 2.4530 2.403 1.657
1614A 0.7872 1.7819 750.0000 0.8467 0 23 1.9090 0 23 1.0756 3.1426 2.8342 1.990 1.645
4514B 28.0567 3.5017 450.0000 0.7956 0 26 0.9965 0 16 0.0284 3.6547 3.1085 .3438 .5744
4515 0.1942 2.7467 300.0000 0.1781 1 6 2.4938 1 6 0.9175 3.6547 2.4530 3.849 4.143
1502 0.6052 1.1322 825.0000 1.3676 0 24 2.6851 0 20 2.2597 2.4530 1.9334 1.506 1.070
14A13 16.6072 0.8411 1700.000 -2.6477 0 30 -0.5483 0 30 -0.1594 2.8342 2.6624 .5731 .6249
1312 15.7543 0.6101 1400.000 2.6561 0 30 0.5135 0 29 0.1686 2.6624 2.4699 .5731 .5642
1211 22.0747 0.6694 1700.000 2.5203 0 31 0.3243 0 30 0.1142 2.4699 2.2942 .4647 .5613
1103 34.9730 0.7240 2000.000 2.6853 0 32 0.3893 0 48 0.0768 2.2942 1.9790 .4771 .4395
0912 7.4604 1.8954 400.0000 0.0569 0 26 0.0371 0 25 0.0076 3.5209 2.4699 .0523 1.174 *
0908 0.1628 1.4741 375.0000 0.1340 0 16 1.2008 0 16 0.8234 3.5209 3.0453 2.722 2.787
0811 6.0914 1.5476 400.0000 0.1683 0 25 0.2511 0 22 0.0276 3.0453 2.2942 .1133 .7355
0804 0.2208 1.3886 450.0000 0.2409 0 14 1.5054 0 14 1.0908 3.0453 2.8495 2.322 2.554
0201 142.3584 2.9703 2000.000 4.9640 0 32 1.3661 0 46 0.0349 1.9334 1.8142 .4417 .4421
5248 8.1651 1.4277 200.0000 0.1963 0 26 0.3241 0 26 0.0240 7.0320 4.8247 .1600 .1233
4845 2.5500 1.2922 200.0000 0.2916 0 25 0.3085 0 24 0.1144 4.6541 3.6547 .2703 .7735
4250 11.5986 1.2184 200.0000 0.2525 0 26 0.1588 0 25 0.0218 7.3282 5.7575 .1409 .2875
5338 8.7547 1.3127 200.0000 0.1254 0 25 0.2064 0 0 0.0143 8.5235 6.0929 .1175 .4643
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0929 4.8210 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.3294 0 25 0.9515 0 25 0.0190 4.6972 4.1063 .2431 .2657
4746u 0.1498 2.1194 300.0000 0.1015 0 21 1.4460 0 10 0.6773 4.6972 4.1063 3.657 3.687
4645o 15.8729 2.3953 400.0000 0.3311 0 26 0.5890 0 24 0.0209 4.1063 3.6547 .2657 .3867
4645u 0.1105 1.5637 300.0000 0.0991 0 22 1.3788 0 22 0.8967 4.1063 3.6547 3.687 3.849
3836o 9.9729 2.0945 400.0000 0.1960 0 29 0.1166 0 30 0.0197 6.0929 5.8590 .2322 .8476
3635o 35.6736 2.3986 400.0000 1.0430 0 26 0.5868 0 26 0.0292 5.8590 5.2837 .2226 .2092
2217o 14.0423 2.7133 500.0000 0.8663 0 28 1.0366 0 38 0.0617 3.6188 3.1687 .4376 .4374
2217u 0.6241 1.4127 750.0000 0.9954 0 44 2.2409 0 44 1.5949 3.6188 3.1339 2.345 1.845
2019o 11.6942 3.9474 300.0000 0.2306 0 25 0.7759 0 24 0.0197 7.0280 6.0478 .0934 .1593
2019u 0.6375 4.0085 450.0000 0.4174 0 30 2.6098 0 30 0.6548 7.0280 6.0478 2.284 3.439
1918o 18.5045 3.0423 400.0000 0.0528 0 26 0.0651 0 25 0.0029 6.0478 3.2205 .1195 .5513
1918u 0.9440 3.3387 600.0000 0.8484 0 25 2.9740 0 25 0.8987 6.0478 3.2205 2.579 2.200
1817o 9.1593 1.0777 500.0000 0.7851 0 27 0.5744 0 26 0.0857 3.2205 3.1339 .4411 .3678
1817u 0.5070 1.7932 600.0000 0.6143 0 14 2.1643 0 14 1.2116 3.2205 3.1339 2.200 2.306
1009o 8.3091 3.0000 300.0000 0.0174 0 25 0.2209 0 25 0.0021 4.6101 3.5209 .0338 .0697
1009u 0.2415 2.1864 375.0000 0.1837 0 25 1.6609 0 12 0.7607 4.6101 3.5209 2.693 2.722
0706o 7.2322 2.6001 300.0000 0.0979 0 25 0.3453 0 25 0.0135 5.0312 4.5632 .1041 .2107
0706u 0.1248 1.7661 300.0000 0.0879 0 13 1.2248 0 13 0.7039 5.0312 4.5632 3.437 3.544
0604o 9.6606 3.5630 300.0000 0.4407 0 25 1.0713 0 25 0.0456 4.5632 2.8629 .2107 .2097
0604u 0.3116 2.8210 375.0000 0.3054 0 12 2.7442 0 12 0.9801 4.5632 2.8495 2.835 3.065
0504o 8.6316 3.1637 300.0000 0.0702 0 25 0.4344 0 22 0.0081 4.3230 2.8495 .0767 .1650
0504u 0.1541 2.1802 300.0000 0.1309 0 15 1.8303 0 15 0.8492 4.3230 2.8495 3.410 3.831
0403o 9.0589 2.2976 400.0000 0.2487 0 25 0.5611 0 25 0.0275 2.8495 2.0399 .1238 .0999
0403u 1.9283 4.3647 750.0000 1.1552 0 22 2.6268 0 22 0.5991 2.8495 1.9790 1.532 1.172
0302o 2.9365 0.3241 300.0000 1.7609 0 33 0.6085 0 33 0.5997 1.9790 1.9334 .5302 .4114
0302u 3.2556 3.6173 600.0000 0.7571 0 41 0.8399 0 41 0.2326 1.9790 1.9334 1.465 1.472
14a14bo 75.9084 3.3944 500.0000 1.8869 0 29 0.3880 0 23 0.0249 3.1085 2.8342 .2370 .6685
14a14bu 0.1368 1.9347 300.0000 0.1363 0 54 1.9040 0 54 0.9968 3.1085 2.8342 4.361 4.114
FREE # 1 Undefnd Undefnd Undefn 4.9826 0 33
*==================================================*
| 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 359.8333 0.0000 0.0000 0.0184 0.6400 0.0049
5047 4.9167 33.7778 0.0000 321.3056 0.0739 0.7363 0.0381
5114b 6.1944 23.1667 0.0000 330.6389 0.0566 0.5656 0.0116
4342 0.1667 359.8333 0.0000 0.0000 0.0158 0.6277 0.0046
3736 0.1667 51.2083 0.0000 308.6250 0.1165 1.5762 0.0385
3534 5.6667 354.3333 0.0000 0.0000 0.1374 1.3852 0.1089
3422 5.6667 25.1389 0.0000 329.1944 0.1671 1.6991 0.1101
3130 0.1667 46.5972 0.0000 313.2361 0.0852 1.7119 0.0108
3024 0.1667 36.0625 0.0000 323.7708 0.1303 0.1639 3.3984
3036 10.6667 47.4722 301.8611 0.0000 0.1476 2.6178 0.0856
2827 0.1667 0.0000 0.0000 359.8333 0.0400 0.2195 0.0848
2726 333.6667 26.3333 0.0000 0.0000 0.1118 2.2581 0.0224
2629 0.2500 359.7500 0.0000 0.0000 0.0961 1.1134 0.0653
2930 0.2500 46.8056 0.0000 312.9444 0.0982 1.2009 0.1210
2725 0.1667 359.8333 0.0000 0.0000 0.1059 0.1139 2.1312
2524 0.1667 51.7833 0.0000 308.0500 0.1118 0.1142 2.0577
2422 0.1667 359.8333 0.0000 0.0000 0.1743 0.2906 3.4032
L575 0.1667 20.7222 0.0000 339.1111 0.0807 1.3294 0.0660
2117 3.6111 24.2778 0.0000 332.1111 0.1517 1.5365 0.0204
1714B 317.9167 27.0278 15.0556 0.0000 0.1460 3.3453 0.1046
1716 0.1667 355.8750 0.0000 3.9583 0.2938 0.8902 3.6267
1615 0.1667 359.8333 0.0000 0.0000 0.2280 0.4522 4.0013
1614A 6.1667 66.4444 287.3889 0.0000 0.2281 0.4611 2.3248
4514B 305.1389 37.1944 0.0000 17.6667 0.0870 1.9056 0.0880
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.4824
1502 0.1667 359.8333 0.0000 0.0000 0.2315 0.5433 2.5497
14A13 94.1250 265.8750 0.0000 0.0000 0.3666 4.8382 0.5564
1312 94.0833 265.9167 0.0000 0.0000 0.3206 5.2835 0.4012
1211 8.4167 351.5833 0.0000 0.0000 0.4334 7.8202 0.2812
1103 0.1667 359.8333 0.0000 0.0000 0.3502 7.0207 0.3506
0912 349.7500 10.2500 0.0000 0.0000 0.1734 1.8341 0.0064
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.2209
0811 341.7778 12.3889 0.0000 5.8333 0.1318 1.3612 0.0181
0804 0.1667 359.8333 0.0000 0.0000 0.1277 0.1634 1.3201
0201 0.1667 359.8333 0.0000 0.0000 0.3533 5.7961 0.8734
5248 0.1667 0.0000 0.0000 359.8333 0.0204 0.6080 0.0091
4845 5.6667 54.7222 0.0000 299.6111 0.0969 0.9749 0.0311
4250 0.2500 355.0833 0.0000 4.6667 0.0322 1.6059 0.0067
5338 0.1667 354.9583 0.0000 4.8750 0.0450 1.5728 0.0046
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 325.3889 33.9167 0.0000 0.6944 0.0498 0.3498 0.0958
4746u 0.1667 359.8333 0.0000 0.0000 0.0854 0.0729 1.5515
4645o 324.3333 35.6667 0.0000 0.0000 0.0558 0.6340 0.0699
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5326
3836o 5.0000 355.0000 0.0000 0.0000 0.1045 1.7527 0.0246
3635o 323.5000 0.0000 0.0000 36.5000 0.0427 1.7835 0.0507
2217o 334.1389 5.4167 0.0000 20.4444 0.0779 0.9873 0.1920
2217u 0.1667 359.8333 0.0000 0.0000 0.2133 0.4523 3.3718
2019o 351.7389 4.7500 0.0000 3.5111 0.0356 0.3513 0.0240
2019u 0.1667 359.8333 0.0000 0.0000 0.1351 0.1660 2.5010
1918o 353.5556 6.4444 0.0000 0.0000 0.0532 0.8256 0.0086
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.2600
1817o 328.7778 14.1667 0.0000 17.0556 0.0868 1.4658 0.1097
1817u 0.1667 359.8333 0.0000 0.0000 0.1825 0.2962 2.1750
1009o 356.3889 3.6111 0.0000 0.0000 0.0135 0.0794 0.0033
1009u 0.1667 359.8333 0.0000 0.0000 0.1067 0.1139 1.6699
0706o 338.8438 21.1563 0.0000 0.0000 0.0381 0.2842 0.0162
0706u 0.1667 359.8333 0.0000 0.0000 0.0898 0.0727 1.2443
0604o 334.6528 0.0000 0.0000 25.3472 0.0511 0.4115 0.0675
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.6690
0504o 351.9722 6.5000 0.0000 1.5278 0.0299 0.2065 0.0123
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0730 1.8509
0403o 352.9722 0.0000 0.0000 7.0278 0.0448 0.4433 0.0251
0403u 0.1667 359.8333 0.0000 0.0000 0.2212 0.4628 2.4730
0302o 337.6111 6.7778 0.0000 15.6111 0.1097 2.8961 0.0858
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.9868 0.6720
14a14bo 332.8889 25.6944 0.0000 1.4167 0.1333 7.0080 0.0611
14a14bu 6.1667 353.8333 0.0000 0.0000 0.0839 0.0727 1.8956
*===========================================*
| 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 0.0081 175.6116 0.0003 0.9990 0.1814 0.0050 0.1519 2.7754
5047 0.0319 689.8377 0.0010 0.9818 0.9985 0.0166 0.1644 0.0350
5114b 0.0055 118.2899 0.0006 0.9769 0.9711 0.0081 0.0800 0.0350
4342 0.0080 172.1211 0.0003 0.9990 0.2144 0.0041 0.1363 2.7754
3736 0.0084 182.4930 0.0004 0.9990 0.9189 0.0280 0.3461 1.2335
3534 0.0345 746.0005 0.0025 0.9787 0.2439 0.0160 0.1599 0.0350
3422 0.0349 754.8888 0.0024 0.9787 0.5031 0.0194 0.1948 0.0450
3130 0.0123 264.7736 0.0006 0.9990 0.8486 0.0169 0.3379 2.1586
3024 0.0695 1501.3290 0.0016 0.9990 1.4131 0.0573 0.0590 0.8018
3036 0.0005 11.5865 0.0034 0.9582 0.0108 0.0587 0.7168 0.0206
2827 0.0144 311.7737 0.0006 0.9990 1.2572 0.0105 0.0384 1.2335
2726 0.0121 260.3405 0.0011 0.1702 0.0449 0.0339 0.2588 0.0200
2629 0.0148 320.2541 0.0009 0.9990 0.1664 0.0216 0.1350 2.1586
2930 0.0387 836.3139 0.0018 0.9990 0.6588 0.0251 0.2159 1.2335
2725 0.0280 605.0335 0.0008 0.9990 1.1618 0.0401 0.0343 0.8018
2524 0.0278 601.2609 0.0008 0.9966 1.5964 0.0384 0.0323 0.0130
2422 0.0976 2108.3350 0.0025 0.9990 0.8509 0.0766 0.1053 0.8018
L575 0.0221 478.0473 0.0011 0.9990 0.5406 0.0180 0.1788 2.7754
2117 0.0125 269.8356 0.0008 0.9878 0.8653 0.0190 0.1904 0.0200
1714B 0.0167 361.7726 0.0039 0.2671 0.0134 0.0232 0.4146 0.0210
1716 0.2540 5486.5522 0.0062 0.9990 0.9916 0.1145 0.2735 Section 4
0.8018
1615 0.1775 3833.2075 0.0042 0.9988 0.5907 0.1019 0.1818 0.7333
1614A 0.0767 1655.6805 0.0032 0.9767 0.1291 0.0825 0.1537 0.0130
4514B 0.0496 1071.4688 0.0023 0.3341 0.2171 0.0171 0.2500 0.0212
4515 0.0333 718.4508 0.0007 0.9990 0.6123 0.0464 0.0337 0.8018
1502 0.2108 4554.0546 0.0047 0.9990 0.7898 0.1106 0.1926 0.8018
14A13 -0.1493 -3224.812 0.0062 0.7924 0.0016 0.1157 0.8179 0.1235
1312 0.1496 3231.5949 0.0063 0.7922 0.0614 0.0801 0.8523 0.1222
1211 0.1487 3211.5102 0.0061 0.9678 0.0405 0.0964 1.3401 0.1239
1103 0.1798 3884.0967 0.0065 0.9990 0.1404 0.1124 1.2333 7.7094
0912 0.0007 15.4912 0.0001 0.0660 0.0029 0.0329 0.3418 0.0450
0908 0.0123 265.3488 0.0004 0.9990 0.6395 0.0357 0.0279 0.8635
0811 0.0033 70.3591 0.0004 0.1161 0.0493 0.0154 0.1573 0.0450
0804 0.0213 460.7824 0.0008 0.9990 0.5224 0.0464 0.0454 0.8018
0201 0.5115 11049.125 0.0190 0.9990 0.5126 0.1238 1.0874 2.4670
5248 0.0169 364.4303 0.0005 0.9990 0.6422 0.0055 0.1476 2.7754
4845 0.0243 525.5889 0.0008 0.9789 0.8242 0.0219 0.2188 0.0350
4250 0.0191 412.7949 0.0008 0.9990 0.2458 0.0078 0.3622 2.7754
5338 0.0090 194.7370 0.0003 0.9990 0.0653 0.0150 0.4990 2.7754
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0012 0.0181 0.0450
4746o 0.0142 306.7323 0.0008 0.2206 0.1916 0.0076 0.0409 0.0207
4746u 0.0315 680.7036 0.0004 0.9990 1.0990 0.0342 0.0263 0.8018
4645o 0.0148 320.0738 0.0008 0.2275 0.0984 0.0103 0.0819 0.0208
4645u 0.0309 668.2042 0.0004 0.9990 0.6374 0.0362 0.0278 0.8635
3836o 0.0209 452.3911 0.0006 0.9815 0.0608 0.0478 0.5390 0.0203
3635o 0.0319 688.4080 0.0024 0.2328 0.1406 0.0056 0.1478 0.0350
2217o 0.0262 565.4704 0.0019 0.1642 0.1032 0.0092 0.0699 0.0210
2217u 0.1371 2962.3637 0.0035 0.9990 0.7456 0.0929 0.1530 0.8018
2019o 0.0031 66.8858 0.0005 0.0530 0.0718 0.0012 0.0120 0.0200
2019u 0.0364 787.1996 0.0012 0.9990 1.6736 0.0464 0.0366 0.8018
1918o 0.0004 9.0456 0.0001 0.0401 0.0019 0.0070 0.0880 0.0208
1918u 0.0707 1528.0160 0.0021 0.9990 1.1293 0.0624 0.0722 0.8018
1817o 0.0352 759.7993 0.0017 0.1994 0.0882 0.0137 0.1575 0.0206
1817u 0.0546 1179.9720 0.0024 0.9990 0.6228 0.0714 0.0945 0.8018
1009o 0.0001 1.9954 0.0000 0.0225 0.0114 0.0004 0.0022 0.0210
1009u 0.0129 277.6246 0.0006 0.9990 1.0880 0.0319 0.0222 0.8635
0706o 0.0022 46.4860 0.0003 0.1361 0.0714 0.0033 0.0220 0.0208
0706u 0.0096 207.4948 0.0003 0.9990 0.6526 0.0309 0.0197 0.8018
0604o 0.0126 273.1448 0.0010 0.1634 0.2205 0.0048 0.0339 0.0205
0604u 0.0364 787.2259 0.0010 0.9990 1.3591 0.0414 0.0338 0.8018
0504o 0.0008 17.8522 0.0002 0.0507 0.0402 0.0010 0.0061 0.0207
0504u 0.0117 252.1690 0.0004 0.9990 0.6673 0.0311 0.0199 0.8018
0403o 0.0024 52.0826 0.0006 0.0437 0.0393 0.0012 0.0118 0.0450
0403u 0.1053 2273.9099 0.0032 0.9990 2.2463 0.0757 0.1199 0.8018
0302o 0.0488 1053.0388 0.0040 0.1418 0.0727 0.0090 0.2233 0.0285
0302u 0.2396 5174.7956 0.0029 0.9990 0.1489 0.1063 0.3214 0.4317
14a14bo 0.0565 1220.3649 0.0043 0.1744 0.0546 0.0118 0.5226 0.0350
14a14bu 0.0160 346.4918 0.0006 0.9767 0.2245 0.0384 0.0284 0.0130
FREE # 1 0.5115 11049.399
*===============================================================*
| 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 0.1133 0.0000 0.8740 0.0185 0.0229 8.9231 7.0316 Max Flow
5047 0.3651 0.0000 0.4627 0.0520 0.0574 5.7575 4.6956 Max Flow
5114b 0.0844 0.0000 0.1053 0.0194 0.0207 4.8209 3.0837 Max Flow
4342 0.1160 0.0000 0.9664 0.0180 0.0212 9.2216 7.3280 Max Flow
3736 0.1323 0.0000 0.0028 0.0798 0.0677 7.0680 5.8611 Max Flow
3534 1.0703 0.0000 0.1033 0.1066 0.1424 4.3435 4.2380 Max Flow
3422 1.0601 0.0000 0.3521 0.1058 0.1389 4.2391 3.6108 Max Flow
3130 0.1989 0.0000 0.0251 0.0215 0.0236 7.5236 5.8611 Max Flow
3024 0.4523 1.3120 1.1767 0.4296 0.3605 5.8068 3.2737 Max Flow
3036 0.7685 0.0000 0.0103 0.1598 0.1864 5.8642 5.8585 Max Flow
2827 0.2292 0.0000 1.5977 0.0991 0.0811 8.3813 6.7811 Max Flow
2726 0.4111 0.0000 0.0025 0.0352 0.0299 6.7303 6.7154 Max Flow
2629 0.4053 0.0000 0.1662 0.1224 0.2064 6.7170 6.5415 Max Flow
2930 0.7515 0.0000 0.1792 0.1581 0.1415 6.5416 5.8629 Max Flow
2725 0.2605 0.8543 0.6077 0.3506 0.3750 6.7073 5.2206 Max Flow
2524 0.2495 0.4848 1.5155 0.3475 0.2777 5.2651 3.2761 Max Flow
2422 0.6507 0.2750 0.4338 0.5192 0.3967 3.6239 2.9373 Max Flow
L575 0.4181 0.0000 1.2679 0.1078 0.1271 4.8272 3.5285 Max Flow
2117 0.1957 0.0000 0.0020 0.0337 0.0444 3.0971 3.0967 Max Flow
1714B 1.1812 0.0000 0.0272 0.1942 0.2683 3.1338 3.1085 Max Flow
1716 2.0568 -0.1808 0.1689 0.8158 0.6182 3.0603 3.0729 Max Flow
1615 1.2161 0.4249 0.3183 0.6653 0.7500 3.0845 2.3384 Max Flow
1614A 0.8467 0.4152 0.0574 0.5702 0.7500 3.0618 2.5870 Max Flow
4514B 0.7954 0.0000 0.0775 0.1622 0.1542 3.6547 3.1013 Max Flow
4515 0.1779 0.6905 1.0613 1.0012 0.2261 3.5012 1.7455 Max Flow
1502 1.3676 -0.2127 0.7610 0.6992 0.8250 2.3379 1.8135 Max Flow
14A13 0.0280 0.0000 0.0087 0.0880 0.1649 2.0657 2.0548 Max Flow
1312 2.6520 0.0000 0.2055 0.4831 0.8028 2.6615 2.4520 Max Flow
1211 2.5203 0.0000 0.1849 0.4684 0.7737 2.4697 2.2884 Max Flow
1103 2.6852 0.0000 0.3088 0.4493 0.9505 2.2942 1.9789 Max Flow
0912 0.0569 0.0000 0.0019 0.0147 0.0201 3.5209 2.3253 Max Flow
0908 0.1340 0.1603 0.3318 0.2700 0.2593 3.5018 3.0098 Max Flow
0811 0.1682 0.0000 0.1290 0.0309 0.0450 3.0453 2.1316 Max Flow
0804 0.2409 0.2021 0.3526 0.3453 0.4500 3.0009 2.4435 Max Flow
0201 4.9623 0.0000 0.1202 0.6868 0.8833 1.9333 1.8133 Max Flow
5248 0.1961 0.0000 2.2051 0.0247 0.0284 7.0320 4.8247 Max Flow
4845 0.2916 0.0000 0.1512 0.0448 0.0540 4.6541 3.6526 Max Flow
4250 0.2524 0.0000 0.2895 0.0226 0.0279 7.3282 5.7567 Max Flow
5338 0.1254 0.0000 0.0704 0.0192 0.0234 8.5235 6.0873 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.3294 0.0000 0.4881 0.1135 0.0972 4.6972 4.1055 Max Flow
4746u 0.1015 0.3310 0.2663 0.2465 0.1810 4.6759 4.0788 Max Flow
4645o 0.3310 0.0000 0.1968 0.1137 0.1060 4.1063 3.6546 Max Flow
4645u 0.0991 0.0806 0.3887 0.2440 0.2220 4.0842 3.6152 Max Flow
3836o 0.1960 0.0000 0.0050 0.0921 0.0927 6.0929 5.8522 Max Flow
3635o 1.0424 0.0000 0.5676 0.0837 0.0861 5.8590 5.2837 Max Flow
2217o 0.8663 0.0000 0.4499 0.2189 0.2187 3.6188 3.1687 Max Flow
2217u 0.9951 0.2530 0.2766 0.6142 0.7500 3.4420 2.8915 Max Flow
2019o 0.2306 0.0000 0.5240 0.0382 0.0277 7.0280 6.0415 Max Flow
2019u 0.4160 1.1663 0.6312 0.4218 0.2650 7.0044 5.1916 Max Flow
1918o 0.0528 0.0000 0.0093 0.0539 0.0477 6.0478 3.2174 Max Flow
1918u 0.8484 0.7656 2.0630 0.5616 0.4448 6.0466 3.2161 Max Flow
1817o 0.7851 0.0000 0.0784 0.1641 0.2207 3.2205 3.1307 Max Flow
1817u 0.6119 0.1968 0.2167 0.5069 0.6000 3.0007 2.5751 Max Flow
1009o 0.0173 0.0000 0.3224 0.0098 0.0090 4.6101 3.5198 Max Flow
1009u 0.1837 0.4676 0.6229 0.3131 0.2448 4.6097 3.5194 Max Flow
0706o 0.0979 0.0000 0.1311 0.0318 0.0308 5.0312 4.5629 Max Flow
0706u 0.0879 0.2587 0.2404 0.2308 0.1857 5.0094 4.5104 Max Flow
0604o 0.4407 0.0000 1.6991 0.0806 0.0629 4.5632 2.8629 Max Flow
0604u 0.3054 0.5134 1.7033 1.0070 0.3009 4.5070 2.2885 Max Flow
0504o 0.0701 0.0000 0.3629 0.0258 0.0228 4.3230 2.8485 Max Flow
0504u 0.1308 0.5591 1.1274 0.2713 0.2124 4.1802 2.4904 Max Flow
0403o 0.2484 0.0000 0.8011 0.0399 0.0449 2.8495 2.0399 Max Flow
0403u 1.1541 0.7738 0.2007 0.6530 0.4181 2.8005 1.8188 Max Flow
0302o 1.7602 0.0000 0.0374 0.1090 0.2142 1.9790 1.9333 Max Flow
0302u 0.7571 0.0645 0.0027 0.2961 0.1784 1.8924 1.8248 Max Flow
14a14bo 1.8869 0.0000 0.0132 0.1270 0.1184 3.1085 2.8333 Max Flow
14a14bu 0.1363 0.4146 0.1936 0.2750 0.2453 2.8941 2.2819 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 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 256.1667 99.0000 4.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 116.1667 237.6667 6.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 1.6667 358.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.3333 354.0000 5.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 16.0000 338.3333 5.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 92.3333 267.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 349.3333 10.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 356.3333 0.0000 0.0000 0.0000 3.6667 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 1.8333 283.1667 75.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 330.1667 9.5000 1.1667 0.0000 18.0000 0.0000 None
2524 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 320.5000 0.6667 0.0000 29.6667 8.0000 0.0000 None
L575 286.3333 73.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 88.8333 267.6667 3.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 42.0000 318.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 295.6667 15.8333 0.0000 29.6667 17.6667 0.0000 None
1615 0.5000 244.0000 0.8333 9.6667 45.6667 0.0000 59.3333 0.0000 None
1614A 0.0000 294.8333 0.0000 29.1667 32.6667 3.3333 0.0000 0.0000 None
4514B 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.8333 0.3333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 268.1667 81.1667 0.1667 0.0000 10.5000 0.0000 0.0000 0.0000 None
14A13 0.0000 265.8333 94.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 4.8333 261.1667 94.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 351.6667 8.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.3333 359.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 8.3333 349.6667 0.0000 2.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 333.5000 2.6667 0.0000 18.8333 3.8333 0.0000 None
0811 3.0000 15.1667 341.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 277.5000 43.5000 0.0000 23.6667 3.1667 12.1667 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 258.1667 101.5000 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 241.8333 112.5000 5.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 2.3333 357.3333 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 2.0000 357.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.6667 0.5000 305.0000 3.8333 0.0000 36.5000 13.5000 0.0000 None
4645o 0.0000 3.8333 356.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 302.0000 0.8333 0.0000 55.1667 0.8333 0.0000 None
3836o 0.0000 355.0000 5.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635o 13.3333 23.1667 323.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217o 0.3333 4.5000 355.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 281.3333 46.6667 0.1667 0.0000 31.8333 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019u 0.0000 1.0000 352.6667 0.0000 0.0000 0.0000 6.3333 0.0000 None
1918o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 7.1667 24.1667 328.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.8333 288.5000 2.0000 5.3333 27.0000 35.3333 0.0000 None
1009o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.6667 0.5000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 14.8333 345.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 332.1667 0.1667 0.0000 25.8333 0.6667 0.0000 None
0604o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 3.0000 4.1667 352.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.3333 0.8333 329.3333 0.0000 0.0000 0.0000 29.5000 0.0000 None
0302o 13.0000 9.3333 337.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 203.1667 127.5000 0.0000 25.5000 2.6667 0.0000 None
14a14bo 0.0000 4.6667 355.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
14a14bu 0.0000 0.0000 298.5000 4.8333 0.0000 53.8333 2.8333 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 349.5000 355.5000 6.0000 0.0000
5047 30.2778 30.3333 0.0000 0.0000
5114b 22.5694 22.5694 292.1083 0.0000
4342 347.7500 351.5833 3.8333 0.0000
3736 51.2500 52.7500 151.5347 0.0000
3534 340.4861 340.5556 0.0417 0.0000
3422 22.8333 22.8889 286.3750 0.0000
3130 46.0417 47.4583 177.0972 0.0000
3024 0.0000 0.0000 306.5292 0.0000
3036 0.0000 19.0972 0.0000 0.0000
2827 0.2083 2.2431 59.1806 0.0000
2726 348.1944 348.2500 0.0000 0.0000
2629 30.2917 30.6528 0.0000 0.0000
2930 46.5556 46.8333 0.0000 0.0000
2725 0.0000 0.0000 324.5000 0.0000
2524 18.0833 18.2333 325.2917 0.0000
2422 302.4583 318.3056 69.6944 0.0000
L575 18.9722 18.9722 0.0000 0.0000
2117 3.5556 23.3611 292.5833 0.0000
1714B 0.0000 15.8611 0.0000 0.0000
1716 280.8403 287.1806 272.1250 0.0000
1615 221.2500 295.7083 0.2083 0.0000
1614A 0.0000 16.9722 0.0000 0.0000
4514B 37.1528 37.1806 7.7639 0.0000
4515 288.1250 292.0000 23.2500 0.0000
1502 2.1667 2.6667 41.8056 0.0000
14A13 294.2500 294.9167 0.0000 0.0000
1312 311.0722 322.9722 0.0000 0.0000
1211 332.5590 347.8194 0.0000 0.0000
1103 56.4583 68.7431 1.5000 0.0000
0912 344.2222 344.2222 0.0000 0.0000
0908 330.2639 333.0347 0.0000 0.0000
0811 339.1667 339.1944 0.2222 0.0000
0804 314.9861 330.5556 0.0000 0.0000
0201 11.6558 20.7641 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 53.2292 53.2500 0.0000 0.0000
4250 94.5417 94.5417 0.0000 0.0000
5338 354.9583 359.8333 4.8750 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 341.9722 342.3056 0.0000 0.0000
4746u 0.7917 288.7361 302.2083 0.0000
4645o 345.8333 345.8333 0.0000 0.0000
4645u 300.3125 301.1250 10.6250 0.0000
3836o 355.0000 355.0000 0.0000 0.0000
3635o 0.0000 0.0000 0.0556 0.0000
2217o 8.3889 324.9722 315.4444 0.0000
2217u 0.0000 0.0000 8.8333 0.0000
2019o 4.6944 4.7222 338.2333 0.0000
2019u 299.6250 342.7361 348.3056 0.0000
1918o 337.1667 337.1667 0.0000 0.0000
1918u 325.0833 325.2500 326.3611 0.0000
1817o 0.0000 0.0000 0.0278 0.0000
1817u 278.6667 317.9861 2.0417 0.0000
1009o 337.2778 337.2778 0.0000 0.0000
1009u 315.0417 332.2431 289.2500 0.0000
0706o 347.0187 347.0187 0.0000 0.0000
0706u 313.0556 330.2639 6.8750 0.0000
0604o 0.2708 0.2708 347.3333 0.0000
0604u 324.1667 327.9306 328.6806 0.0000
0504o 337.1111 337.1667 2.2778 0.0000
0504u 328.4028 328.6806 5.3333 0.0000
0403o 0.0000 0.0000 331.1944 0.0000
0403u 54.2083 85.5833 308.7917 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 207.5833 328.6944 0.0000 0.0000
14a14bo 25.5556 25.5556 0.4444 0.0000
14a14bu 292.0417 297.1250 0.3750 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 0.1663 0.1978 0.1663 0.0350 0.0434 0.0350 0.2102 0.2195 0.2102 13.8750 14.4880 13.8750 0.0270
5047 0.1453 0.4968 0.1453 0.0001 0.3648 0.0001 0.0009 0.7344 0.0009 0.0440 34.5159 0.0440 0.0749
5114b 0.0592 0.2024 0.0592 0.0000 0.1142 0.0000 0.0006 0.5645 0.0006 0.0277 28.2268 0.0277 0.0576
4342 0.1730 0.2108 0.1730 0.0374 0.0411 0.0374 0.2163 0.1951 0.2163 11.8960 10.7331 11.8960 0.0245
3736 0.0225 0.0956 0.0225 0.0028 0.1267 0.0028 0.1253 1.3248 0.1253 6.2643 66.2389 6.2643 0.2258
3534 0.1213 0.7743 0.1213 0.0002 1.0706 0.0002 0.0012 1.3827 0.0012 0.0124 13.8267 0.0124 0.1411
3422 0.1330 0.6256 0.1330 0.0004 1.0593 0.0004 0.0030 1.6932 0.0030 0.1194 67.7264 0.1194 0.1728
3130 0.0247 0.1163 0.0247 0.0000 0.1989 0.0000 0.0007 1.7104 0.0007 0.0410 94.0743 0.0410 0.0864
3036 0.1010 0.3681 0.1010 0.0368 0.6948 0.0368 0.3646 1.8875 0.3646 6.5625 33.9755 6.5625 0.2904
2827 0.0000 1.0477 0.0000 0.0000 0.2293 0.0000 0.0000 0.2189 0.0000 0.0000 10.9446 0.0000 0.0812
2726 0.0447 0.1825 0.0447 0.0001 0.4116 0.0001 0.0016 2.2549 0.0016 0.0162 22.5489 0.0162 0.1139
2629 0.1254 0.3810 0.1254 0.0045 0.3963 0.0045 0.0357 1.0402 0.0357 1.6082 46.8089 1.6082 0.1871
2930 0.1339 0.6695 0.1339 0.0065 0.7385 0.0065 0.0483 1.1030 0.0483 2.3191 52.9464 2.3191 0.1948
L575 0.0000 0.3149 0.0000 0.0000 0.4181 0.0000 0.0000 1.3278 0.0000 0.0000 79.6660 0.0000 0.1638
2117 0.0242 0.1282 0.0242 0.0000 0.1965 0.0000 0.0020 1.5324 0.0020 0.0204 15.3240 0.0204 0.1564
1714B 0.1669 0.4950 0.1367 0.1893 0.9530 0.0389 1.1346 1.9251 0.2847 31.7683 53.9034 7.9716 0.2950
4514B 0.1525 0.5883 0.0868 0.1033 0.6871 0.0052 0.6773 1.1679 0.0595 16.2561 28.0287 1.4268 0.2027
14A13 0.3336 0.5801 0.0000 0.2134 2.4343 0.0000 0.6397 4.1963 0.0000 6.3969 41.9626 0.0000 1.0899
1312 0.1734 0.5097 0.5474 0.0272 2.3325 0.2964 0.1571 4.5765 0.5414 2.1991 64.0704 7.5794 0.7924
1211 0.0000 0.3225 0.0000 0.0000 2.5203 0.0000 0.0000 7.8147 0.0000 0.0000 289.1435 0.0000 0.8650
1103 0.2188 0.4480 0.4020 0.4141 2.1739 0.0972 1.8931 4.8521 0.2418 66.2592 169.8236 8.4633 0.9204
0912 0.0042 0.0311 0.0042 0.0000 0.0569 0.0000 0.0017 1.8306 0.0017 0.0960 100.6833 0.0960 0.1868
0811 0.0167 0.1238 0.0167 0.0000 0.1682 0.0000 0.0010 1.3593 0.0010 0.0529 74.7593 0.0529 0.1387
0201 0.1163 1.2346 0.1012 0.1697 4.7452 0.0492 1.4590 3.8436 0.4858 14.5901 38.4358 4.8584 0.8837
5248 0.3025 0.3547 0.3025 0.0561 0.0841 0.0561 0.1854 0.2372 0.1854 10.7527 13.7592 10.7527 0.0287
4845 0.0877 0.2999 0.0877 0.0001 0.2913 0.0001 0.0016 0.9716 0.0016 0.0983 58.2943 0.0983 0.0991
4250 0.1536 0.1697 0.1536 0.0955 0.0615 0.0955 0.6218 0.3624 0.6218 36.0618 21.0187 36.0618 0.0412
5338 0.0778 0.0838 0.0778 0.0422 0.0409 0.0422 0.5427 0.4875 0.5427 42.3285 38.0238 42.3285 0.0537
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 0.0000 0.9466 0.0000 0.0000 0.3294 0.0000 0.0000 0.3479 0.0000 0.0000 8.6986 0.0000 0.1011
4645o 0.0000 0.5387 0.0000 0.0000 0.3311 0.0000 0.0000 0.6145 0.0000 0.0000 20.2781 0.0000 0.1352
3836o 0.0314 0.1287 0.0314 0.0048 0.1865 0.0048 0.1513 1.4487 0.1513 6.0532 57.9489 6.0532 0.2369
3635o 0.5168 0.6771 0.5473 0.2696 0.4322 0.3412 0.5216 0.6383 0.6235 10.4323 12.7666 12.4707 0.0868
2217o 0.2725 1.1923 0.1098 0.0913 0.7749 0.0001 0.3350 0.6499 0.0010 11.7263 22.7482 0.0356 0.2188
2019o 0.1073 0.6569 0.1073 0.0000 0.2306 0.0000 0.0002 0.3510 0.0002 0.0048 10.5294 0.0048 0.0358
1918o 0.0077 0.0657 0.0077 0.0001 0.0526 0.0000 0.0174 0.8013 0.0049 1.9175 88.1462 0.5376 0.1580
1817o 0.1346 0.6312 0.1346 0.0305 0.7480 0.0067 0.2264 1.1850 0.0497 4.9810 26.0692 1.0929 0.2048
1009o 0.0831 0.2309 0.0831 0.0002 0.0170 0.0002 0.0026 0.0736 0.0026 0.1300 3.6806 0.1300 0.0147
0706o 0.1404 0.3903 0.1404 0.0036 0.0906 0.0036 0.0259 0.2321 0.0259 0.7759 6.9638 0.7759 0.0464
0604o 0.4533 1.2600 0.4533 0.0216 0.3974 0.0216 0.0477 0.3154 0.0477 2.7213 17.9766 2.7213 0.0631
0504o 0.1350 0.3751 0.1350 0.0020 0.0662 0.0020 0.0149 0.1764 0.0149 0.9413 11.1152 0.9413 0.0353
0403o 0.0960 0.5614 0.0960 0.0000 0.2487 0.0000 0.0001 0.4430 0.0001 0.0029 8.8595 0.0029 0.0452
0302o 0.5259 0.5573 0.6529 0.0850 0.6379 1.0380 0.1616 1.1447 1.5897 1.6163 11.4468 15.8974 0.1431
14a14bo 0.2291 0.3283 0.2164 0.4174 1.0192 0.4503 1.8219 3.1042 2.0805 18.2186 31.0424 20.8055 0.2240
*========================================================*
| Table E14a - Natural Channel Encroachment Information |
*========================================================*
<------- Existing Conveyance Condition -------> <----- Encroachment Conveyance Condition -----> <- % Volume --> <-- Encroachment Data -->
Conduit Left Centre Right Total Left Right Left Centre Right Total Left Right Reduction Depth
Name Bank Channel Bank Station Station Bank Channel Bank Station Station Left Right Incr. Method
---------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -----------------
5453 0.3080 0.3824 0.3080 0.9985 0.09661 34.903 0.3080 0.3824 0.3080 0.9985 0.09661 34.903 0.0000 0.0000 0.0000 None
5047 .001390 3.7295 .001390 3.7323 0.07502 9.9250 .001390 3.7295 .001390 3.7323 0.07502 9.9250 0.0000 0.0000 0.0000 None
5114b .000689 2.4058 .000689 2.4072 0.08080 9.9192 .000689 2.4058 .000689 2.4072 0.08080 9.9192 0.0000 0.0000 0.0000 None
4342 0.2858 0.3143 0.2858 0.8860 0.09710 39.903 0.2858 0.3143 0.2858 0.8860 0.09710 39.903 0.0000 0.0000 0.0000 None
3736 0.4387 19.732 0.4387 20.610 0.5812 14.419 0.4387 19.732 0.4387 20.610 0.5812 14.419 0.0000 0.0000 0.0000 None
3534 .001509 10.707 .001509 10.710 0.08236 9.9176 .001509 10.707 .001509 10.710 0.08236 9.9176 0.0000 0.0000 0.0000 None
3422 .004376 11.672 .004376 11.680 0.06545 9.9346 .004376 11.672 .004376 11.680 0.06545 9.9346 0.0000 0.0000 0.0000 None
3130 .000886 9.5500 .000886 9.5518 0.08272 19.917 .000886 9.5500 .000886 9.5518 0.08272 19.917 0.0000 0.0000 0.0000 None
3036 1.8555 35.028 1.8555 38.739 1.0528 18.947 1.8555 35.028 1.8555 38.739 1.0528 18.947 0.0000 0.0000 0.0000 None
2827 0.0000 1.2791 0.0000 1.2791 3.5420 11.458 0.0000 1.2791 0.0000 1.2791 3.5420 11.458 0.0000 0.0000 0.0000 None
2726 .004666 26.489 .004666 26.499 0.07153 19.928 .004666 26.489 .004666 26.499 0.07153 19.928 0.0000 0.0000 0.0000 None
2629 0.08386 7.4145 0.08386 7.5822 4.3824 15.618 0.08386 7.4145 0.08386 7.5822 4.3824 15.618 0.0000 0.0000 0.0000 None
2930 0.1254 14.308 0.1254 14.559 4.1354 15.865 0.1254 14.308 0.1254 14.559 4.1354 15.865 0.0000 0.0000 0.0000 None
L575 0.0000 5.5633 0.0000 5.5633 1.8929 18.107 0.0000 5.5633 0.0000 5.5633 1.8929 18.107 0.0000 0.0000 0.0000 None
2117 .005590 22.239 .005590 22.250 0.07394 9.9261 .005590 22.239 .005590 22.250 0.07394 9.9261 0.0000 0.0000 0.0000 None
1714B 7.1918 36.198 1.4778 44.868 0.08472 22.773 7.1918 36.198 1.4778 44.868 0.08472 22.773 0.0000 0.0000 0.0000 None
4514B 2.3665 15.737 0.1181 18.221 0.08259 20.997 2.3665 15.737 0.1181 18.221 0.08259 20.997 0.0000 0.0000 0.0000 None
14A13 1.8810 21.458 0.0000 23.339 8.0010 19.926 1.8810 21.458 0.0000 23.339 8.0010 19.926 0.0000 0.0000 0.0000 None
1312 0.2568 21.996 2.7948 25.047 13.528 32.646 0.2568 21.996 2.7948 25.047 13.528 32.646 0.0000 0.0000 0.0000 None
1211 0.0000 36.231 0.0000 36.231 12.425 29.899 0.0000 36.231 0.0000 36.231 12.425 29.899 0.0000 0.0000 0.0000 None
1103 5.3483 28.074 1.2554 34.678 16.696 40.010 5.3483 28.074 1.2554 34.678 16.696 40.010 0.0000 0.0000 0.0000 None
0912 .001714 13.293 .001714 13.297 0.08132 9.9187 .001714 13.293 .001714 13.297 0.08132 9.9187 0.0000 0.0000 0.0000 None
0811 .000775 8.0936 .000775 8.0951 0.08613 9.9139 .000775 8.0936 .000775 8.0951 0.08613 9.9139 0.0000 0.0000 0.0000 None
0201 2.5194 70.466 0.7301 73.716 18.235 40.007 2.5194 70.466 0.7301 73.716 18.235 40.007 0.0000 0.0000 0.0000 None
5248 0.2901 0.4352 0.2901 1.0155 0.09626 29.904 0.2901 0.4352 0.2901 1.0155 0.09626 29.904 0.0000 0.0000 0.0000 None
4845 .002932 5.9462 .002932 5.9521 0.06695 9.9330 .002932 5.9462 .002932 5.9521 0.06695 9.9330 0.0000 0.0000 0.0000 None
4250 1.3692 0.8819 1.3692 3.6202 0.09375 49.906 1.3692 0.8819 1.3692 3.6202 0.09375 49.906 0.0000 0.0000 0.0000 None
5338 1.4940 1.4456 1.4940 4.4337 0.09125 34.909 1.4940 1.4456 1.4940 4.4337 0.09125 34.909 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 0.0000 0.0000 10.000 10.000 0.0000 0.0000 0.0000 0.0000 10.000 10.000 0.0000 0.0000 0.0000 None
4746o 0.0000 2.3539 0.0000 2.3539 10.928 19.072 0.0000 2.3539 0.0000 2.3539 10.928 19.072 0.0000 0.0000 0.0000 None
4645o 0.0000 5.4016 0.0000 5.4016 10.903 19.097 0.0000 5.4016 0.0000 5.4016 10.903 19.097 0.0000 0.0000 0.0000 None
3836o 0.5745 22.537 0.5745 23.686 2.7771 17.223 0.5745 22.537 0.5745 23.686 2.7771 17.223 0.0000 0.0000 0.0000 None
3635o 1.6363 2.6234 2.0713 6.3310 0.09145 41.806 1.6363 2.6234 2.0713 6.3310 0.09145 41.806 0.0000 0.0000 0.0000 None
2217o 1.1080 9.4061 .001354 10.516 2.3931 15.021 1.1080 9.4061 .001354 10.516 2.3931 15.021 0.0000 0.0000 0.0000 None
2019o .000142 1.9067 .000142 1.9070 0.09105 9.9090 .000142 1.9067 .000142 1.9070 0.09105 9.9090 0.0000 0.0000 0.0000 None
1918o 0.02152 8.4000 .006032 8.4275 8.9596 19.644 0.02152 8.4000 .006032 8.4275 8.9596 19.644 0.0000 0.0000 0.0000 None
1817o 0.6571 16.123 0.1441 16.924 3.9068 20.634 0.6571 16.123 0.1441 16.924 3.9068 20.634 0.0000 0.0000 0.0000 None
1009o .002810 0.2211 .002810 0.2267 2.1467 7.8533 .002810 0.2211 .002810 0.2267 2.1467 7.8533 0.0000 0.0000 0.0000 None
0706o 0.06010 1.4992 0.06010 1.6194 1.3858 8.6142 0.06010 1.4992 0.06010 1.6194 1.3858 8.6142 0.0000 0.0000 0.0000 None
0604o 0.1361 2.4987 0.1361 2.7709 0.9862 9.0138 0.1361 2.4987 0.1361 2.7709 0.9862 9.0138 0.0000 0.0000 0.0000 None
0504o 0.02892 0.9490 0.02892 1.0069 1.6531 8.3469 0.02892 0.9490 0.02892 1.0069 1.6531 8.3469 0.0000 0.0000 0.0000 None
0403o .000070 1.2491 .000070 1.2493 0.09354 9.9065 .000070 1.2491 .000070 1.2493 0.09354 9.9065 0.0000 0.0000 0.0000 None
0302o 1.3909 10.438 16.985 28.814 26.741 53.008 1.3909 10.438 16.985 28.814 26.741 53.008 0.0000 0.0000 0.0000 None
14a14bo 12.173 29.724 13.132 55.028 3.8914 56.035 12.173 29.724 13.132 55.028 3.8914 56.035 0.0000 0.0000 0.0000 None
*==================================*
| Table E14b - Floodplain Mapping |
*==================================*
Conduit Upstream Downstream Channel Center <----- Left Offsets ------> <----- Right Offsets ------> <- Channel Widths->
Name WS Elev. WS Elev. Length Station Natural Encroach Bank Natural Encroach Bank Total Encroach.
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
5453 8.9231 7.0320 66.0000 17.5000 17.4034 17.4034 5.0000 17.4034 17.4034 5.0000 34.8068 34.8068
5047 5.7575 4.6972 47.0000 9.9000 9.8250 9.8250 9.8000 0.0250 0.0250 0.0000 9.8500 9.8500
5114b 4.8268 3.1085 50.0000 9.9000 9.8192 9.8192 9.8000 0.0192 0.0192 0.0000 9.8384 9.8384
4342 9.2216 7.3282 55.0000 20.0000 19.9029 19.9029 5.0000 19.9029 19.9029 5.0000 39.8058 39.8058
3736 7.0680 5.8642 50.0000 11.4000 10.8188 10.8188 7.9000 3.0188 3.0188 0.1000 13.8376 13.8376
3534 4.3436 4.2391 10.0000 9.9000 9.8176 9.8176 9.8000 0.0176 0.0176 0.0000 9.8353 9.8353
3422 4.2391 3.6188 40.0000 9.9000 9.8346 9.8346 9.8000 0.0346 0.0346 0.0000 9.8691 9.8691
3130 7.5236 5.8642 55.0000 19.9000 19.8173 19.8173 19.8000 0.0173 0.0173 0.0000 19.8346 19.8346
3036 5.8642 5.8590 18.0000 14.0000 12.9472 12.9472 8.1000 4.9472 4.9472 0.1000 17.8944 17.8944
2827 8.3813 6.7811 50.0000 11.4000 7.8580 7.8580 7.9000 0.0580 0.0580 0.1000 7.9160 7.9160
2726 6.7303 6.7170 10.0000 19.9000 19.8285 19.8285 19.8000 0.0285 0.0285 0.0000 19.8569 19.8569
2629 6.7170 6.5416 45.0000 14.0000 9.6176 9.6176 8.1000 1.6176 1.6176 0.1000 11.2352 11.2352
2930 6.5416 5.8642 48.0000 14.0000 9.8646 9.8646 8.1000 1.8646 1.8646 0.1000 11.7291 11.7291
L575 4.8283 3.6188 60.0000 10.0000 8.1071 8.1071 9.9000 8.1071 8.1071 9.9000 16.2141 16.2141
2117 3.1339 3.1339 10.0000 9.9000 9.8261 9.8261 9.8000 0.0261 0.0261 0.0000 9.8521 9.8521
1714B 3.1339 3.1085 28.0000 19.0000 18.9153 18.9153 8.1000 3.7732 3.7732 0.1000 22.6885 22.6885
4514B 3.6547 3.1085 24.0000 19.0000 18.9174 18.9174 8.1000 1.9974 1.9974 0.1000 20.9148 20.9148
14A13 2.6624 2.8342 10.0000 13.6000 5.5990 5.5990 1.6000 6.3264 6.3264 6.4000 11.9254 11.9254
1312 2.6624 2.4699 14.0000 19.0000 5.4725 5.4725 3.1000 13.6460 13.6460 6.6000 19.1185 19.1185
1211 2.4699 2.2942 37.0000 16.9000 4.4752 4.4752 5.5000 12.9986 12.9986 13.6000 17.4738 17.4738
1103 2.2942 1.9790 35.0000 33.1000 16.4039 16.4039 3.8000 6.9100 6.9100 3.9000 23.3138 23.3138
0912 3.5209 2.4699 55.0000 9.9000 9.8187 9.8187 9.8000 0.0187 0.0187 0.0000 9.8374 9.8374
0811 3.0453 2.2942 55.0000 9.9000 9.8139 9.8139 9.8000 0.0139 0.0139 0.0000 9.8277 9.8277
0201 1.9334 1.8142 10.0000 33.1000 14.8648 14.8648 3.8000 6.9069 6.9069 2.0000 21.7717 21.7717
5248 7.0320 4.8247 58.0000 15.0000 14.9037 14.9037 5.0000 14.9037 14.9037 5.0000 29.8075 29.8075
4845 4.6541 3.6547 60.0000 9.9000 9.8330 9.8330 9.8000 0.0330 0.0330 0.0000 9.8661 9.8661
4250 7.3282 5.7575 58.0000 25.0000 24.9062 24.9062 5.0000 24.9062 24.9062 5.0000 49.8125 49.8125
5338 8.5235 6.0929 78.0000 17.5000 17.4087 17.4087 5.0000 17.4087 17.4087 5.0000 34.8175 34.8175
3851 6.0929 4.8210 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.6972 4.1063 25.0000 19.0000 8.0722 8.0722 8.1000 0.0722 0.0722 0.1000 8.1444 8.1444
4645o 4.1063 3.6547 33.0000 19.0000 8.0966 8.0966 8.1000 0.0966 0.0966 0.1000 8.1931 8.1931
3836o 6.0929 5.8590 40.0000 14.0000 11.2229 11.2229 8.1000 3.2229 3.2229 0.1000 14.4458 14.4458
3635o 5.8590 5.2837 20.0000 19.6000 19.5086 19.5086 5.2000 22.2064 22.2064 6.5000 41.7149 41.7149
2217o 3.6188 3.1687 35.0000 11.0000 8.6069 8.6069 0.1000 4.0206 4.0206 4.0000 12.6275 12.6275
2019o 7.0280 6.0478 30.0000 9.9000 9.8090 9.8090 9.8000 0.0090 0.0090 0.0000 9.8179 9.8179
1918o 6.0478 3.2205 110.0000 19.0000 10.0404 10.0404 8.1000 0.6440 0.6440 0.1000 10.6844 10.6844
1817o 3.2205 3.1339 22.0000 19.0000 15.0932 15.0932 8.1000 1.6343 1.6343 0.1000 16.7275 16.7275
1009o 4.6101 3.5209 50.0000 7.5000 5.3533 5.3533 5.0000 0.3533 0.3533 0.0000 5.7067 5.7067
0706o 5.0312 4.5632 30.0000 7.5000 6.1142 6.1142 5.0000 1.1142 1.1142 0.0000 7.2284 7.2284
0604o 4.5632 2.8629 57.0000 7.5000 6.5138 6.5138 5.0000 1.5138 1.5138 0.0000 8.0276 8.0276
0504o 4.3230 2.8495 63.0000 7.5000 5.8469 5.8469 5.0000 0.8469 0.8469 0.0000 6.6937 6.6937
0403o 2.8495 2.0399 20.0000 9.9000 9.8065 9.8065 9.8000 0.0065 0.0065 0.0000 9.8129 9.8129
0302o 1.9790 1.9334 10.0000 37.0000 10.2592 10.2592 8.0000 16.0082 16.0082 0.0000 26.2674 26.2674
14a14bo 3.1085 2.8342 10.0000 28.0000 24.1086 24.1086 8.0000 28.0350 28.0350 8.0000 52.1436 52.1436
*=========================================================*
| Table E15 - SPREADSHEET INFO LIST |
| Conduit Flow and Junction Depth Information for use in |
| spreadsheets. The maximum values in this table are the |
| true maximum values because they sample every time step.|
| The values in the review results may only be the |
| maximum of a subset of all the time steps in the run. |
| Note: These flows are only the flows in a single barrel.|
*=========================================================*
Conduit Maximum Total Maximum Maximum ## Junction Invert Maximum
Name Flow Flow Velocity Volume ## Name Elevation Elevation
(cms) (m^3) (m/s) (m^3) ## (m) (m)
--------------- ---------- ---------- ---------- ---------- ## ---------------- --------- ---------
5453 0.1133 175.6116 0.1781 0.7188 ## N54 8.9000 8.9231
5047 0.3651 689.8377 0.4992 3.0990 ## N53 8.5000 8.5235
5114b 0.1143 118.2899 0.4562 1.6355 ## N52 7.0000 7.0320
4342 0.1160 172.1211 0.1852 0.5182 ## N38 5.0000 6.0929
3736 0.1323 182.4930 0.7438 16.1635 ## N51 3.8000 4.8268
3534 1.0709 746.0005 0.7734 13.8286 ## N48 3.6000 4.6541
3422 1.0601 754.8888 0.6371 21.4015 ## N50 4.7000 5.7575
3130 0.1990 264.7736 0.3738 8.2074 ## N47 3.6000 4.6972
3024 0.4523 1501.3290 2.9550 8.0749 ## N46 3.0000 4.1063
3036 0.7685 11.5865 0.2937 47.8210 ## N45 2.5000 3.6547
2827 0.2293 311.7737 1.0456 0.5557 ## N43 9.2000 9.2216
2726 0.4117 260.3405 0.2482 21.5982 ## N42 7.3000 7.3282
2629 0.4053 320.2541 0.3644 47.0855 ## N37 7.0000 7.0680
2930 0.7515 836.3139 0.8793 18.1786 ## N36 4.4700 5.8590
2725 0.2606 605.0335 2.4291 3.3398 ## N35 3.2000 4.3436
2524 0.2509 601.2609 2.4493 5.8742 ## N34 4.1000 4.2391
2422 0.6539 2108.3350 2.3036 11.2324 ## N31 7.5000 7.5236
L575 0.4181 478.0473 0.5190 13.1811 ## N30 4.2000 5.8642
2117 0.1966 269.8356 0.4175 15.5446 ## N29 6.4000 6.5416
1714B 1.1813 361.7726 0.3532 94.3384 ## N28 8.3000 8.3813
1716 2.0587 5486.5522 2.3703 26.0933 ## N27 5.3500 6.7303
1615 1.2168 3833.2075 2.7373 12.4756 ## N26 6.5000 6.7170
1614A 0.8467 1655.6805 1.9090 4.6313 ## N25 4.8700 5.6996
4514B 0.7956 1071.4688 0.9965 18.1846 ## N24 2.5900 4.1772
4515 0.1781 718.4508 2.4938 2.2226 ## N23 4.7000 4.8283
1502 1.3676 4554.0546 2.6851 49.2270 ## N22 1.8600 3.6188
14A13 -2.6477 -3224.8118 -0.5483 43.8127 ## N21 2.0000 3.1339
1312 2.6561 3231.5949 0.5135 73.8225 ## N20 6.0000 7.0280
1211 2.5203 3211.5102 0.3243 293.0523 ## N19 4.5000 6.0478
1103 2.6853 3884.0967 0.3893 242.0123 ## N18 1.9000 3.2205
0912 0.0569 15.4912 0.0371 29.3624 ## N17 1.7500 3.1339
0908 0.1340 265.3488 1.2008 5.5968 ## N16 1.3400 3.1430
0811 0.1683 70.3591 0.2511 19.3375 ## N15 1.2100 2.4530
0804 0.2409 460.7824 1.5054 8.1243 ## N14B 1.8000 3.1085
0201 4.9640 11049.1246 1.3661 57.8688 ## N14A 1.6000 2.8342
5248 0.1963 364.4303 0.3241 0.3854 ## N13 1.8600 2.6624
4845 0.2916 525.5889 0.3085 8.2769 ## N12 1.6800 2.4699
4250 0.2525 412.7949 0.1588 3.3778 ## N11 1.3400 2.2942
5338 0.1254 194.7370 0.2064 4.3864 ## N10 3.6000 4.6101
3851 0.0000 0.0000 0.0000 0.0583 ## N9 2.5000 3.5209
4746o 0.3294 306.7323 0.9515 1.5596 ## N8 2.0000 3.0453
4746u 0.1015 680.7036 1.4460 2.4028 ## N7 4.0000 5.0312
4645o 0.3311 320.0738 0.5890 6.5492 ## N6 3.5000 4.5632
4645u 0.0991 668.2042 1.3788 3.2691 ## N5 3.3000 4.3230
3836o 0.1960 452.3911 0.1166 45.5013 ## N4 1.7000 2.8495
3635o 1.0430 688.4080 0.5868 5.1833 ## N3 1.1000 1.9790
2217o 0.8663 565.4704 1.0366 16.7925 ## N2 1.0500 1.9334
2217u 0.9954 2962.3637 2.2409 16.1931 ## N1 0.9300 1.8142
2019o 0.2306 66.8858 0.7759 0.5079 ##
2019u 0.4174 787.1996 2.6098 4.8407 ##
1918o 0.0528 9.0456 0.0651 5.8178 ##
1918u 0.8484 1528.0160 2.9740 15.9254 ##
1817o 0.7851 759.7993 0.5744 31.3744 ##
1817u 0.6143 1179.9720 2.1643 6.5182 ##
1009o 0.0174 1.9954 0.2209 0.0745 ##
1009u 0.1837 277.6246 1.6609 5.1813 ##
0706o 0.0979 46.4860 0.3453 1.0906 ##
0706u 0.0879 207.4948 1.2248 2.1549 ##
0604o 0.4407 273.1448 1.0713 0.8678 ##
0604u 0.3054 787.2259 2.7442 4.0722 ##
0504o 0.0702 17.8522 0.4344 0.4329 ##
0504u 0.1309 252.1690 1.8303 3.2559 ##
0403o 0.2487 52.0826 0.5611 0.4369 ##
0403u 1.1552 2273.9099 2.6268 9.2533 ##
0302o 1.7609 1053.0388 0.6085 28.3611 ##
0302u 0.7571 5174.7956 0.8399 26.7961 ##
14a14bo 1.8869 1220.3649 0.3880 46.2277 ##
14a14bu 0.1363 346.4918 1.9040 0.7209 ##
FREE # 1 4.9826 11049.3992 0.0000 0.0000 ##
*====================================================*
| Table E15a - SPREADSHEET REACH LIST |
| Peak flow and Total Flow listed by Reach or those |
| conduits or diversions having the same |
| upstream and downstream nodes. |
*====================================================*
Upstream Downstream Maximum Total
Node Node Flow Flow
(cms) (m^3)
--------------- ---------------- ---------- ---------
N54 N52 0.1133 175.6116
N50 N47 0.3651 689.8377
N51 N14B 0.1143 118.2899
N43 N42 0.1160 172.1211
N37 N30 0.1323 182.4930
N35 N34 1.0709 746.0005
N34 N22 1.0601 754.8888
N31 N30 0.1990 264.7736
N30 N24 0.4523 1501.3290
N30 N36 0.7685 11.5865
N28 N27 0.2293 311.7737
N27 N26 0.4117 260.3405
N26 N29 0.4053 320.2541
N29 N30 0.7515 836.3139
N27 N25 0.2606 605.0335
N25 N24 0.2509 601.2609
N24 N22 0.6539 2108.3350
N23 N22 0.4181 478.0473
N21 N17 0.1966 269.8356
N17 N14B 1.1813 361.7726
N17 N16 2.0587 5486.5522
N16 N15 1.2168 3833.2075
N16 N14A 0.8467 1655.6805
N45 N14B 0.7956 1071.4688
N45 N15 0.1781 718.4508
N15 N2 1.3676 4554.0546
N13 N14A 2.6477 3224.8118
N13 N12 2.6561 3231.5949
N12 N11 2.5203 3211.5102
N11 N3 2.6853 3884.0967
N9 N12 0.0569 15.4912
N9 N8 0.1340 265.3488
N8 N11 0.1683 70.3591
N8 N4 0.2409 460.7824
N2 N1 4.9640 11049.1246
N52 N48 0.1963 364.4303
N48 N45 0.2916 525.5889
N42 N50 0.2525 412.7949
N53 N38 0.1254 194.7370
N47 N46 0.5319 987.4359
N46 N45 0.5258 988.2779
N38 N36 0.1960 452.3911
N36 N35 1.0430 688.4080
N22 N17 1.8209 3527.8341
N20 N19 0.5417 854.0854
N19 N18 0.9011 1537.0616
N18 N17 1.0827 The text continues on section 5.