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e10y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:48.
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 72.4000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 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 1872 540 N52#1 2424 540
N52#2 3932 1080 N48#1 2424 540 N48#2 1876 540
N43#1 1884 540 N43#2 1880 540 N42#1 2424 540
N42#2 1872 540 N50#1 2424 540 N50#2 1876 540
N47#1 1920 540 N47#2 3756 1080 N45#1 1924 540
N45#2 3760 1080 N53#1 1704 540 N53#2 1880 540
N38#1 1896 540 N38#2 1868 540 N37#1 1896 540
N37#2 3800 1080 N31#1 1896 540 N31#2 3804 1080
N28#1 1896 540 N28#2 3804 1080 N27#1 1888 540
N27#2 3748 1080 N35#1 1916 540 N35#2 1916 540
N23#1 1892 540 N23#2 3812 1080 N22#1 1888 540
N22#2 1880 540 N21#1 1884 540 N21#2 3792 1080
N20#1 1840 540 N20#2 1724 540 N19#1 1904 540
N19#2 3716 1080 N18#1 1880 540 N18#2 3748 1080
N17#1 1904 540 N17#2 3828 1080 N10#1 1896 540
N10#2 1868 540 N8#1 1892 540 N8#2 1848 540
N7#1 1892 540 N7#2 1852 540 N6#1 1872 540
N6#2 1784 540 N5#1 1892 540 N5#2 1860 540
N4#1 1892 540 N4#2 1848 540 N11#1 1788 540
N11#2 3756 1080 N2#1 1884 540 N2#2 3764 1080
N26#1 1884 540 N26#2 1840 540 N29#1 1904 540
N29#2 3768 1080 N30#1 1904 540 N30#2 3816 1080
N36#1 1900 540 N36#2 3800 1080 N51#1 2424 540
N51#2 1884 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 72.4000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 9.713908E+03 72.400
Total Infiltration 1.506806E+02 1.123
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 9.565204E+03 71.292
Total Water remaining in Surface Storage 3.637072E+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......... 9.719522E+03 72.442
Total Precipitation + Initial Storage. 9.713908E+03 72.400
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0578
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 9.565204E+03 71.292
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 9.561881E+03 71.267
Initial Storage + Inflow.................... 9.565204E+03 71.292
Final Storage + Outflow + Diverted GW....... 9.561881E+03 71.267
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0348
##################################################
# 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).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.44526 0.00000 70.45104 0.00000 70.45177
Total Losses (mm)...... 0.00000 1.93245 0.00000 1.93033 0.00000 1.93003
Remaining Depth (mm)... 0.00000 0.02229 0.00000 0.01864 0.00000 0.01819
Peak Runoff Rate (cms). 0.00000 0.10738 0.00000 0.10456 0.00000 0.10019
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.49105 0.00000 72.41443 72.52132 72.41422 0.00000
Peak Runoff Rate (cms). 0.00056 0.00000 0.00056 0.01129 0.00056 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.49105 0.00000 72.41443 72.52132 72.41422 0.00000
Peak Runoff Rate (cms). 0.00056 0.00002 0.00056 0.01129 0.00056 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 72.49105 70.44526 72.41443 70.63736 72.41422 70.45177
Peak Runoff Rate (cms). 0.00056 0.10738 0.00056 0.11585 0.00056 0.10019
Unit Runoff (mm/hr).... 203.06734 183.86134 203.24087 187.73818 203.24087 186.50349
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).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.45558 0.00000 70.44228 0.00000 70.44981
Total Losses (mm)...... 0.00000 1.92842 0.00000 1.93342 0.00000 1.93080
Remaining Depth (mm)... 0.00000 0.01600 0.00000 0.02430 0.00000 0.01938
Peak Runoff Rate (cms). 0.00000 0.10774 0.00000 0.14542 0.00000 0.15501
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.42698 0.00000 72.41760 0.00000 72.42567 0.00000
Peak Runoff Rate (cms). 0.00053 0.00000 0.00056 0.00000 0.00056 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.42698 0.00000 72.41760 0.00000 72.42567 0.00000
Peak Runoff Rate (cms). 0.00053 0.00001 0.00056 0.00002 0.00056 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 72.42698 70.45558 72.41760 70.44228 72.42567 70.44981
Peak Runoff Rate (cms). 0.00053 0.10774 0.00056 0.14542 0.00056 0.15501
Unit Runoff (mm/hr).... 191.57418 188.03297 203.24086 182.65213 203.54915 185.70945
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).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.41442 0.00000 70.42233 0.00000 70.45453
Total Losses (mm)...... 0.00000 1.93978 0.00000 1.93837 0.00000 1.92888
Remaining Depth (mm)... 0.00000 0.04581 0.00000 0.03930 0.00000 0.01659
Peak Runoff Rate (cms). 0.00000 0.12813 0.00000 0.12005 0.00000 0.12042
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.50114 72.48261 72.50493 72.48653 72.24639 0.00000
Peak Runoff Rate (cms). 0.02015 0.03319 0.01847 0.03060 0.00038 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.50114 72.48261 72.50493 72.48653 72.24639 0.00000
Peak Runoff Rate (cms). 0.02015 0.03319 0.01847 0.03060 0.00038 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) 72.50114 70.78669 72.50493 70.79389 72.24639 70.45453
Peak Runoff Rate (cms). 0.02015 0.16132 0.01847 0.15065 0.00038 0.12042
Unit Runoff (mm/hr).... 203.18775 177.45138 203.20952 179.88441 137.85383 187.61232
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).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.44073 0.00000 70.45971 0.00000 70.46157
Total Losses (mm)...... 0.00000 1.93390 0.00000 1.92648 0.00000 1.92554
Remaining Depth (mm)... 0.00000 0.02537 0.00000 0.01381 0.00000 0.01289
Peak Runoff Rate (cms). 0.00000 0.12536 0.00000 0.04754 0.00000 0.07232
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.44244 0.00000 72.44603 72.48805 72.44601 72.48980
Peak Runoff Rate (cms). 0.02333 0.00000 0.04909 0.02181 0.07199 0.03306
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.44244 0.00000 72.44603 72.48805 72.44601 72.48980
Peak Runoff Rate (cms). 0.02333 0.00066 0.04909 0.02181 0.07199 0.03306
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 72.44244 70.44073 72.44603 71.06822 72.44601 71.07004
Peak Runoff Rate (cms). 0.02333 0.12536 0.04909 0.06935 0.07199 0.10538
Unit Runoff (mm/hr).... 196.97024 182.02678 197.99362 193.66209 197.98657 194.17442
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N28#1 N28#2 N27#1 N27#2 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).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.45914 0.00000 70.42566 0.00000 70.51504
Total Losses (mm)...... 0.00000 1.92676 0.00000 1.93769 0.00000 1.88352
Remaining Depth (mm)... 0.00000 0.01410 0.00000 0.03665 0.00000 0.00144
Peak Runoff Rate (cms). 0.00000 0.08885 0.00000 0.14661 0.00000 0.01162
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.44632 72.49687 72.43201 72.45554 72.48086 0.00000
Peak Runoff Rate (cms). 0.08294 0.03176 0.11139 0.08975 0.02793 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.44632 72.49687 72.43201 72.45554 72.48086 0.00000
Peak Runoff Rate (cms). 0.08294 0.03176 0.11139 0.08975 0.02793 0.00079
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 72.44632 70.96857 72.43201 71.13612 72.48086 70.51504
Peak Runoff Rate (cms). 0.08294 0.12061 0.11139 0.23636 0.02793 0.01162
Unit Runoff (mm/hr).... 198.07112 192.86453 193.46880 184.51354 202.77605 200.83048
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).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.48712 0.00000 70.45759 0.00000 70.46795
Total Losses (mm)...... 0.00000 1.90836 0.00000 1.92750 0.00000 1.92198
Remaining Depth (mm)... 0.00000 0.00452 0.00000 0.01491 0.00000 0.01007
Peak Runoff Rate (cms). 0.00000 0.14507 0.00000 0.11080 0.00000 0.07884
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.43684 72.47704 72.43265 0.00000 72.42698 72.45752
Peak Runoff Rate (cms). 0.00054 0.18141 0.00053 0.00000 0.00053 0.10026
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.43684 72.47704 72.43265 0.00000 72.42698 72.45752
Peak Runoff Rate (cms). 0.00054 0.18141 0.00053 0.00002 0.00053 0.10026
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 72.43684 71.58158 72.43265 70.45759 72.42698 71.56221
Peak Runoff Rate (cms). 0.00054 0.32648 0.00053 0.11080 0.00053 0.17910
Unit Runoff (mm/hr).... 195.17480 200.53060 193.70181 188.82804 191.57418 197.01034
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).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.29727 0.00000 70.40365 0.00000 70.40473
Total Losses (mm)...... 0.00000 1.94907 0.00000 1.94138 0.00000 1.94124
Remaining Depth (mm)... 0.00000 0.15366 0.00000 0.05497 0.00000 0.05403
Peak Runoff Rate (cms). 0.00000 0.12004 0.00000 0.21276 0.00000 0.17957
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.38106 0.00000 72.45588 72.44587 72.42203 72.50351
Peak Runoff Rate (cms). 0.34895 0.00000 0.06840 0.13494 0.04702 0.02407
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.38106 0.00000 72.45588 72.44587 72.42203 72.50351
Peak Runoff Rate (cms). 0.34895 0.00988 0.06840 0.13494 0.04702 0.02407
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 72.38106 70.29727 72.45588 71.11843 72.42203 70.61461
Peak Runoff Rate (cms). 0.34895 0.12004 0.06840 0.34769 0.04702 0.20364
Unit Runoff (mm/hr).... 173.76082 139.21753 200.23412 178.52050 189.63263 171.91021
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).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.43973 0.00000 70.44007 0.00000 70.43099
Total Losses (mm)...... 0.00000 1.93419 0.00000 1.93410 0.00000 1.93651
Remaining Depth (mm)... 0.00000 0.02607 0.00000 0.02583 0.00000 0.03250
Peak Runoff Rate (cms). 0.00000 0.04953 0.00000 0.05508 0.00000 0.04908
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.45908 72.51789 72.44247 0.00000 72.43787 0.00000
Peak Runoff Rate (cms). 0.01493 0.00616 0.12481 0.00000 0.11850 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.45908 72.51789 72.44247 0.00000 72.43787 0.00000
Peak Runoff Rate (cms). 0.01493 0.00616 0.12481 0.00353 0.11850 0.00336
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 72.45908 70.64755 72.44247 70.44007 72.43787 70.43099
Peak Runoff Rate (cms). 0.01493 0.05569 0.12481 0.05508 0.11850 0.04908
Unit Runoff (mm/hr).... 200.78644 183.78687 196.97784 181.76131 195.52217 178.14946
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... 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).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.43199 0.00000 70.38038 0.00000 70.43719
Total Losses (mm)...... 0.00000 1.93627 0.00000 1.94400 0.00000 1.93492
Remaining Depth (mm)... 0.00000 0.03174 0.00000 0.07562 0.00000 0.02789
Peak Runoff Rate (cms). 0.00000 0.04820 0.00000 0.13040 0.00000 0.05125
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.43651 0.00000 72.41071 0.00000 72.44031 0.00000
Peak Runoff Rate (cms). 0.11285 0.00000 0.35030 0.00000 0.12168 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.43651 0.00000 72.41071 0.00000 72.44031 0.00000
Peak Runoff Rate (cms). 0.11285 0.00320 0.35030 0.00992 0.12168 0.00345
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 72.43651 70.43199 72.41071 70.38038 72.44031 70.43719
Peak Runoff Rate (cms). 0.11285 0.04820 0.35030 0.13040 0.12168 0.05125
Unit Runoff (mm/hr).... 195.06258 178.54251 185.09631 160.46584 196.31325 180.60405
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).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.43062 0.00000 70.40901 0.00000 70.41426
Total Losses (mm)...... 0.00000 1.93659 0.00000 1.94063 0.00000 1.93980
Remaining Depth (mm)... 0.00000 0.03279 0.00000 0.05037 0.00000 0.04594
Peak Runoff Rate (cms). 0.00000 0.09513 0.00000 0.34541 0.00000 0.14058
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.43614 0.00000 72.34679 72.51285 72.42698 72.50723
Peak Runoff Rate (cms). 0.24380 0.00000 0.00045 0.03592 0.00053 0.01847
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.43614 0.00000 72.34679 72.51285 72.42698 72.50723
Peak Runoff Rate (cms). 0.24380 0.00690 0.00045 0.03592 0.00053 0.01847
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 72.43614 70.43062 72.34679 70.57731 72.42698 70.62356
Peak Runoff Rate (cms). 0.24380 0.09513 0.00045 0.38133 0.00053 0.15905
Unit Runoff (mm/hr).... 194.93531 178.00404 162.43660 172.59798 191.57418 174.96055
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... 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).... 72.40000 72.40000 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.41260 0.00000 70.43836 0.00000 70.46978
Total Losses (mm)...... 0.00000 1.94007 0.00000 1.93459 0.00000 1.92086
Remaining Depth (mm)... 0.00000 0.04733 0.00000 0.02705 0.00000 0.00935
Peak Runoff Rate (cms). 0.00000 0.01651 0.00000 0.14466 0.00000 0.05793
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.42715 0.00000 72.45368 72.45239 72.45858 72.50307
Peak Runoff Rate (cms). 0.01214 0.00000 0.07266 0.11543 0.05087 0.02252
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.42715 0.00000 72.45368 72.45239 72.45858 72.50307
Peak Runoff Rate (cms). 0.01214 0.00034 0.07266 0.11543 0.05087 0.02252
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 72.42715 70.41260 72.45368 71.28426 72.45858 71.01877
Peak Runoff Rate (cms). 0.01214 0.01651 0.07266 0.26009 0.05087 0.08045
Unit Runoff (mm/hr).... 191.63815 171.21785 199.80760 188.82882 200.70456 196.00341
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).... 72.40000 72.40000 72.40000 72.40000
Max Intensity (mm/hr).. 201.56160 201.56160 201.56160 201.56160
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.45773 0.00000 70.46104
Total Losses (mm)...... 0.00000 1.92744 0.00000 1.92581
Remaining Depth (mm)... 0.00000 0.01483 0.00000 0.01315
Peak Runoff Rate (cms). 0.00000 0.06457 0.00000 0.07491
Total Impervious Area
---------------------
Total Runoff Depth (mm) 72.44700 72.49175 72.41411 0.00000
Peak Runoff Rate (cms). 0.05734 0.02568 0.00056 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 72.44700 72.49175 72.41411 0.00000
Peak Runoff Rate (cms). 0.05734 0.02568 0.00056 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) 72.44700 71.00691 72.41411 70.46104
Peak Runoff Rate (cms). 0.05734 0.09025 0.00056 0.07491
Unit Runoff (mm/hr).... 198.25043 192.71551 203.24087 190.17028
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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200.000 = ##### =
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150.000 = # # =
| ###### # # |
| # # # # |
RAINFALL | # # # # |
| # # # # |
IN | # # # # |
| # # # # |
MM/HR | # # # # |
| # # # # |
| # ##### # |
100.000 = # # =
| # # |
| # ##### |
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50.000 = # ##### =
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| # ###### |
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# ######### |
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# ##### |
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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
=====================================================
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
=====================================================
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
=====================================================
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 140.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.9945 7.4861 0.0000
N51 3.2804 8.2010 35.0000
N48 2.9344 7.3360 40.0000
N50 2.8378 7.0946 65.0000
N47 1.1736 2.9339 520.0000
N46 1.2516 3.1291 17695.0000
N45 1.1369 2.8422 35.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 2.6897 6.7243 25.0000
N35 3.6906 9.2266 5.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 0.6010 1.5024 215.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 1.9401 4.8502 340.0000
N26 50.0000 50.0000 0.0000
N25 2.2014 5.5034 25.0000
N24 0.5729 1.4323 15.0000
N23 36.5477 50.0000 0.0000
N22 0.9219 2.3048 630.0000
N21 2.3747 5.9367 100.0000
N20 0.9466 2.3665 45.0000
N19 0.6818 1.7046 225.0000
N18 1.3398 3.3494 30.0000
N17 1.0340 2.5850 5.0000
N16 3.1872 7.9679 35.0000
N15 7.0100 17.5250 0.0000
N14B 0.7074 1.7685 645.0000
N14A 18.7177 46.7942 0.0000
N13 30.3406 50.0000 0.0000
N12 21.9218 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N10 2.0594 5.1484 80.0000
N9 1.6189 4.0472 455.0000
N8 0.7564 1.8909 10.0000
N7 1.4020 3.5049 70.0000
N6 1.5719 3.9297 15.0000
N5 1.5747 3.9368 100.0000
N4 1.3613 3.4033 0.0000
N3 31.4023 50.0000 0.0000
N2 29.0864 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 6.9167 0.0006 0.0234 Normal Soln
5047 36.6699 36.6699 50.0000 0.0000 0.0068 0.2252 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0377 0.0641 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0006 0.0194 Normal Soln
3736 37.3385 37.3385 50.0000 0.0000 0.0015 0.0174 Normal Soln
3534 5.9079 5.9079 15.2258 0.0000 0.0098 0.2467 Normal Soln
3422 23.8979 23.8979 50.0000 0.0000 0.0119 0.2342 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 -0.0020 0.0299 Normal Soln
3024 7.3767 7.3767 17.2655 0.0000 -0.0113 2.2807 Normal Soln
3036 12.9393 12.9393 50.0000 0.0000 0.0084 0.2915 Normal Soln
2827 30.7986 30.7986 49.6264 0.0000 0.0015 0.0283 Normal Soln
2726 8.6171 8.6171 50.0000 0.0000 0.0079 0.0394 Normal Soln
2629 35.1585 35.1585 50.0000 0.0000 0.0018 0.2544 Normal Soln
2930 30.6712 30.6712 50.0000 0.0000 0.0036 0.1047 Normal Soln
2725 4.9625 4.9625 12.4838 0.0000 0.0051 2.3934 Normal Soln
2524 14.6221 14.6221 32.7239 0.0000 -0.0051 2.0303 Normal Soln
2422 6.3452 6.3452 16.9758 0.0000 0.0269 1.9984 Normal Soln
L575 47.8150 47.8150 50.0000 0.0000 -0.0059 0.1679 Normal Soln
2117 8.8416 8.8416 23.3958 0.0000 -0.0033 0.0539 Normal Soln
1714B 22.7474 22.7474 50.0000 0.0000 0.0056 0.2354 Normal Soln
1716 4.6302 4.6302 12.6922 0.0000 -0.0231 1.4590 Normal Soln
1615 3.9225 3.9225 9.8645 0.0000 0.0085 3.4458 Normal Soln
1614A 1.7763 1.7763 5.2549 22.9167 -0.0115 3.2363 Normal Soln
4514B 14.8940 14.8940 24.7453 0.0000 -0.0061 0.0505 Normal Soln
4515 5.6708 5.6708 12.8220 0.0000 -0.0043 2.1151 Normal Soln
1502 15.1789 15.1789 33.7276 0.0000 0.0125 4.5520 Normal Soln
14A13 4.1143 4.1143 20.6979 0.0000 -0.0125 0.2159 Normal Soln
1312 6.2463 6.2463 29.9062 0.0000 0.0119 0.2223 Normal Soln
1211 16.7971 16.7971 50.0000 0.0000 0.0081 0.1542 Normal Soln
1103 15.6727 15.6727 50.0000 0.0000 -0.0059 0.1064 Normal Soln
0912 31.4527 31.4527 50.0000 0.0000 -0.0009 0.0096 Normal Soln
0908 11.4295 11.4295 41.7704 0.0000 0.0020 2.2002 Normal Soln
0811 41.1510 41.1510 50.0000 0.0000 0.0027 0.0435 Normal Soln
0804 10.9197 10.9197 34.5822 0.0000 0.0043 3.0212 Normal Soln
0201 3.0585 3.0585 7.3207 302.4167 -0.2323 0.1208 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0008 0.0504 Normal Soln
4845 49.8271 49.8271 50.0000 0.0000 0.0022 0.1951 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0011 0.0372 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0008 0.0246 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 16.0711 16.0711 28.0554 0.0000 -0.0036 0.0286 Normal Soln
4746u 5.3372 5.3372 17.3493 0.0000 -0.0028 1.7828 Normal Soln
4645o 24.7229 24.7229 50.0000 0.0000 0.0025 0.0314 Normal Soln
4645u 7.0200 7.0200 23.9336 0.0000 0.0057 2.7167 Normal Soln
3836o 31.9945 31.9945 50.0000 0.0000 0.0009 0.0332 Normal Soln
3635o 18.3863 18.3863 39.2584 0.0000 0.0163 0.0390 Normal Soln
2217o 18.2480 18.2480 33.7716 0.0000 0.0058 0.0665 Normal Soln
2217u 5.6054 5.6054 15.5732 0.0000 -0.0583 3.9765 Normal Soln
2019o 26.3499 26.3499 43.6579 0.0000 0.0127 0.0238 Normal Soln
2019u 5.1556 5.1556 11.5782 0.0000 0.0062 1.6347 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 16.1798 16.1798 37.1928 0.0000 0.0112 2.0498 Normal Soln
1817o 14.7854 14.7854 38.3056 0.0000 0.0071 0.1481 Normal Soln
1817u 4.0038 4.0038 10.2892 0.0000 -0.0171 3.7244 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 10.5109 10.5109 30.4798 0.0000 0.0020 1.7509 Normal Soln
0706o 33.6980 33.6980 50.0000 0.0000 -0.0014 0.0231 Normal Soln
0706u 6.8070 6.8070 24.5486 0.0000 -0.0023 1.8402 Normal Soln
0604o 34.4219 34.4219 50.0000 0.0000 0.0024 0.0704 Normal Soln
0604u 9.6792 9.6792 20.7203 0.0000 0.0036 2.2368 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0014 0.0094 Normal Soln
0504u 12.5116 12.5116 34.0271 0.0000 0.0025 2.1932 Normal Soln
0403o 25.2116 25.2116 50.0000 0.0000 0.0019 0.0156 Normal Soln
0403u 3.3692 3.3692 7.5557 0.0000 -0.0104 1.2574 Normal Soln
0302o 9.7869 9.7869 30.4536 0.0000 -0.0032 0.2369 Normal Soln
0302u 2.7437 2.7437 11.9397 0.0000 -0.0089 0.5870 Normal Soln
14a14bo 8.2709 8.2709 26.2672 0.0000 0.0104 0.0245 Normal Soln
14a14bu 1.9094 1.9094 5.2413 27.7500 -0.0082 2.7553 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/ 0.46 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.15 /
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/ 0.23 / 5114b/ 0.05 /
4342/ 0.26 / 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/ 0.47 / 2930/ 0.21 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.03 / 1714B/ 1.68 / 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/ 0.05 / 0908/ 0.15 / 0811/ 0.02 /
0804/ 0.18 / 0201/ 0.28 / 5248/ 0.32 /
4845/ 0.23 / 4250/ 0.36 / 5338/ 1.89 /
3851/ 0.03 / 4746o/ 0.04 / 4746u/ 0.12 /
4645o/ 0.04 / 4645u/ 0.12 / 3836o/ 3.28 /
3635o/ 0.00 / 2217o/ 0.44 / 2217u/ 0.29 /
2019o/ 0.09 / 2019u/ 0.18 / 1918o/ 0.11 /
1918u/ 0.24 / 1817o/ 0.24 / 1817u/ 0.24 /
1009o/ 0.03 / 1009u/ 0.15 / 0706o/ 0.05 /
0706u/ 0.12 / 0604o/ 0.11 / 0604u/ 0.15 /
0504o/ 0.26 / 0504u/ 0.12 / 0403o/ 0.05 /
0403u/ 0.29 / 0302o/ 0.08 / 0302u/ 1.50 /
14a14bo/ 0.01 / 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/ 1.05 / N47/ 1.09 / N46/ 1.10 /
N45/ 1.14 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.06 / N36/ 1.38 / N35/ 1.11 /
N34/ 0.11 / N31/ 0.02 / N30/ 1.65 /
N29/ 0.13 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.20 / N25/ 0.81 / N24/ 1.55 /
N23/ 0.12 / N22/ 1.71 / N21/ 1.09 /
N20/ 1.02 / N19/ 1.50 / N18/ 1.31 /
N17/ 1.34 / N16/ 1.76 / N15/ 1.15 /
N14B/ 1.28 / N14A/ 1.12 / N13/ 0.73 /
N12/ 0.68 / N11/ 0.87 / N10/ 0.95 /
N9/ 1.02 / N8/ 1.04 / N7/ 1.03 /
N6/ 1.05 / N5/ 1.02 / N4/ 1.12 /
N3/ 0.81 / N2/ 0.79 / N1/ 0.79 /
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/ 2.92 / 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/ 0.12 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.06 / 1502/ 0.46 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.18 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.15 / 5248/ 0.07 /
4845/ 0.11 / 4250/ 0.08 / 5338/ 0.59 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.51 /
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/ 0.32 /
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........ 7908
Total number of time steps during simulation.... 5750
Ratio of actual # of time steps / NTCYC......... 1.331
Average number of iterations per time step...... 1.375
Average time step size(seconds)................ 3.757
Smallest time step size(seconds)................ 0.556
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.537
Average minimum implicit time step (sec)........ 1.554
Average minimum junction time step (sec)........ 1.554
Average Courant Factor Tf....................... 1.554
Number of times omega reduced................... 74
*=========================================================*
| 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 1.04 5955 0 6 0 0 0
N53 0 1.06 6098 0 5 0 0 0
N52 0 1.17 6726 0 8 0 0 0
N38 0 1.11 6376 0 4 0 0 0
N51 0 1.04 6004 1 28 1 1 0
N48 0 1.15 6606 1 22 1 0 0
N50 0 1.20 6900 1 28 1 1 0
N47 0 1.32 7587 0 7 0 0 0
N46 0 1.35 7763 1 8 0 0 0
N45 0 1.51 8672 3 18 5 0 0
N43 0 1.06 6079 0 6 0 0 0
N42 0 1.15 6600 0 6 0 0 0
N37 0 1.08 6204 0 6 0 0 0
N36 0 1.53 8826 0 10 2 0 0
N35 0 1.34 7694 1 7 0 0 0
N34 0 1.29 7433 0 12 1 0 0
N31 0 1.13 6505 0 13 1 0 0
N30 0 1.59 9166 3 12 3 0 0
N29 0 1.31 7518 0 6 0 0 0
N28 0 1.11 6393 0 7 0 0 0
N27 0 1.42 8164 2 21 1 0 0
N26 0 1.29 7439 0 5 0 0 0
N25 0 1.20 6894 0 11 1 0 0
N24 0 1.37 7872 1 9 0 0 0
N23 0 1.21 6970 0 7 0 0 0
N22 0 1.51 8681 11 18 2 0 0
N21 0 1.26 7263 0 17 1 0 0
N20 0 1.23 7047 1 22 2 0 0
N19 0 1.34 7703 0 9 0 0 0
N18 0 1.53 8819 1 8 0 0 0
N17 0 1.87 10755 4 13 3 0 0
N16 0 1.54 8875 1 13 6 0 0
N15 0 1.31 7547 0 7 0 0 0
N14B 0 1.79 10268 3 14 2 0 0
N14A 0 1.62 9287 1 13 6 0 0
N13 0 1.50 8646 0 7 0 0 0
N12 0 1.41 8123 0 6 0 0 0
N11 0 1.50 8605 0 10 1 0 0
N10 0 1.12 6449 0 5 0 0 0
N9 0 1.22 7031 2 15 2 0 0
N8 0 1.27 7298 0 12 1 0 0
N7 0 1.15 6620 1 16 1 0 0
N6 0 1.39 7981 5 19 1 0 0
N5 0 1.13 6478 1 7 0 0 0
N4 0 1.50 8640 4 14 3 0 0
N3 0 1.86 10717 3 16 3 0 0
N2 0 1.72 9912 0 8 0 0 0
N1 0 1.62 9293 22 23 24 0 0
Total number of iterations for all junctions.. 370482
Minimum number of possible iterations......... 276000
Efficiency of the simulation.................. 1.34
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 8.9218 0 25 0.0000 1.0782 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5222 0 25 0.0000 1.4778 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0299 0 27 0.0000 2.9701 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0865 0 30 0.0000 3.9135 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8192 0 25 0.0000 5.1808 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6486 0 26 0.0000 5.3514 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7522 0 27 0.0000 4.2478 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6872 0 25 0.0000 5.3128 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0955 0 26 0.0000 5.9045 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6409 0 30 0.0000 6.3591 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2205 0 25 0.0000 0.7795 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3264 0 26 0.0000 2.6736 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0643 0 25 0.0000 2.9357 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8493 0 27 0.0000 4.1507 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3121 0 27 0.0000 5.6879 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2080 0 28 0.0000 5.7920 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5217 0 25 0.0000 2.4783 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8508 0 27 0.0000 4.1492 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5307 0 25 0.0000 3.4693 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3771 0 25 0.0000 1.6229 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7263 0 25 0.0000 3.2737 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.6969 0 25 0.0000 3.3031 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6814 0 28 0.4364 4.3186 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1396 0 30 0.8296 5.8604 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8247 0 25 0.0000 5.1753 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.5725 0 30 0.0000 6.4275 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0888 0 28 0.0000 6.9112 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0213 0 25 0.0000 2.9787 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0046 0 25 0.0000 3.9954 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2081 0 26 0.0000 6.7919 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.0884 0 28 0.0000 6.9116 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1030 0 27 0.7030 6.8970 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.3584 0 31 0.3234 7.6416 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.0819 0 29 0.0000 6.9181 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.7193 0 30 0.0000 7.2807 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.5888 0 30 0.0000 7.4112 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.3643 0 32 0.0000 7.6357 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.2088 0 34 0.0000 7.7912 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.5514 0 25 0.0000 5.4486 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5158 0 25 0.0000 6.4842 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0392 0 25 0.0000 6.9608 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0262 0 25 0.0000 4.9738 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5543 0 25 0.0000 5.4457 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3164 0 25 0.0000 5.6836 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8243 0 25 0.0000 7.1757 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.9067 0 32 0.0000 8.0933 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.8403 0 32 0.0000 8.1597 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.7203 0 32 0.0000 8.2797 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 0.0970 0 25 0.1678 0 25 0.0117 8.9218 7.0299 .1089 .1497
5047 2.8812 1.4600 200.0000 0.3109 0 27 0.4884 0 19 0.1079 5.7522 4.6872 .2610 .4361
5114b 3.5733 1.8108 200.0000 0.0733 0 25 0.3771 0 23 0.0205 4.8192 3.0819 .0962 .4094
4342 10.3858 1.3631 200.0000 0.0996 0 25 0.1824 0 0 0.0096 9.2205 7.3264 .1024 .1322
3736 14.9983 3.6090 400.0000 0.1141 0 25 0.7387 0 13 0.0076 7.0643 5.8508 .1607 .8269
3534 5.8173 1.4765 400.0000 0.7065 0 27 0.6568 0 27 0.1215 4.3121 4.2080 .2803 .2699
3422 6.0122 1.5213 400.0000 0.6974 0 28 0.5482 0 27 0.1160 4.2080 3.5725 .2699 .4311
3130 13.5508 2.2744 300.0000 0.1725 0 25 0.3478 0 17 0.0127 7.5217 5.8508 .0723 .5026
3024 0.4621 2.9058 450.0000 0.4523 0 45 2.9539 0 46 0.9786 5.8508 4.1396 3.668 2.843
3036 6.7857 1.4251 400.0000 0.4803 0 26 0.2002 0 26 0.0708 5.8508 5.8493 .5769 .8232
2827 15.5945 3.7524 400.0000 0.1990 0 25 1.0078 0 25 0.0128 8.3771 6.7766 .1927 .1915
2726 18.5574 3.1124 300.0000 0.3257 0 25 0.1614 0 25 0.0175 6.7263 6.6969 .0877 .6564
2629 2.4524 0.5150 400.0000 0.3117 0 25 0.3338 0 25 0.1271 6.6969 6.5307 .4923 .3267
2930 11.6053 2.4373 400.0000 0.6074 0 25 0.8307 0 17 0.0523 6.5307 5.8508 .3267 .5769
2725 0.2218 2.0080 375.0000 0.2603 0 13 2.4031 0 12 1.1737 6.7263 5.6814 3.670 2.163
2524 0.2779 2.5163 375.0000 0.2537 0 13 2.4503 0 12 0.9127 5.6814 4.1396 2.163 3.412
2422 0.8401 2.9711 600.0000 0.6520 0 14 2.2974 0 14 0.7762 4.1396 3.5725 2.582 2.854
L575 4.4056 1.1111 300.0000 0.3407 0 26 0.4940 0 26 0.0773 4.8248 3.5725 .4158 .5748
2117 10.3655 2.0976 500.0000 0.1732 0 22 0.4274 0 22 0.0167 3.0888 3.0884 .1776 .2768
1714B 8.1188 0.9553 500.0000 0.4106 0 28 -0.3167 0 41 0.0506 3.0884 3.0819 .4768 .5638
1716 3.1532 3.6415 1050.000 2.0524 0 25 2.3637 0 25 0.6509 3.0884 3.1030 1.274 1.669
1615 0.7725 1.7486 750.0000 1.2167 0 26 2.7375 0 26 1.5750 3.1021 2.3583 2.349 1.531
1614A 0.7872 1.7819 750.0000 0.8439 0 24 1.9030 0 24 1.0720 3.1021 2.7193 1.936 1.492
4514B 28.0567 3.5017 450.0000 0.6108 0 25 0.9699 0 18 0.0218 3.6409 3.0819 .3130 .5153
4515 0.1942 2.7467 300.0000 0.1783 1 5 2.4966 1 5 0.9185 3.6409 2.3583 3.802 3.827
1502 0.6052 1.1322 825.0000 1.3690 0 25 2.6684 0 22 2.2619 2.3584 1.8403 1.392 .9580
14A13 16.6072 0.8411 1700.000 -1.7456 0 29 -0.4832 0 27 -0.1051 2.7193 2.5888 .5055 .5817
1312 15.7543 0.6101 1400.000 1.7375 0 30 0.4681 0 27 0.1103 2.5888 2.3643 .5206 .4888
1211 22.0747 0.6694 1700.000 1.7013 0 31 0.2797 0 30 0.0771 2.3643 2.2088 .4026 .5111
1103 34.9730 0.7240 2000.000 1.8519 0 34 0.3879 0 45 0.0530 2.2088 1.9067 .4344 .4034
0912 7.4604 1.8954 400.0000 0.0358 0 25 0.0283 0 25 0.0048 3.5158 2.3643 .0396 .9109
0908 0.1628 1.4741 375.0000 0.1336 0 22 1.1970 0 22 0.8208 3.5158 3.0392 2.708 2.771
0811 6.0914 1.5476 400.0000 0.1322 0 25 0.3143 0 24 0.0217 3.0392 2.2088 .0980 .5221
0804 0.2208 1.3886 450.0000 0.2317 0 30 1.4473 0 30 1.0490 3.0392 2.8243 2.309 2.498
0201 142.3584 2.9703 2000.000 4.0347 0 32 1.3661 0 44 0.0283 1.8403 1.7203 .3952 .3951
5248 8.1651 1.4277 200.0000 0.1679 0 27 0.3049 0 27 0.0206 7.0299 4.8230 .1497 .1149
4845 2.5500 1.2922 200.0000 0.2445 0 26 0.2998 0 13 0.0959 4.6486 3.6409 .2431 .7044
4250 11.5986 1.2184 200.0000 0.2157 0 26 0.1515 0 25 0.0186 7.3264 5.7522 .1322 .2610
5338 8.7547 1.3127 200.0000 0.1075 0 25 0.2843 0 0 0.0123 8.5222 6.0865 .1109 .4326
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0865 4.8192 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.2480 0 25 0.8912 0 25 0.0143 4.6872 4.0955 .2180 .2387
4746u 0.1498 2.1194 300.0000 0.1016 0 21 1.4416 0 11 0.6781 4.6872 4.0955 3.624 3.651
4645o 15.8729 2.3953 400.0000 0.2491 0 26 0.5827 0 25 0.0157 4.0955 3.6409 .2387 .3522
4645u 0.1105 1.5637 300.0000 0.0991 0 23 1.3788 0 23 0.8967 4.0955 3.6409 3.651 3.802
3836o 9.9729 2.0945 400.0000 0.1640 0 30 0.1120 0 5 0.0164 6.0865 5.8493 .2163 .8232
3635o 35.6736 2.3986 400.0000 0.6875 0 27 0.5111 0 27 0.0193 5.8493 5.2744 .1982 .1861
2217o 14.0423 2.7133 500.0000 0.4670 0 30 1.0366 0 34 0.0333 3.5724 3.1224 .3449 .3449
2217u 0.6241 1.4127 750.0000 0.9984 0 41 2.2485 0 41 1.5997 3.5724 3.0884 2.283 1.784
2019o 11.6942 3.9474 300.0000 0.1402 0 25 0.6874 0 25 0.0120 7.0213 6.0203 .0709 .0675
2019u 0.6375 4.0085 450.0000 0.4153 0 27 2.5953 0 27 0.6514 7.0213 6.0046 2.269 3.343
1918o 18.5045 3.0423 400.0000 0.0004 0 25 0.0005 0 25 0.0000 6.0046 3.2081 .0114 .5203
1918u 0.9440 3.3387 600.0000 0.8435 0 25 2.9576 0 25 0.8935 6.0046 3.2081 2.507 2.180
1817o 9.1593 1.0777 500.0000 0.6790 0 26 0.5744 0 27 0.0741 3.2081 3.1027 .4162 .3053
1817u 0.5070 1.7932 600.0000 0.6070 0 15 2.1382 0 15 1.1973 3.2081 3.0884 2.180 2.230
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.5508 3.5158 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1787 0 25 1.6404 0 12 0.7402 4.5508 3.5158 2.535 2.708
0706o 7.2322 2.5990 300.0000 0.0729 0 25 0.3121 0 25 0.0101 5.0262 4.5543 .0873 .1809
0706u 0.1248 1.7661 300.0000 0.0877 0 14 1.2221 0 14 0.7023 5.0262 4.5543 3.420 3.514
0604o 9.6606 3.5632 300.0000 0.3385 0 25 0.9924 0 25 0.0350 4.5543 2.8538 .1809 .1794
0604u 0.3116 2.8210 375.0000 0.3061 0 36 2.7511 0 36 0.9824 4.5543 2.8243 2.811 2.998
0504o 8.6316 3.1817 300.0000 0.0406 0 25 0.4139 0 24 0.0047 4.3164 2.8243 .0546 .0810
0504u 0.1541 2.1802 300.0000 0.1327 0 22 1.8516 0 22 0.8609 4.3164 2.8243 3.387 3.747
0403o 9.0589 2.2976 400.0000 0.0700 0 25 0.3392 0 25 0.0077 2.8243 2.0171 .0607 .0428
0403u 1.9283 4.3647 750.0000 1.1590 0 23 2.6470 0 23 0.6011 2.8243 1.9067 1.499 1.075
0302o 2.9365 0.3239 300.0000 0.3478 0 32 0.3284 0 32 0.1184 1.9067 1.8623 .2892 .1742
0302u 3.2556 3.6173 600.0000 0.7550 0 37 0.8375 0 37 0.2319 1.9067 1.8403 1.344 1.317
14a14bo 75.9084 3.3944 500.0000 0.9212 0 29 0.3809 0 25 0.0121 3.0819 2.7193 .1838 .4387
14a14bu 0.1368 1.9347 300.0000 0.1366 0 52 1.9079 0 52 0.9988 3.0819 2.7193 4.273 3.731
FREE # 1 Undefnd Undefnd Undefn 4.0347 0 32
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
5453 0.1667 359.8333 0.0000 0.0000 0.0167 0.5823 0.0043
5047 5.4167 29.2778 0.0000 325.3056 0.0667 0.6638 0.0324
5114b 6.7500 18.7361 0.0000 334.5139 0.0445 0.4431 0.0079
4342 0.1667 359.8333 0.0000 0.0000 0.0144 0.5721 0.0041
3736 0.1667 48.2250 0.0000 311.6083 0.1090 1.4703 0.0383
3534 6.1667 353.8333 0.0000 0.0000 0.1075 1.0776 0.0718
3422 6.1667 20.2778 0.0000 333.5556 0.1309 1.3211 0.0724
3130 0.1667 42.4028 0.0000 317.4306 0.0774 1.5530 0.0094
3024 0.1667 33.4023 0.0000 326.4310 0.1303 0.1639 3.3642
3036 11.2917 43.6111 305.0972 0.0000 0.1401 2.4267 0.0557
2827 0.1667 0.0000 0.0000 359.8333 0.0378 0.1976 0.0774
2726 335.9028 24.0972 0.0000 0.0000 0.1008 2.0317 0.0178
2629 0.2500 359.7500 0.0000 0.0000 0.0871 0.9346 0.0546
2930 0.2500 43.0972 0.0000 316.6528 0.0900 1.0536 0.1053
2725 0.1667 359.8333 0.0000 0.0000 0.1056 0.1139 2.1236
2524 0.1667 48.9306 0.0000 310.9028 0.1119 0.1147 2.0165
2422 0.1667 359.8333 0.0000 0.0000 0.1740 0.2906 3.3413
L575 0.1667 16.3056 0.0000 343.5278 0.0636 0.8837 0.0582
2117 3.9444 19.1667 0.0000 336.8889 0.1087 1.0908 0.0182
1714B 321.1944 19.9722 18.8333 0.0000 0.1149 2.5262 0.0512
1716 0.1667 355.6667 0.0000 4.1667 0.2938 0.8902 3.5964
1615 0.1667 359.8333 0.0000 0.0000 0.2280 0.4522 3.9598
1614A 6.6667 65.3333 288.0000 0.0000 0.2282 0.4610 2.3050
4514B 307.1667 33.8611 0.0000 18.9722 0.0839 1.5138 0.0933
4515 0.1667 359.8333 0.0000 0.0000 0.0840 0.0728 2.4474
1502 0.1667 359.8333 0.0000 0.0000 0.2317 0.5318 2.4787
14A13 96.4167 263.5833 0.0000 0.0000 0.3646 3.6893 0.4379
1312 96.3333 263.6667 0.0000 0.0000 0.3213 3.8637 0.3191
1211 8.6667 351.3333 0.0000 0.0000 0.3706 6.2016 0.2145
1103 0.1667 359.8333 0.0000 0.0000 0.3502 5.3565 0.2896
0912 353.4444 6.5556 0.0000 0.0000 0.1411 1.4771 0.0040
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.2149
0811 350.6111 7.7222 0.0000 1.6667 0.0819 0.8302 0.0139
0804 0.1667 359.8333 0.0000 0.0000 0.1284 0.1642 1.3014
0201 0.1667 359.8333 0.0000 0.0000 0.3533 4.1223 0.8724
5248 0.1667 0.0000 0.0000 359.8333 0.0186 0.5543 0.0080
4845 6.0833 52.6667 0.0000 301.2500 0.0866 0.8689 0.0260
4250 0.2500 354.5833 0.0000 5.1667 0.0289 1.4395 0.0059
5338 0.1667 354.5417 0.0000 5.2917 0.0414 1.4466 0.0040
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 329.4444 30.3889 0.0000 0.1667 0.0447 0.2823 0.0803
4746u 0.1667 359.8333 0.0000 0.0000 0.0843 0.0729 1.5362
4645o 327.8889 32.1111 0.0000 0.0000 0.0557 0.4721 0.0649
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 1.5274
3836o 5.5000 354.5000 0.0000 0.0000 0.0986 1.6466 0.0210
3635o 329.1944 0.0000 0.0000 30.8056 0.0345 1.3498 0.0391
2217o 339.5833 4.7500 0.0000 15.6667 0.0779 0.5222 0.1542
2217u 0.1667 359.8333 0.0000 0.0000 0.2131 0.4523 3.2700
2019o 355.6042 0.0000 0.0000 4.3958 0.0207 0.2040 0.0143
2019u 0.1667 359.8333 0.0000 0.0000 0.1350 0.1656 2.5751
1918o 358.6944 1.3056 0.0000 0.0000 0.0399 0.6872 0.0001
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.1574
1817o 332.6389 8.1389 0.0000 19.2222 0.0831 1.1891 0.1032
1817u 0.1667 359.8333 0.0000 0.0000 0.1825 0.2962 2.2003
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1139 1.5746
0706o 342.2778 17.7222 0.0000 0.0000 0.0330 0.2347 0.0125
0706u 0.1667 359.8333 0.0000 0.0000 0.0897 0.0728 1.2408
0604o 337.4722 0.0000 0.0000 22.5278 0.0448 0.3412 0.0536
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.6406
0504o 354.2500 3.2917 0.0000 2.4583 0.0180 0.1081 0.0075
0504u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0729 1.8359
0403o 356.0417 0.0000 0.0000 3.9583 0.0210 0.2065 0.0070
0403u 0.1667 359.8333 0.0000 0.0000 0.2270 0.4594 2.4188
0302o 342.3889 0.0000 0.0000 17.6111 0.0475 1.0592 0.0228
0302u 0.3333 359.6667 0.0000 0.0000 0.3109 0.9868 0.6646
14a14bo 338.1944 20.3611 0.0000 1.4444 0.0812 3.6933 0.0407
14a14bu 6.6667 353.3333 0.0000 0.0000 0.0839 0.0727 1.8939
*===========================================*
| 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 0.0071 153.2389 0.0003 0.9990 0.1778 0.0047 0.1396 2.7953
5047 0.0280 604.0690 0.0009 0.9814 1.0066 0.0150 0.1483 0.0350
5114b 0.0048 103.1541 0.0003 0.9762 0.9910 0.0064 0.0630 0.0350
4342 0.0069 150.0567 0.0003 0.9990 0.2109 0.0038 0.1247 2.7953
3736 0.0074 159.4642 0.0003 0.9990 0.9380 0.0254 0.3071 1.2424
3534 0.0217 468.9385 0.0016 0.9783 0.2329 0.0124 0.1233 0.0350
3422 0.0221 476.8890 0.0016 0.9781 0.5067 0.0145 0.1449 0.0450
3130 0.0107 231.2684 0.0005 0.9990 0.8686 0.0147 0.2940 2.1742
3024 0.0674 1455.4222 0.0016 0.9990 1.4368 0.0562 0.0566 0.8075
3036 -0.0083 -178.2239 0.0025 0.9569 0.0060 0.0560 0.6552 0.0205
2827 0.0126 272.2286 0.0006 0.9990 1.2584 0.0099 0.0346 1.2424
2726 0.0082 177.7052 0.0009 0.1557 0.0376 0.0316 0.2118 0.0200
2629 0.0107 231.2973 0.0007 0.9990 0.1620 0.0196 0.1111 2.1742
2930 0.0316 682.9919 0.0015 0.9990 0.6680 0.0231 0.1866 1.2424
2725 0.0267 577.2191 0.0008 0.9990 1.1728 0.0391 0.0325 0.8075
2524 0.0266 573.6028 0.0008 0.9963 1.6186 0.0373 0.0305 0.0130
2422 0.0942 2034.3244 0.0025 0.9990 0.8627 0.0751 0.1012 0.8075
L575 0.0191 413.0136 0.0009 0.9990 0.5519 0.0161 0.1362 2.7953
2117 0.0109 234.6505 0.0008 0.9877 0.8874 0.0143 0.1420 0.0200
1714B -0.0028 -59.9782 0.0021 0.2503 0.0050 0.0191 0.3087 0.0208
1716 0.2402 5187.6012 0.0067 0.9990 0.9983 0.1123 0.2588 Section 4
0.8075
1615 0.1698 3668.0982 0.0042 0.9988 0.5869 0.1006 0.1766 0.7386
1614A 0.0705 1521.8448 0.0033 0.9760 0.1221 0.0804 0.1473 0.0130
4514B 0.0397 858.4020 0.0017 0.3202 0.2219 0.0154 0.1899 0.0210
4515 0.0329 710.0170 0.0007 0.9990 0.6142 0.0458 0.0329 0.8075
1502 0.2028 4380.6664 0.0047 0.9990 0.7970 0.1096 0.1843 0.8075
14A13 -0.1127 -2434.108 0.0044 0.7856 0.0015 0.1090 0.6768 0.1236
1312 0.1129 2438.0680 0.0043 0.7856 0.0587 0.0767 0.6890 0.1233
1211 0.1125 2429.8506 0.0043 0.9680 0.0386 0.0850 1.1034 0.1239
1103 0.1387 2996.6411 0.0048 0.9990 0.1612 0.1092 1.0030 7.7648
0912 0.0003 6.9861 0.0001 0.0443 0.0018 0.0282 0.2908 0.0450
0908 0.0110 238.4511 0.0004 0.9990 0.6505 0.0346 0.0260 0.8697
0811 0.0018 38.1106 0.0003 0.0619 0.0251 0.0098 0.0990 0.0450
0804 0.0200 431.6916 0.0008 0.9990 0.5286 0.0451 0.0427 0.8075
0201 0.4483 9682.3793 0.0196 0.9990 0.5228 0.1217 0.8960 2.4848
5248 0.0147 318.1675 0.0005 0.9990 0.6409 0.0051 0.1353 2.7953
4845 0.0214 462.4288 0.0007 0.9784 0.8323 0.0198 0.1969 0.0350
4250 0.0166 359.4571 0.0006 0.9990 0.2450 0.0072 0.3297 2.7953
5338 0.0078 169.4295 0.0003 0.9990 0.0624 0.0142 0.4724 2.7953
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0011 0.0160 0.0450
4746o 0.0100 215.0767 0.0006 0.1979 0.1691 0.0063 0.0311 0.0208
4746u 0.0301 649.9158 0.0004 0.9990 1.1123 0.0334 0.0253 0.8075
4645o 0.0104 225.5171 0.0006 0.2078 0.0893 0.0094 0.0619 0.0208
4645u 0.0296 640.0917 0.0004 0.9990 0.6414 0.0354 0.0270 0.8697
3836o 0.0186 402.3209 0.0005 0.9810 0.0618 0.0462 0.5000 0.0202
3635o 0.0194 418.8205 0.0015 0.2000 0.1196 0.0045 0.0989 0.0350
2217o 0.0133 288.2106 0.0010 0.1322 0.0916 0.0071 0.0356 0.0210
2217u 0.1296 2800.2862 0.0036 0.9990 0.7510 0.0910 0.1465 0.8075
2019o 0.0012 25.1677 0.0003 0.0294 0.0440 0.0005 0.0047 0.0200
2019u 0.0335 724.4472 0.0012 0.9990 1.7022 0.0450 0.0330 0.8075
1918o 0.0000 0.0179 0.0000 0.0082 0.0000 0.0052 0.0610 0.0209
1918u 0.0622 1343.1590 0.0022 0.9990 1.1382 0.0603 0.0666 0.8075
1817o 0.0233 502.3830 0.0015 0.1777 0.0805 0.0106 0.1065 0.0205
1817u 0.0558 1205.8217 0.0025 0.9990 0.6403 0.0699 0.0903 0.8075
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0002 0.0010 0.0247
1009u 0.0113 244.0118 0.0006 0.9990 1.1121 0.0304 0.0194 0.8697
0706o 0.0013 27.0737 0.0002 0.1148 0.0571 0.0024 0.0154 0.0208
0706u 0.0090 194.4104 0.0003 0.9990 0.6606 0.0300 0.0186 0.8075
0604o 0.0080 172.7839 0.0008 0.1449 0.1949 0.0036 0.0242 0.0205
0604u 0.0348 752.3879 0.0010 0.9990 1.3749 0.0405 0.0321 0.8075
0504o 0.0003 7.5221 0.0001 0.0390 0.0408 0.0005 0.0026 0.0206
0504u 0.0105 227.3235 0.0004 0.9990 0.6825 0.0307 0.0185 0.8075
0403o 0.0004 8.8905 0.0002 0.0261 0.0235 0.0004 0.0035 0.0450
0403u 0.0950 2050.9728 0.0033 0.9990 2.5771 0.0744 0.1104 0.8075
0302o 0.0099 212.9848 0.0008 0.1134 0.0522 0.0040 0.0790 0.0287
0302u 0.2248 4856.5075 0.0028 0.9988 0.1621 0.1050 0.3075 0.4348
14a14bo 0.0266 574.7528 0.0021 0.1431 0.0492 0.0068 0.2537 0.0350
14a14bu 0.0156 337.0000 0.0006 0.9760 0.2263 0.0376 0.0274 0.0130
FREE # 1 0.4482 9680.9684
*===============================================================*
| 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 0.0969 0.0000 0.8840 0.0176 0.0214 8.9218 7.0294 Max Flow
5047 0.3108 0.0000 0.4725 0.0467 0.0521 5.7522 4.6858 Max Flow
5114b 0.0732 0.0000 0.2088 0.0177 0.0190 4.8192 3.0582 Max Flow
4342 0.0996 0.0000 0.9745 0.0171 0.0200 9.2205 7.3263 Max Flow
3736 0.1140 0.0000 0.0028 0.0746 0.0642 7.0643 5.8406 Max Flow
3534 0.7063 0.0000 0.1035 0.0808 0.1107 4.3120 4.2067 Max Flow
3422 0.6972 0.0000 0.3670 0.0802 0.1078 4.2080 3.5598 Max Flow
3130 0.1724 0.0000 0.0288 0.0193 0.0213 7.5217 5.8406 Max Flow
3024 0.4522 1.3111 1.1767 0.4296 0.3604 5.8053 3.2756 Max Flow
3036 0.4797 0.0000 0.0050 0.1306 0.1519 5.8501 5.8476 Max Flow
2827 0.1988 0.0000 1.5967 0.0937 0.0766 8.3771 6.7766 Max Flow
2726 0.3254 0.0000 0.0022 0.0299 0.0261 6.7263 6.6944 Max Flow
2629 0.3116 0.0000 0.1590 0.1112 0.1854 6.6968 6.5305 Max Flow
2930 0.6073 0.0000 0.1747 0.1434 0.1305 6.5307 5.8445 Max Flow
2725 0.2603 0.8516 0.6061 0.3505 0.3750 6.7044 5.2160 Max Flow
2524 0.2536 0.4840 1.5760 0.3487 0.2816 5.2689 3.2292 Max Flow
2422 0.6520 0.2774 0.4363 0.5196 0.3973 3.5555 2.8452 Max Flow
L575 0.3360 0.0000 1.2913 0.0986 0.1171 4.8195 3.5147 Max Flow
2117 0.1721 0.0000 0.0147 0.0307 0.0414 3.0417 3.0326 Max Flow
1714B 0.4103 0.0000 0.0074 0.1234 0.1885 3.0882 3.0819 Max Flow
1716 2.0513 -0.1802 0.1684 0.8147 0.6172 3.0638 3.0740 Max Flow
1615 1.2166 0.4265 0.3185 0.6654 0.7500 3.0894 2.3418 Max Flow
1614A 0.8439 0.4124 0.0570 0.5693 0.6874 3.0425 2.5712 Max Flow
4514B 0.6103 0.0000 0.0909 0.1525 0.1452 3.6262 3.0631 Max Flow
4515 0.1782 0.6927 1.0640 1.0109 0.2263 3.5109 1.7489 Max Flow
1502 1.3689 -0.2134 0.7621 0.6994 0.8250 2.3355 1.8094 Max Flow
14A13 0.0291 0.0000 0.0091 0.0895 0.1675 2.0663 2.0577 Max Flow
1312 1.7323 0.0000 0.2256 0.4167 0.7506 2.5887 2.3597 Max Flow
1211 1.7013 0.0000 0.1706 0.4216 0.6829 2.3634 2.1961 Max Flow
1103 1.8519 0.0000 0.2973 0.3719 0.8820 2.2088 1.9058 Max Flow
0912 0.0358 0.0000 0.0014 0.0092 0.0157 3.5158 2.2691 Max Flow
0908 0.1336 0.1592 0.3297 0.2696 0.2586 3.5025 3.0135 Max Flow
0811 0.1322 0.0000 0.3356 0.0259 0.0387 3.0392 2.0731 Max Flow
0804 0.2314 0.1884 0.3252 0.3387 0.3926 3.0002 2.4831 Max Flow
0201 4.0347 0.0000 0.1201 0.5841 0.7903 1.8403 1.7203 Max Flow
5248 0.1658 0.0000 2.2053 0.0228 0.0265 7.0299 4.8228 Max Flow
4845 0.2445 0.0000 0.1769 0.0399 0.0486 4.6486 3.6281 Max Flow
4250 0.2157 0.0000 0.3047 0.0211 0.0262 7.3264 5.7515 Max Flow
5338 0.1075 0.0000 0.0711 0.0182 0.0219 8.5222 6.0801 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.2480 0.0000 0.4920 0.1012 0.0869 4.6872 4.0947 Max Flow
4746u 0.1016 0.3335 0.2671 0.2467 0.1812 4.6624 4.0617 Max Flow
4645o 0.2491 0.0000 0.2136 0.1014 0.0955 4.0955 3.6324 Max Flow
4645u 0.0991 0.0806 0.3887 0.2440 0.2220 4.0819 3.6128 Max Flow
3836o 0.1640 0.0000 0.0041 0.0856 0.0862 6.0865 5.8444 Max Flow
3635o 0.6851 0.0000 0.5662 0.0744 0.0767 5.8493 5.2744 Max Flow
2217o 0.4670 0.0000 0.4500 0.1789 0.1724 3.5724 3.1224 Max Flow
2217u 0.9981 0.2546 0.2784 0.6151 0.7500 3.4242 2.8890 Max Flow
2019o 0.1400 0.0000 0.9970 0.0273 0.0202 7.0212 6.0202 Max Flow
2019u 0.4145 1.1586 0.6267 0.4215 0.2644 7.0030 5.2050 Max Flow
1918o 0.0004 0.0000 0.0000 0.0023 0.0020 6.0046 3.2068 Max Flow
1918u 0.8435 0.7558 2.0403 0.5609 0.4427 6.0046 3.2068 Max Flow
1817o 0.6787 0.0000 0.0866 0.1526 0.2070 3.2080 3.1026 Max Flow
1817u 0.6070 0.1937 0.2132 0.5054 0.6000 3.0139 2.6066 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.1787 0.4441 0.5905 0.3093 0.2402 4.5507 3.5151 Max Flow
0706o 0.0729 0.0000 0.1271 0.0264 0.0259 5.0262 4.5538 Max Flow
0706u 0.0877 0.2583 0.2394 0.2305 0.1855 5.0061 4.5083 Max Flow
0604o 0.3384 0.0000 1.6973 0.0689 0.0538 4.5543 2.8538 Max Flow
0604u 0.3060 0.5178 1.7117 0.9991 0.3016 4.4991 2.2679 Max Flow
0504o 0.0406 0.0000 0.8880 0.0177 0.0157 4.3164 2.8225 Max Flow
0504u 0.1327 0.5753 1.1538 0.2726 0.2147 4.3060 2.5778 Max Flow
0403o 0.0700 0.0000 0.8052 0.0171 0.0203 2.8243 2.0171 Max Flow
0403u 1.1589 0.7802 0.2023 0.6541 0.4192 2.8041 1.8134 Max Flow
0302o 0.3478 0.0000 0.0378 0.0523 0.0956 1.9067 1.8623 Max Flow
0302u 0.7550 0.0644 0.0027 0.2955 0.1780 1.8893 1.8220 Max Flow
14a14bo 0.9211 0.0000 0.0237 0.0983 0.0914 3.0819 2.7139 Max Flow
14a14bu 0.1366 0.4165 0.1945 0.2752 0.2459 2.8933 2.2785 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 9.1667 345.5000 5.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 20.0000 333.1667 6.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 1.5000 358.3333 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 0.8333 353.0000 6.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 17.0000 336.8333 6.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 19.8333 340.0000 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 348.8333 11.1667 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 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 52.5000 234.0000 73.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 332.8333 0.0000 1.6667 0.0000 24.3333 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 323.1667 3.1667 0.0000 21.6667 10.8333 0.0000 None
L575 19.6667 340.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 24.6667 331.5000 3.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 38.6667 321.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 297.3333 20.5000 0.0000 22.0000 19.0000 0.0000 None
1615 0.6667 246.0000 0.8333 10.6667 42.6667 0.0000 59.1667 0.0000 None
1614A 0.0000 295.6667 0.0000 31.3333 29.1667 3.8333 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 271.1667 88.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 263.6667 96.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 5.1667 258.5000 96.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 351.5000 8.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 11.6667 348.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 6.6667 353.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 336.3333 5.8333 0.0000 9.8333 6.8333 0.0000 None
0811 1.3333 8.1667 350.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 278.6667 45.3333 0.0000 24.3333 0.0000 11.6667 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 20.0000 339.6667 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 7.1667 346.8333 6.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 4.1667 355.5000 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 0.5000 359.3333 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 307.1667 4.0000 0.0000 33.1667 14.5000 0.0000 None
4645o 0.0000 4.3333 355.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 303.6667 0.8333 0.0000 53.1667 1.1667 0.0000 None
3836o 0.0000 354.5000 5.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635o 10.1667 20.6667 329.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217o 0.1667 3.3333 356.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 283.0000 48.6667 0.1667 0.0000 28.1667 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 357.6667 0.0000 0.0000 0.0000 1.3333 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 5.6667 21.6667 332.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 2.0000 290.0000 2.0000 7.8333 21.1667 37.0000 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 13.0000 347.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 334.6667 0.3333 0.0000 23.0000 0.8333 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 1.5000 2.3333 356.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.3333 0.8333 335.5000 0.0000 0.0000 0.0000 23.3333 0.0000 None
0302o 12.8333 4.8333 342.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 204.1667 130.8333 0.0000 21.0000 2.8333 0.0000 None
14a14bo 0.1667 3.6667 356.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14a14bu 0.0000 0.0000 300.1667 5.5000 0.0000 51.3333 3.0000 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 349.1250 355.6667 6.5000 0.0000
5047 25.8056 25.8056 0.0000 0.0000
5114b 18.1944 18.2222 292.3333 0.0000
4342 347.0417 353.1250 6.0833 0.0000
3736 48.3083 49.8500 151.7889 0.0000
3534 341.6944 341.7569 0.0417 0.0000
3422 18.9097 18.9306 287.5000 0.0000
3130 41.6944 43.1944 184.4167 0.0000
3024 0.0000 0.0000 309.5625 0.0000
3036 0.0000 14.6389 0.0000 0.0000
2827 0.3056 1.8889 57.7292 0.0000
2726 347.5833 347.5833 0.0000 0.0000
2629 31.5417 31.8750 0.0000 0.0000
2930 43.2639 43.3889 0.0000 0.0000
2725 0.0000 0.0000 327.6389 0.0000
2524 17.8889 18.6597 328.6667 0.0000
2422 305.6667 320.9722 71.0625 0.0000
L575 14.5833 14.5833 1.6667 0.0000
2117 3.2222 18.6944 293.2083 0.0000
1714B 0.0000 11.5556 0.0000 0.0000
1716 282.0833 289.4306 273.4167 0.0000
1615 254.5000 297.1667 0.1667 0.0000
1614A 0.0000 16.6042 0.0000 0.0000
4514B 33.7917 33.8333 8.2951 0.0000
4515 289.1667 293.3333 23.5833 0.0000
1502 2.3472 2.9167 46.8472 0.0000
14A13 296.1250 297.0417 0.0000 0.0000
1312 313.3056 328.1111 0.0000 0.0000
1211 339.5370 347.1204 0.0000 0.0000
1103 57.9167 69.5694 1.5000 0.0000
0912 337.9167 337.9167 0.0000 0.0000
0908 332.3333 335.3333 0.0833 0.0000
0811 335.8333 335.8611 0.0000 0.0000
0804 318.1528 333.2917 0.0000 0.0000
0201 12.4384 19.2514 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 51.0625 51.1111 0.0000 0.0000
4250 92.8333 92.8333 0.0000 0.0000
5338 354.5417 359.8333 5.2917 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 339.5833 340.0278 0.0278 0.0000
4746u 0.8333 289.9375 304.0417 0.0000
4645o 344.4167 344.4167 0.0000 0.0000
4645u 302.1250 302.8750 9.7083 0.0000
3836o 354.5000 354.5000 0.0000 0.0000
3635o 0.0000 0.0000 0.0000 0.0000
2217o 8.1548 9.9603 0.0000 0.0000
2217u 0.0000 0.0000 8.9861 0.0000
2019o 0.0278 0.0278 336.8958 0.0000
2019u 302.1250 345.3611 351.7778 0.0000
1918o 335.2500 335.2500 0.0000 0.0000
1918u 328.5972 328.6806 329.8611 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 279.7500 320.5000 2.2083 0.0000
1009o 0.0000 0.0000 0.0000 0.0000
1009u 319.0833 336.0417 293.6111 0.0000
0706o 346.2500 346.2500 0.0000 0.0000
0706u 315.6389 333.0556 8.2500 0.0000
0604o 0.1111 0.1111 346.3889 0.0000
0604u 327.8333 330.7986 331.6736 0.0000
0504o 3.0833 3.1389 335.4861 0.0000
0504u 331.2500 331.5417 5.4583 0.0000
0403o 0.0000 0.0000 332.9722 0.0000
0403u 53.1250 88.9583 314.3750 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 192.7917 334.6111 0.0000 0.0000
14a14bo 20.2500 20.2500 316.5278 0.0000
14a14bu 292.4583 299.6250 0.2917 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 0.1552 0.1876 0.1552 0.0294 0.0381 0.0294 0.1897 0.2029 0.1897 12.5176 13.3936 12.5176 0.0253
5047 0.1372 0.4691 0.1372 0.0001 0.3107 0.0001 0.0008 0.6623 0.0008 0.0358 31.1275 0.0358 0.0676
5114b 0.0484 0.1656 0.0484 0.0000 0.0733 0.0000 0.0003 0.4424 0.0003 0.0170 22.1184 0.0170 0.0451
4342 0.1618 0.2007 0.1618 0.0316 0.0364 0.0316 0.1955 0.1812 0.1955 10.7513 9.9650 10.7513 0.0231
3736 0.0199 0.0872 0.0199 0.0021 0.1100 0.0021 0.1033 1.2617 0.1033 5.1658 63.0830 5.1658 0.2180
3534 0.1028 0.6564 0.1028 0.0001 0.7064 0.0001 0.0008 1.0761 0.0008 0.0075 10.7612 0.0075 0.1098
3422 0.1125 0.5290 0.1125 0.0002 0.6970 0.0002 0.0018 1.3175 0.0018 0.0723 52.6999 0.0723 0.1344
3130 0.0236 0.1111 0.0236 0.0000 0.1724 0.0000 0.0006 1.5518 0.0006 0.0338 85.3466 0.0338 0.0784
3036 0.0658 0.2442 0.0658 0.0206 0.4390 0.0206 0.3134 1.7977 0.3134 5.6419 32.3593 5.6419 0.2795
2827 0.0000 1.0141 0.0000 0.0000 0.1990 0.0000 0.0000 0.1962 0.0000 0.0000 9.8112 0.0000 0.0769
2726 0.0393 0.1605 0.0393 0.0001 0.3256 0.0001 0.0013 2.0290 0.0013 0.0131 20.2902 0.0131 0.1025
2629 0.0924 0.3421 0.0924 0.0014 0.3089 0.0014 0.0149 0.9030 0.0149 0.6687 40.6362 0.6687 0.1704
2930 0.1078 0.6039 0.1078 0.0030 0.6014 0.0030 0.0280 0.9958 0.0280 1.3434 47.7972 1.3434 0.1817
L575 0.0000 0.3858 0.0000 0.0000 0.3407 0.0000 0.0000 0.8829 0.0000 0.0000 52.9729 0.0000 0.1336
2117 0.0301 0.1590 0.0301 0.0000 0.1731 0.0000 0.0010 1.0888 0.0010 0.0103 10.8875 0.0103 0.1111
1714B 0.0622 0.2189 0.0565 0.0458 0.3554 0.0094 0.7368 1.6234 0.1656 20.6304 45.4549 4.6362 0.2582
4514B 0.1222 0.5445 0.0694 0.0577 0.5511 0.0020 0.4719 1.0121 0.0289 11.3268 24.2911 0.6930 0.1837
14A13 0.2340 0.4948 0.0000 0.0666 1.6790 0.0000 0.2846 3.3933 0.0000 2.8459 33.9330 0.0000 0.9834
1312 0.0905 0.4579 0.2588 0.0019 1.7214 0.0141 0.0208 3.7591 0.0547 0.2908 52.6273 0.7652 0.7082
1211 0.0000 0.2746 0.0000 0.0000 1.7013 0.0000 0.0000 6.1958 0.0000 0.0000 229.2437 0.0000 0.7692
1103 0.1698 0.3948 0.1543 0.1732 1.6739 0.0048 1.0202 4.2394 0.0309 35.7071 148.3797 1.0801 0.8405
0912 0.0033 0.0243 0.0033 0.0000 0.0358 0.0000 0.0011 1.4748 0.0011 0.0623 81.1131 0.0623 0.1505
0811 0.0216 0.1594 0.0216 0.0000 0.1322 0.0000 0.0004 0.8295 0.0004 0.0197 45.6226 0.0197 0.0846
0201 0.0933 1.1986 0.1030 0.0568 3.9577 0.0202 0.6085 3.3018 0.1960 6.0849 33.0180 1.9605 0.7903
5248 0.2818 0.3353 0.2818 0.0472 0.0735 0.0472 0.1675 0.2192 0.1675 9.7178 12.7143 9.7178 0.0269
4845 0.0825 0.2820 0.0825 0.0001 0.2443 0.0001 0.0013 0.8663 0.0013 0.0781 51.9799 0.0781 0.0884
4250 0.1459 0.1630 0.1459 0.0810 0.0536 0.0810 0.5553 0.3290 0.5553 32.2055 19.0814 32.2055 0.0379
5338 0.0725 0.0785 0.0725 0.0361 0.0354 0.0361 0.4977 0.4512 0.4977 38.8188 35.1953 38.8188 0.0501
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 0.8846 0.0000 0.0000 0.2480 0.0000 0.0000 0.2804 0.0000 0.0000 7.0088 0.0000 0.0907
4645o 0.0000 0.5292 0.0000 0.0000 0.2491 0.0000 0.0000 0.4708 0.0000 0.0000 15.5369 0.0000 0.1176
3836o 0.0270 0.1132 0.0270 0.0035 0.1571 0.0035 0.1288 1.3871 0.1288 5.1515 55.4857 5.1515 0.2294
3635o 0.4202 0.5930 0.4536 0.1614 0.3118 0.2143 0.3840 0.5258 0.4725 7.6800 10.5159 9.4495 0.0772
2217o 0.1586 0.9956 0.0757 0.0090 0.4580 0.0000 0.0568 0.4600 0.0003 1.9894 16.1007 0.0100 0.1724
2019o 0.1123 0.6875 0.1123 0.0000 0.1402 0.0000 0.0001 0.2039 0.0001 0.0016 6.1164 0.0016 0.0208
1918o 0.0000 0.0005 0.0000 0.0000 0.0004 0.0000 0.0008 0.6861 0.0002 0.0909 75.4691 0.0255 0.1439
1817o 0.1197 0.6372 0.1196 0.0142 0.6617 0.0031 0.1187 1.0384 0.0260 2.6111 22.8455 0.5729 0.1869
1009o 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
0706o 0.1248 0.3469 0.1248 0.0023 0.0683 0.0023 0.0186 0.1968 0.0186 0.5580 5.9053 0.5580 0.0394
0604o 0.4122 1.1456 0.4122 0.0145 0.3096 0.0145 0.0351 0.2703 0.0351 1.9984 15.4049 1.9984 0.0541
0504o 0.1440 0.4002 0.1440 0.0007 0.0392 0.0007 0.0046 0.0981 0.0046 0.2908 6.1781 0.2908 0.0196
0403o 0.0580 0.3392 0.0580 0.0000 0.0700 0.0000 0.0000 0.2065 0.0000 0.0006 4.1293 0.0006 0.0211
0302o 0.3394 0.3596 0.2872 0.0137 0.2060 0.1280 0.0405 0.5729 0.4458 0.4048 5.7288 4.4578 0.0716
14a14bo 0.1881 0.3052 0.1776 0.1541 0.6159 0.1512 0.8194 2.0182 0.8517 8.1943 20.1819 8.5168 0.1561
*========================================================*
| 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 0.2595 0.3355 0.2595 0.8545 0.09694 34.903 0.2595 0.3355 0.2595 0.8545 0.09694 34.903 0.0000 0.0000 0.0000 None
5047 .001055 3.1395 .001055 3.1416 0.07747 9.9225 .001055 3.1395 .001055 3.1416 0.07747 9.9225 0.0000 0.0000 0.0000 None
5114b .000360 1.6023 .000360 1.6031 0.08495 9.9150 .000360 1.6023 .000360 1.6031 0.08495 9.9150 0.0000 0.0000 0.0000 None
4342 0.2415 0.2777 0.2415 0.7607 0.09738 39.903 0.2415 0.2777 0.2415 0.7607 0.09738 39.903 0.0000 0.0000 0.0000 None
3736 0.3393 18.191 0.3393 18.869 0.8494 14.151 0.3393 18.191 0.3393 18.869 0.8494 14.151 0.0000 0.0000 0.0000 None
3534 .000774 7.0504 .000774 7.0520 0.08627 9.9137 .000774 7.0504 .000774 7.0520 0.08627 9.9137 0.0000 0.0000 0.0000 None
3422 .002241 7.6834 .002241 7.6879 0.07311 9.9269 .002241 7.6834 .002241 7.6879 0.07311 9.9269 0.0000 0.0000 0.0000 None
3130 .000683 8.1195 .000683 8.1208 0.08433 19.916 .000683 8.1195 .000683 8.1208 0.08433 19.916 0.0000 0.0000 0.0000 None
3036 1.5168 32.295 1.5168 35.329 1.4056 18.594 1.5168 32.295 1.5168 35.329 1.4056 18.594 0.0000 0.0000 0.0000 None
2827 0.0000 1.1056 0.0000 1.1056 3.5451 11.455 0.0000 1.1056 0.0000 1.1056 3.5451 11.455 0.0000 0.0000 0.0000 None
2726 .003521 22.216 .003521 22.223 0.07438 19.926 .003521 22.216 .003521 22.223 0.07438 19.926 0.0000 0.0000 0.0000 None
2629 0.02602 5.8576 0.02602 5.9097 4.9214 15.079 0.02602 5.8576 0.02602 5.9097 4.9214 15.079 0.0000 0.0000 0.0000 None
2930 0.06054 12.065 0.06054 12.186 4.5570 15.443 0.06054 12.065 0.06054 12.186 4.5570 15.443 0.0000 0.0000 0.0000 None
L575 0.0000 3.2288 0.0000 3.2288 3.3892 16.611 0.0000 3.2288 0.0000 3.2288 3.3892 16.611 0.0000 0.0000 0.0000 None
2117 .002247 12.581 .002247 12.585 0.08148 9.9185 .002247 12.581 .002247 12.585 0.08148 9.9185 0.0000 0.0000 0.0000 None
1714B 3.5106 27.246 0.7174 31.474 0.09494 21.901 3.5106 27.246 0.7174 31.474 0.09494 21.901 0.0000 0.0000 0.0000 None
4514B 1.2975 12.397 0.04510 13.740 0.08787 20.422 1.2975 12.397 0.04510 13.740 0.08787 20.422 0.0000 0.0000 0.0000 None
14A13 0.6388 16.106 0.0000 16.745 9.3326 19.148 0.6388 16.106 0.0000 16.745 9.3326 19.148 0.0000 0.0000 0.0000 None
1312 0.01730 15.846 0.1302 15.994 15.037 27.870 0.01730 15.846 0.1302 15.994 15.037 27.870 0.0000 0.0000 0.0000 None
1211 0.0000 25.734 0.0000 25.734 12.667 29.014 0.0000 25.734 0.0000 25.734 12.667 29.014 0.0000 0.0000 0.0000 None
1103 2.3454 22.661 0.06447 25.071 20.048 40.003 2.3454 22.661 0.06447 25.071 20.048 40.003 0.0000 0.0000 0.0000 None
0912 .000963 9.2722 .000963 9.2741 0.08495 9.9150 .000963 9.2722 .000963 9.2741 0.08495 9.9150 0.0000 0.0000 0.0000 None
0811 .000208 3.5536 .000208 3.5540 0.09154 9.9085 .000208 3.5536 .000208 3.5540 0.09154 9.9085 0.0000 0.0000 0.0000 None
0201 0.7850 54.702 0.2790 55.766 22.154 37.075 0.7850 54.702 0.2790 55.766 22.154 37.075 0.0000 0.0000 0.0000 None
5248 0.2451 0.3816 0.2451 0.8719 0.09662 29.903 0.2451 0.3816 0.2451 0.8719 0.09662 29.903 0.0000 0.0000 0.0000 None
4845 .002159 4.9120 .002159 4.9163 0.07053 9.9295 .002159 4.9120 .002159 4.9163 0.07053 9.9295 0.0000 0.0000 0.0000 None
4250 1.1341 0.7506 1.1341 3.0188 0.09442 49.906 1.1341 0.7506 1.1341 3.0188 0.09442 49.906 0.0000 0.0000 0.0000 None
5338 1.2936 1.2709 1.2936 3.8581 0.09198 34.908 1.2936 1.2709 1.2936 3.8581 0.09198 34.908 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 1.7649 0.0000 1.7649 10.935 19.065 0.0000 1.7649 0.0000 1.7649 10.935 19.065 0.0000 0.0000 0.0000 None
4645o 0.0000 3.5231 0.0000 3.5231 10.916 19.084 0.0000 3.5231 0.0000 3.5231 10.916 19.084 0.0000 0.0000 0.0000 None
3836o 0.4633 20.963 0.4633 21.890 3.0191 16.981 0.4633 20.963 0.4633 21.890 3.0191 16.981 0.0000 0.0000 0.0000 None
3635o 0.9826 1.8988 1.3051 4.1864 0.09368 41.804 0.9826 1.8988 1.3051 4.1864 0.09368 41.804 0.0000 0.0000 0.0000 None
2217o 0.1041 5.2874 .000250 5.3917 7.3961 15.011 0.1041 5.2874 .000250 5.3917 7.3961 15.011 0.0000 0.0000 0.0000 None
2019o .000033 0.7711 .000033 0.7712 0.09480 9.9052 .000033 0.7711 .000033 0.7712 0.09480 9.9052 0.0000 0.0000 0.0000 None
1918o .000369 6.4846 .000104 6.4851 10.477 19.218 .000369 6.4846 .000104 6.4851 10.477 19.218 0.0000 0.0000 0.0000 None
1817o 0.2777 12.939 0.06090 13.277 5.8368 20.211 0.2777 12.939 0.06090 13.277 5.8368 20.211 0.0000 0.0000 0.0000 None
1009o 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 None
0706o 0.03872 1.1390 0.03872 1.2164 1.5552 8.4448 0.03872 1.1390 0.03872 1.2164 1.5552 8.4448 0.0000 0.0000 0.0000 None
0604o 0.09016 1.9318 0.09016 2.1121 1.2027 8.7973 0.09016 1.9318 0.09016 2.1121 1.2027 8.7973 0.0000 0.0000 0.0000 None
0504o .006039 0.3566 .006039 0.3687 2.0293 7.9707 .006039 0.3566 .006039 0.3687 2.0293 7.9707 0.0000 0.0000 0.0000 None
0403o .92E-05 0.3500 .92E-05 0.3500 0.09699 9.9030 .92E-05 0.3500 .92E-05 0.3500 0.09699 9.9030 0.0000 0.0000 0.0000 None
0302o 0.2196 3.2930 2.0466 5.5592 27.869 53.002 0.2196 3.2930 2.0466 5.5592 27.869 53.002 0.0000 0.0000 0.0000 None
14a14bo 3.6289 14.503 3.5612 21.693 6.5726 51.212 3.6289 14.503 3.5612 21.693 6.5726 51.212 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 8.9218 7.0299 66.0000 17.5000 17.4031 17.4031 5.0000 17.4031 17.4031 5.0000 34.8061 34.8061
5047 5.7522 4.6872 47.0000 9.9000 9.8225 9.8225 9.8000 0.0225 0.0225 0.0000 9.8451 9.8451
5114b 4.8192 3.0819 50.0000 9.9000 9.8150 9.8150 9.8000 0.0150 0.0150 0.0000 9.8301 9.8301
4342 9.2205 7.3264 55.0000 20.0000 19.9026 19.9026 5.0000 19.9026 19.9026 5.0000 39.8052 39.8052
3736 7.0643 5.8508 50.0000 11.4000 10.5506 10.5506 7.9000 2.7506 2.7506 0.1000 13.3011 13.3011
3534 4.3121 4.2080 10.0000 9.9000 9.8137 9.8137 9.8000 0.0137 0.0137 0.0000 9.8275 9.8275
3422 4.2080 3.5725 40.0000 9.9000 9.8269 9.8269 9.8000 0.0269 0.0269 0.0000 9.8538 9.8538
3130 7.5217 5.8508 55.0000 19.9000 19.8157 19.8157 19.8000 0.0157 0.0157 0.0000 19.8313 19.8313
3036 5.8508 5.8493 18.0000 14.0000 12.5944 12.5944 8.1000 4.5944 4.5944 0.1000 17.1887 17.1887
2827 8.3771 6.7766 50.0000 11.4000 7.8549 7.8549 7.9000 0.0549 0.0549 0.1000 7.9098 7.9098
2726 6.7263 6.6969 10.0000 19.9000 19.8256 19.8256 19.8000 0.0256 0.0256 0.0000 19.8512 19.8512
2629 6.6969 6.5307 45.0000 14.0000 9.0786 9.0786 8.1000 1.0786 1.0786 0.1000 10.1571 10.1571
2930 6.5307 5.8508 48.0000 14.0000 9.4430 9.4430 8.1000 1.4430 1.4430 0.1000 10.8860 10.8860
L575 4.8248 3.5725 60.0000 10.0000 6.6108 6.6108 9.9000 6.6108 6.6108 9.9000 13.2216 13.2216
2117 3.0888 3.0884 10.0000 9.9000 9.8185 9.8185 9.8000 0.0185 0.0185 0.0000 9.8370 9.8370
1714B 3.0884 3.0819 28.0000 19.0000 18.9051 18.9051 8.1000 2.9013 2.9013 0.1000 21.8063 21.8063
4514B 3.6409 3.0819 24.0000 19.0000 18.9121 18.9121 8.1000 1.4224 1.4224 0.1000 20.3345 20.3345
14A13 2.5888 2.7193 10.0000 13.6000 4.2674 4.2674 1.6000 5.5478 5.5478 6.4000 9.8152 9.8152
1312 2.5888 2.3643 14.0000 19.0000 3.9628 3.9628 3.1000 8.8701 8.8701 6.6000 12.8329 12.8329
1211 2.3643 2.2088 37.0000 16.9000 4.2330 4.2330 5.5000 12.1135 12.1135 13.6000 16.3465 16.3465
1103 2.2088 1.9067 35.0000 33.1000 13.0525 13.0525 3.8000 6.9033 6.9033 3.9000 19.9558 19.9558
0912 3.5158 2.3643 55.0000 9.9000 9.8150 9.8150 9.8000 0.0150 0.0150 0.0000 9.8301 9.8301
0811 3.0392 2.2088 55.0000 9.9000 9.8085 9.8085 9.8000 0.0085 0.0085 0.0000 9.8169 9.8169
0201 1.8403 1.7203 10.0000 33.1000 10.9456 10.9456 3.8000 3.9754 3.9754 2.0000 14.9210 14.9210
5248 7.0299 4.8230 58.0000 15.0000 14.9034 14.9034 5.0000 14.9034 14.9034 5.0000 29.8068 29.8068
4845 4.6486 3.6409 60.0000 9.9000 9.8295 9.8295 9.8000 0.0295 0.0295 0.0000 9.8589 9.8589
4250 7.3264 5.7522 58.0000 25.0000 24.9056 24.9056 5.0000 24.9056 24.9056 5.0000 49.8112 49.8112
5338 8.5222 6.0865 78.0000 17.5000 17.4080 17.4080 5.0000 17.4080 17.4080 5.0000 34.8160 34.8160
3851 6.0865 4.8192 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.6872 4.0955 25.0000 19.0000 8.0648 8.0648 8.1000 0.0648 0.0648 0.1000 8.1296 8.1296
4645o 4.0955 3.6409 33.0000 19.0000 8.0840 8.0840 8.1000 0.0840 0.0840 0.1000 8.1680 8.1680
3836o 6.0865 5.8493 40.0000 14.0000 10.9809 10.9809 8.1000 2.9809 2.9809 0.1000 13.9618 13.9618
3635o 5.8493 5.2744 20.0000 19.6000 19.5063 19.5063 5.2000 22.2041 22.2041 6.5000 41.7104 41.7104
2217o 3.5724 3.1224 35.0000 11.0000 3.6039 3.6039 0.1000 4.0109 4.0109 4.0000 7.6149 7.6149
2019o 7.0213 6.0203 30.0000 9.9000 9.8052 9.8052 9.8000 0.0052 0.0052 0.0000 9.8104 9.8104
1918o 6.0046 3.2081 110.0000 19.0000 8.5226 8.5226 8.1000 0.2185 0.2185 0.1000 8.7410 8.7410
1817o 3.2081 3.1027 22.0000 19.0000 13.1632 13.1632 8.1000 1.2109 1.2109 0.1000 14.3741 14.3741
1009o 4.5508 3.5158 50.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0706o 5.0262 4.5543 30.0000 7.5000 5.9448 5.9448 5.0000 0.9448 0.9448 0.0000 6.8897 6.8897
0604o 4.5543 2.8538 57.0000 7.5000 6.2973 6.2973 5.0000 1.2973 1.2973 0.0000 7.5945 7.5945
0504o 4.3164 2.8243 63.0000 7.5000 5.4707 5.4707 5.0000 0.4707 0.4707 0.0000 5.9414 5.9414
0403o 2.8243 2.0171 20.0000 9.9000 9.8030 9.8030 9.8000 0.0030 0.0030 0.0000 9.8060 9.8060
0302o 1.9067 1.8623 10.0000 37.0000 9.1307 9.1307 8.0000 16.0019 16.0019 0.0000 25.1326 25.1326
14a14bo 3.0819 2.7193 10.0000 28.0000 21.4274 21.4274 8.0000 23.2122 23.2122 8.0000 44.6396 44.6396
*=========================================================*
| 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 0.0970 153.2389 0.1678 0.6116 ## N54 8.9000 8.9218
5047 0.3109 604.0690 0.4884 2.5032 ## N53 8.5000 8.5222
5114b 0.0733 103.1541 0.3771 0.9800 ## N52 7.0000 7.0299
4342 0.0996 150.0567 0.1824 0.4432 ## N38 5.0000 6.0865
3736 0.1141 159.4642 0.7387 14.3428 ## N51 3.8000 4.8192
3534 0.7065 468.9385 0.6568 10.7530 ## N48 3.6000 4.6486
3422 0.6974 476.8890 0.5482 13.1104 ## N50 4.7000 5.7522
3130 0.1725 231.2684 0.3478 6.7882 ## N47 3.6000 4.6872
3024 0.4523 1455.4222 2.9539 7.8436 ## N46 3.0000 4.0955
3036 0.4803 -178.2239 0.2002 44.3197 ## N45 2.5000 3.6409
2827 0.1990 272.2286 1.0078 0.4724 ## N43 9.2000 9.2205
2726 0.3257 177.7052 0.1614 19.0069 ## N42 7.3000 7.3264
2629 0.3117 231.2973 0.3338 39.6884 ## N37 7.0000 7.0643
2930 0.6074 682.9919 0.8307 14.9956 ## N36 4.4700 5.8493
2725 0.2603 577.2191 2.4031 3.3394 ## N35 3.2000 4.3121
2524 0.2537 573.6028 2.4503 5.7048 ## N34 4.1000 4.2080
2422 0.6520 2034.3244 2.2974 11.2331 ## N31 7.5000 7.5217
L575 0.3407 413.0136 0.4940 7.0076 ## N30 4.2000 5.8508
2117 0.1732 234.6505 0.4274 11.0606 ## N29 6.4000 6.5307
1714B 0.4106 -59.9782 -0.3167 71.6477 ## N28 8.3000 8.3771
1716 2.0524 5187.6012 2.3637 26.0876 ## N27 5.3500 6.7263
1615 1.2167 3668.0982 2.7375 12.4761 ## N26 6.5000 6.6969
1614A 0.8439 1521.8448 1.9030 4.6314 ## N25 4.8700 5.6814
4514B 0.6108 858.4020 0.9699 12.9129 ## N24 2.5900 4.1396
4515 0.1783 710.0170 2.4966 2.0498 ## N23 4.7000 4.8247
1502 1.3690 4380.6664 2.6684 47.8181 ## N22 1.8600 3.5725
14A13 -1.7456 -2434.1080 -0.4832 33.7245 ## N21 2.0000 3.0888
1312 1.7375 2438.0680 0.4681 53.6454 ## N20 6.0000 7.0213
1211 1.7013 2429.8506 0.2797 232.8055 ## N19 4.5000 6.0046
1103 1.8519 2996.6411 0.3879 185.1106 ## N18 1.9000 3.2081
0912 0.0358 6.9861 0.0283 15.9856 ## N17 1.7500 3.0884
0908 0.1336 238.4511 1.1970 5.5972 ## N16 1.3400 3.1030
0811 0.1322 38.1106 0.3143 7.8707 ## N15 1.2100 2.3584
0804 0.2317 431.6916 1.4473 8.1815 ## N14B 1.8000 3.0819
0201 4.0347 9682.3793 1.3661 41.2221 ## N14A 1.6000 2.7193
5248 0.1679 318.1675 0.3049 0.3222 ## N13 1.8600 2.5888
4845 0.2445 462.4288 0.2998 6.6945 ## N12 1.6800 2.3643
4250 0.2157 359.4571 0.1515 2.7498 ## N11 1.3400 2.2088
5338 0.1075 169.4295 0.2843 3.7512 ## N10 3.6000 4.5514
3851 0.0000 0.0000 0.0000 0.0468 ## N9 2.5000 3.5158
4746o 0.2480 215.0767 0.8912 1.1309 ## N8 2.0000 3.0392
4746u 0.1016 649.9158 1.4416 2.4065 ## N7 4.0000 5.0262
4645o 0.2491 225.5171 0.5827 4.4348 ## N6 3.5000 4.5543
4645u 0.0991 640.0917 1.3788 3.2575 ## N5 3.3000 4.3164
3836o 0.1640 402.3209 0.1120 41.2948 ## N4 1.7000 2.8243
3635o 0.6875 418.8205 0.5111 3.4704 ## N3 1.1000 1.9067
2217o 0.4670 288.2106 1.0366 7.0039 ## N2 1.0500 1.8403
2217u 0.9984 2800.2862 2.2485 16.2040 ## N1 0.9300 1.7203
2019o 0.1402 25.1677 0.6874 0.1236 ##
2019u 0.4153 724.4472 2.5953 4.8376 ##
1918o 0.0004 0.0179 0.0005 3.9953 ##
1918u 0.8435 1343.1590 2.9576 15.8243 ##
1817o 0.6790 502.3830 0.5744 24.8174 ##
1817u 0.6070 1205.8217 2.1382 6.5168 ##
1009o 0.0000 0.0000 0.0000 0.0208 ##
1009u 0.1787 244.0118 1.6404 5.1662 ##
0706o 0.0729 27.0737 0.3121 0.7724 ##
0706u 0.0877 194.4104 1.2221 2.1545 ##
0604o 0.3385 172.7839 0.9924 0.6151 ##
0604u 0.3061 752.3879 2.7511 3.9814 ##
0504o 0.0406 7.5221 0.4139 0.1110 ##
0504u 0.1327 227.3235 1.8516 3.1830 ##
0403o 0.0700 8.8905 0.3392 0.0863 ##
0403u 1.1590 2050.9728 2.6470 9.1721 ##
0302o 0.3478 212.9848 0.3284 9.8568 ##
0302u 0.7550 4856.5075 0.8375 26.8208 ##
14a14bo 0.9212 574.7528 0.3809 16.0684 ##
14a14bu 0.1366 337.0000 1.9079 0.7191 ##
FREE # 1 4.0347 9680.9684 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 0.0970 153.2389
N50 N47 0.3109 604.0690
N51 N14B 0.0733 103.1541
N43 N42 0.0996 150.0567
N37 N30 0.1141 159.4642
N35 N34 0.7065 468.9385
N34 N22 0.6974 476.8890
N31 N30 0.1725 231.2684
N30 N24 0.4523 1455.4222
N30 N36 0.4803 -178.2239
N28 N27 0.1990 272.2286
N27 N26 0.3257 177.7052
N26 N29 0.3117 231.2973
N29 N30 0.6074 682.9919
N27 N25 0.2603 577.2191
N25 N24 0.2537 573.6028
N24 N22 0.6520 2034.3244
N23 N22 0.3407 413.0136
N21 N17 0.1732 234.6505
N17 N14B 0.4106 -59.9782
N17 N16 2.0524 5187.6012
N16 N15 1.2167 3668.0982
N16 N14A 0.8439 1521.8448
N45 N14B 0.6108 858.4020
N45 N15 0.1783 710.0170
N15 N2 1.3690 4380.6664
N13 N14A 1.7456 2434.1080
N13 N12 1.7375 2438.0680
N12 N11 1.7013 2429.8506
N11 N3 1.8519 2996.6411
N9 N12 0.0358 6.9861
N9 N8 0.1336 238.4511
N8 N11 0.1322 38.1106
N8 N4 0.2317 431.6916
N2 N1 4.0347 9682.3793
N52 N48 0.1679 318.1675
N48 N45 0.2445 462.4288
N42 N50 0.2157 359.4571
N53 N38 0.1075 169.4295
N47 N46 0.4504 864.9925
N46 N45 0.4460 865.6088
N38 N36 0.1640 402.3209
N36 N35 0.6875 418.8205
N22 N17 1.4212 3088.4968
N20 N19 0.4688 749.6149
N19 N18 0.8438 1343.1769
N18 N17 1.0321 The text continues on section 5.