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e100y45m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:14.
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.. 9
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 93.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 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 1864 540 N54#2 1836 540 N52#1 2248 540
N52#2 3908 1080 N48#1 2248 540 N48#2 1836 540
N43#1 1840 540 N43#2 1840 540 N42#1 2240 540
N42#2 1832 540 N50#1 2240 540 N50#2 1836 540
N47#1 1868 540 N47#2 3684 1080 N45#1 1868 540
N45#2 3688 1080 N53#1 1744 540 N53#2 1840 540
N38#1 1848 540 N38#2 1832 540 N37#1 1852 540
N37#2 3704 1080 N31#1 1852 540 N31#2 3708 1080
N28#1 1852 540 N28#2 3708 1080 N27#1 1844 540
N27#2 3680 1080 N35#1 1864 540 N35#2 1864 540
N23#1 1848 540 N23#2 3716 1080 N22#1 1844 540
N22#2 1840 540 N21#1 1840 540 N21#2 3700 1080
N20#1 1820 540 N20#2 1756 540 N19#1 1856 540
N19#2 3656 1080 N18#1 1840 540 N18#2 3672 1080
N17#1 1856 540 N17#2 3784 1080 N10#1 1848 540
N10#2 1832 540 N8#1 1848 540 N8#2 1828 540
N7#1 1848 540 N7#2 1828 540 N6#1 1832 540
N6#2 1788 540 N5#1 1848 540 N5#2 1832 540
N4#1 1848 540 N4#2 1828 540 N11#1 1792 540
N11#2 3712 1080 N2#1 1840 540 N2#2 3688 1080
N26#1 1840 540 N26#2 1820 540 N29#1 1856 540
N29#2 3684 1080 N30#1 1856 540 N30#2 3716 1080
N36#1 1852 540 N36#2 3704 1080 N51#1 2244 540
N51#2 1844 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 93.0000 mm
Total rainfall read for gage # 1 is 45.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.247781E+04 93.000
Total Infiltration 1.123914E+02 0.838
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.237007E+04 92.197
Total Water remaining in Surface Storage 3.546212E+00 0.026
Infiltration over the Pervious Area... 1.123914E+02 1.468
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.248600E+04 93.061
Total Precipitation + Initial Storage. 1.247781E+04 93.000
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0657
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 1.237007E+04 92.197
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 1.236190E+04 92.136
Initial Storage + Inflow.................... 1.237007E+04 92.197
Final Storage + Outflow + Diverted GW....... 1.236190E+04 92.136
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0660
##################################################
# 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).... 93.00000 93.00000 93.00000 93.00000 93.00000 93.00000
Max Intensity (mm/hr).. 260.02800 260.02800 260.02800 260.02800 260.02800 260.02800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 91.56454 0.00000 91.57053 0.00000 91.57129
Total Losses (mm)...... 0.00000 1.41380 0.00000 1.41138 0.00000 1.41105
Remaining Depth (mm)... 0.00000 0.02166 0.00000 0.01809 0.00000 0.01766
Peak Runoff Rate (cms). 0.00000 0.13888 0.00000 0.13584 0.00000 0.13022
Total Impervious Area
---------------------
Total Runoff Depth (mm) 93.11888 0.00000 93.01897 93.16402 93.01895 0.00000
Peak Runoff Rate (cms). 0.00072 0.00000 0.00072 0.01456 0.00072 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 93.11888 0.00000 93.01897 93.16402 93.01895 0.00000
Peak Runoff Rate (cms). 0.00072 0.00002 0.00072 0.01456 0.00072 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) 93.11888 91.56454 93.01897 91.71394 93.01895 91.57129
Peak Runoff Rate (cms). 0.00072 0.13888 0.00072 0.15040 0.00072 0.13022
Unit Runoff (mm/hr).... 262.10569 237.80994 262.19438 243.72762 262.19438 242.40479
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).... 93.00000 93.00000 93.00000 93.00000 93.00000 93.00000
Max Intensity (mm/hr).. 260.02800 260.02800 260.02800 260.02800 260.02800 260.02800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 91.57524 0.00000 91.56144 0.00000 91.56926
Total Losses (mm)...... 0.00000 1.40925 0.00000 1.41494 0.00000 1.41192
Remaining Depth (mm)... 0.00000 0.01552 0.00000 0.02363 0.00000 0.01882
Peak Runoff Rate (cms). 0.00000 0.14034 0.00000 0.18758 0.00000 0.20121
Total Impervious Area
---------------------
Total Runoff Depth (mm) 93.04703 0.00000 93.02400 0.00000 93.03226 0.00000
Peak Runoff Rate (cms). 0.00069 0.00000 0.00072 0.00000 0.00073 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 93.04703 0.00000 93.02400 0.00000 93.03226 0.00000
Peak Runoff Rate (cms). 0.00069 0.00002 0.00072 0.00002 0.00073 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) 93.04703 91.57524 93.02400 91.56144 93.03226 91.56926
Peak Runoff Rate (cms). 0.00069 0.14034 0.00072 0.18758 0.00073 0.20121
Unit Runoff (mm/hr).... 249.25921 244.91456 262.41916 235.61429 263.22872 241.05617
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).... 93.00000 93.00000 93.00000 93.00000 93.00000 93.00000
Max Intensity (mm/hr).. 260.02800 260.02800 260.02800 260.02800 260.02800 260.02800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 91.53244 0.00000 91.54068 0.00000 91.57415
Total Losses (mm)...... 0.00000 1.42286 0.00000 1.42100 0.00000 1.40976
Remaining Depth (mm)... 0.00000 0.04470 0.00000 0.03831 0.00000 0.01609
Peak Runoff Rate (cms). 0.00000 0.16002 0.00000 0.15143 0.00000 0.15677
Total Impervious Area
---------------------
Total Runoff Depth (mm) 93.13215 93.10828 93.13733 93.11314 92.86159 0.00000
Peak Runoff Rate (cms). 0.02600 0.04287 0.02383 0.03950 0.00049 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 93.13215 93.10828 93.13733 93.11314 92.86159 0.00000
Peak Runoff Rate (cms). 0.02600 0.04287 0.02383 0.03950 0.00049 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) 93.13215 91.81609 93.13733 91.82373 92.86159 91.57415
Peak Runoff Rate (cms). 0.02600 0.20289 0.02383 0.19093 0.00049 0.15677
Unit Runoff (mm/hr).... 262.17071 223.17722 262.18126 227.98875 176.51905 244.23641
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).... 93.00000 93.00000 93.00000 93.00000 93.00000 93.00000
Max Intensity (mm/hr).. 260.02800 260.02800 260.02800 260.02800 260.02800 260.02800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 91.55983 0.00000 91.57950 0.00000 91.58143
Total Losses (mm)...... 0.00000 1.41550 0.00000 1.40711 0.00000 1.40609
Remaining Depth (mm)... 0.00000 0.02467 0.00000 0.01338 0.00000 0.01249
Peak Runoff Rate (cms). 0.00000 0.16147 0.00000 0.06203 0.00000 0.09440
Total Impervious Area
---------------------
Total Runoff Depth (mm) 93.06307 0.00000 93.06684 93.11507 93.06682 93.11728
Peak Runoff Rate (cms). 0.03039 0.00000 0.06388 0.02816 0.09369 0.04267
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 93.06307 0.00000 93.06684 93.11507 93.06682 93.11728
Peak Runoff Rate (cms). 0.03039 0.00086 0.06388 0.02816 0.09369 0.04267
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) 93.06307 91.55983 93.06684 92.04017 93.06682 92.04218
Peak Runoff Rate (cms). 0.03039 0.16147 0.06388 0.09019 0.09369 0.13707
Unit Runoff (mm/hr).... 256.51665 234.45941 257.66455 251.83006 257.65691 252.58117
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).... 93.00000 93.00000 93.00000 93.00000 93.00000 93.00000
Max Intensity (mm/hr).. 260.02800 260.02800 260.02800 260.02800 260.02800 260.02800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 91.57891 0.00000 91.54414 0.00000 91.64035
Total Losses (mm)...... 0.00000 1.40742 0.00000 1.42014 0.00000 1.35827
Remaining Depth (mm)... 0.00000 0.01367 0.00000 0.03571 0.00000 0.00138
Peak Runoff Rate (cms). 0.00000 0.11589 0.00000 0.18569 0.00000 0.01504
Total Impervious Area
---------------------
Total Runoff Depth (mm) 93.06715 93.12644 93.05223 93.07701 93.10614 0.00000
Peak Runoff Rate (cms). 0.10793 0.04098 0.14511 0.11650 0.03608 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 93.06715 93.12644 93.05223 93.07701 93.10614 0.00000
Peak Runoff Rate (cms). 0.10793 0.04098 0.14511 0.11650 0.03608 0.00102
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) 93.06715 91.96579 93.05223 92.08065 93.10614 91.64035
Peak Runoff Rate (cms). 0.10793 0.15688 0.14511 0.30219 0.03608 0.01504
Unit Runoff (mm/hr).... 257.74834 250.86692 252.02808 235.90636 261.92711 259.95749
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).... 93.00000 93.00000 93.00000 93.00000 93.00000 93.00000
Max Intensity (mm/hr).. 260.02800 260.02800 260.02800 260.02800 260.02800 260.02800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 91.60820 0.00000 91.57731 0.00000 91.58802
Total Losses (mm)...... 0.00000 1.38744 0.00000 1.40823 0.00000 1.40224
Remaining Depth (mm)... 0.00000 0.00436 0.00000 0.01446 0.00000 0.00974
Peak Runoff Rate (cms). 0.00000 0.18881 0.00000 0.14445 0.00000 0.10299
Total Impervious Area
---------------------
Total Runoff Depth (mm) 93.05723 93.10152 93.05289 0.00000 93.04703 93.07917
Peak Runoff Rate (cms). 0.00070 0.23443 0.00070 0.00000 0.00069 0.13008
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 93.05723 93.10152 93.05289 0.00000 93.04703 93.07917
Peak Runoff Rate (cms). 0.00070 0.23443 0.00070 0.00002 0.00069 0.13008
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) 93.05723 92.42953 93.05289 91.57731 93.04703 92.40815
Peak Runoff Rate (cms). 0.00070 0.42324 0.00070 0.14445 0.00069 0.23307
Unit Runoff (mm/hr).... 254.32099 259.96130 252.35275 246.16986 249.25921 256.38166
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).... 93.00000 93.00000 93.00000 93.00000 93.00000 93.00000
Max Intensity (mm/hr).. 260.02800 260.02800 260.02800 260.02800 260.02800 260.02800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 91.41236 0.00000 91.52127 0.00000 91.52239
Total Losses (mm)...... 0.00000 1.43656 0.00000 1.42503 0.00000 1.42483
Remaining Depth (mm)... 0.00000 0.15108 0.00000 0.05369 0.00000 0.05278
Peak Runoff Rate (cms). 0.00000 0.15354 0.00000 0.26214 0.00000 0.22155
Total Impervious Area
---------------------
Total Runoff Depth (mm) 92.99930 0.00000 93.07738 93.06667 93.04190 93.13537
Peak Runoff Rate (cms). 0.43415 0.00000 0.08878 0.17561 0.06104 0.03106
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 92.99930 0.00000 93.07738 93.06667 93.04190 93.13537
Peak Runoff Rate (cms). 0.43415 0.01229 0.08878 0.17561 0.06104 0.03106
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) 92.99930 91.41236 93.07738 92.06216 93.04190 91.68369
Peak Runoff Rate (cms). 0.43415 0.15354 0.08878 0.43775 0.06104 0.25260
Unit Runoff (mm/hr).... 216.18535 178.06462 259.90379 224.75925 246.19845 213.24585
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).... 93.00000 93.00000 93.00000 93.00000 93.00000 93.00000
Max Intensity (mm/hr).. 260.02800 260.02800 260.02800 260.02800 260.02800 260.02800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 91.55879 0.00000 91.55914 0.00000 91.54969
Total Losses (mm)...... 0.00000 1.41585 0.00000 1.41573 0.00000 1.41865
Remaining Depth (mm)... 0.00000 0.02536 0.00000 0.02512 0.00000 0.03165
Peak Runoff Rate (cms). 0.00000 0.06374 0.00000 0.07090 0.00000 0.06255
Total Impervious Area
---------------------
Total Runoff Depth (mm) 93.08089 93.15577 93.06310 0.00000 93.05831 0.00000
Peak Runoff Rate (cms). 0.01937 0.00795 0.16254 0.00000 0.15440 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 93.08089 93.15577 93.06310 0.00000 93.05831 0.00000
Peak Runoff Rate (cms). 0.01937 0.00795 0.16254 0.00460 0.15440 0.00437
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) 93.08089 91.71849 93.06310 91.55914 93.05831 91.54969
Peak Runoff Rate (cms). 0.01937 0.07168 0.16254 0.07090 0.15440 0.06255
Unit Runoff (mm/hr).... 260.39515 236.56030 256.52546 233.96551 254.76351 227.06903
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).... 93.00000 93.00000 93.00000 93.00000 93.00000 93.00000
Max Intensity (mm/hr).. 260.02800 260.02800 260.02800 260.02800 260.02800 260.02800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 91.55074 0.00000 91.49725 0.00000 91.55615
Total Losses (mm)...... 0.00000 1.41836 0.00000 1.42873 0.00000 1.41672
Remaining Depth (mm)... 0.00000 0.03091 0.00000 0.07402 0.00000 0.02714
Peak Runoff Rate (cms). 0.00000 0.06151 0.00000 0.15895 0.00000 0.06577
Total Impervious Area
---------------------
Total Runoff Depth (mm) 93.05689 0.00000 93.03015 0.00000 93.06084 0.00000
Peak Runoff Rate (cms). 0.14704 0.00000 0.45102 0.00000 0.15851 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 93.05689 0.00000 93.03015 0.00000 93.06084 0.00000
Peak Runoff Rate (cms). 0.14704 0.00416 0.45102 0.01277 0.15851 0.00449
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) 93.05689 91.55074 93.03015 91.49725 93.06084 91.55615
Peak Runoff Rate (cms). 0.14704 0.06151 0.45102 0.15895 0.15851 0.06577
Unit Runoff (mm/hr).... 254.17624 227.83276 238.31323 195.59082 255.73974 231.78910
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).... 93.00000 93.00000 93.00000 93.00000 93.00000 93.00000
Max Intensity (mm/hr).. 260.02800 260.02800 260.02800 260.02800 260.02800 260.02800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 91.54931 0.00000 91.52683 0.00000 91.53228
Total Losses (mm)...... 0.00000 1.41876 0.00000 1.42399 0.00000 1.42289
Remaining Depth (mm)... 0.00000 0.03193 0.00000 0.04918 0.00000 0.04483
Peak Runoff Rate (cms). 0.00000 0.12120 0.00000 0.42845 0.00000 0.17554
Total Impervious Area
---------------------
Total Runoff Depth (mm) 93.05651 0.00000 92.96390 93.14851 93.04703 93.14055
Peak Runoff Rate (cms). 0.31769 0.00000 0.00054 0.04634 0.00069 0.02383
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 93.05651 0.00000 92.96390 93.14851 93.04703 93.14055
Peak Runoff Rate (cms). 0.31769 0.00900 0.00054 0.04634 0.00069 0.02383
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) 93.05651 91.54931 92.96390 91.65656 93.04703 91.69311
Peak Runoff Rate (cms). 0.31769 0.12120 0.00054 0.47479 0.00069 0.19937
Unit Runoff (mm/hr).... 254.01103 226.78582 197.46308 214.90268 249.25921 219.31237
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).... 93.00000 93.00000 93.00000 93.00000 93.00000 93.00000
Max Intensity (mm/hr).. 260.02800 260.02800 260.02800 260.02800 260.02800 260.02800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 91.53055 0.00000 91.55737 0.00000 91.58992
Total Losses (mm)...... 0.00000 1.42325 0.00000 1.41632 0.00000 1.40104
Remaining Depth (mm)... 0.00000 0.04619 0.00000 0.02631 0.00000 0.00905
Peak Runoff Rate (cms). 0.00000 0.02057 0.00000 0.18588 0.00000 0.07568
Total Impervious Area
---------------------
Total Runoff Depth (mm) 93.04720 0.00000 93.07500 93.07361 93.08033 93.13477
Peak Runoff Rate (cms). 0.01580 0.00000 0.09437 0.14998 0.06598 0.02906
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 93.04720 0.00000 93.07500 93.07361 93.08033 93.13477
Peak Runoff Rate (cms). 0.01580 0.00045 0.09437 0.14998 0.06598 0.02906
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) 93.04720 91.53055 93.07500 92.19419 93.08033 92.00703
Peak Runoff Rate (cms). 0.01580 0.02057 0.09437 0.33586 0.06598 0.10473
Unit Runoff (mm/hr).... 249.35634 213.34716 259.50740 243.83776 260.32390 255.16158
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).... 93.00000 93.00000 93.00000 93.00000
Max Intensity (mm/hr).. 260.02800 260.02800 260.02800 260.02800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 91.57745 0.00000 91.58088
Total Losses (mm)...... 0.00000 1.40816 0.00000 1.40638
Remaining Depth (mm)... 0.00000 0.01438 0.00000 0.01274
Peak Runoff Rate (cms). 0.00000 0.08419 0.00000 0.09778
Total Impervious Area
---------------------
Total Runoff Depth (mm) 93.06786 93.11977 93.01952 0.00000
Peak Runoff Rate (cms). 0.07461 0.03314 0.00072 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 93.06786 93.11977 93.01952 0.00000
Peak Runoff Rate (cms). 0.07461 0.03314 0.00072 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) 93.06786 91.99388 93.01952 91.58088
Peak Runoff Rate (cms). 0.07461 0.11733 0.00072 0.09778
Unit Runoff (mm/hr).... 257.94052 250.53589 262.19438 248.20629
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
400.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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320.000 = =
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| ########### |
| # # |
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240.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN | # ############ |
| # # |
MM/HR | # # |
| # # |
| # # |
160.000 = # # =
| ############ # |
| # # |
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| # # ############ |
| # # # # |
| # ########### # |
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80.000 = # # =
| # ########### |
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# ############ |
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0.000 #=========|=========|=========|=========|=========|=========|=========|=========|=========|===#=====|
0.0 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.7 0.8
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 65.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.2116 5.5291 5.0000
N51 2.8899 7.2247 120.0000
N48 2.4898 6.2245 35.0000
N50 2.1634 5.4085 45.0000
N47 0.6452 1.6130 340.0000
N46 0.9581 2.3953 20.0000
N45 0.7531 1.8827 18045.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 1.8240 4.5601 15.0000
N35 3.1270 7.8175 0.0000
N34 50.0000 50.0000 0.0000
N31 41.6698 50.0000 0.0000
N30 0.5890 1.4725 25.0000
N29 50.0000 50.0000 0.0000
N28 37.4532 50.0000 0.0000
N27 1.6687 4.1717 325.0000
N26 40.5103 50.0000 0.0000
N25 1.9500 4.8749 10.0000
N24 0.6638 1.6595 25.0000
N23 15.0750 37.6875 0.0000
N22 0.5500 1.3751 170.0000
N21 1.6786 4.1965 100.0000
N20 0.6971 1.7428 450.0000
N19 0.2639 0.6597 595.0000
N18 1.1262 2.8155 35.0000
N17 1.6125 4.0312 0.0000
N16 2.4407 6.1019 40.0000
N15 7.1172 17.7929 0.0000
N14B 0.5215 1.3037 315.0000
N14A 12.0570 30.1424 0.0000
N13 11.1587 27.8967 0.0000
N12 21.7809 50.0000 0.0000
N11 35.1350 50.0000 0.0000
N10 0.9728 2.4320 270.0000
N9 2.2903 5.7257 365.0000
N8 0.9443 2.3608 10.0000
N7 1.4783 3.6959 65.0000
N6 1.7340 4.3351 30.0000
N5 1.3201 3.3003 80.0000
N4 5.5652 13.9130 0.0000
N3 22.8946 50.0000 0.0000
N2 26.6358 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N45
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 6.0000 0.0010 0.0314 Normal Soln
5047 32.9078 32.9078 50.0000 0.0000 0.0066 0.3031 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0025 0.0619 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0011 0.0257 Normal Soln
3736 35.8798 35.8798 50.0000 0.0000 0.0016 0.0208 Normal Soln
3534 4.8642 4.8642 12.1740 0.0000 0.0135 0.4341 Normal Soln
3422 19.6830 19.6830 50.0000 0.0000 0.0186 0.4191 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0046 0.0355 Normal Soln
3024 7.3604 7.3604 17.2395 0.0000 -0.0197 2.2926 Normal Soln
3036 11.5177 11.5177 50.0000 0.0000 0.0158 0.4145 Normal Soln
2827 28.9780 28.9780 46.3950 0.0000 0.0026 0.0347 Normal Soln
2726 7.7414 7.7414 47.8277 0.0000 -0.0062 0.0570 Normal Soln
2629 31.9401 31.9401 50.0000 0.0000 0.0034 0.3945 Normal Soln
2930 26.1675 26.1675 48.1302 0.0000 0.0077 0.1496 Normal Soln
2725 4.9481 4.9481 12.4167 0.0000 0.0068 2.4087 Normal Soln
2524 14.4522 14.4522 32.6514 0.0000 -0.0043 2.0230 Normal Soln
2422 6.2771 6.2771 16.9307 0.0000 0.0339 2.0333 Normal Soln
L575 44.7259 44.7259 50.0000 0.0000 -0.0071 0.2213 Normal Soln
2117 7.0342 7.0342 20.4022 0.0000 -0.0037 0.0739 Normal Soln
1714B 16.0687 16.0687 50.0000 0.0000 0.0404 0.5444 Normal Soln
1716 4.6200 4.6200 12.6119 0.0000 0.0241 1.5744 Normal Soln
1615 3.9246 3.9246 9.8594 0.0000 0.0120 3.6678 Normal Soln
1614A 1.7688 1.7688 5.2121 38.0833 -0.0106 3.6859 Normal Soln
4514B 14.6656 14.6656 24.5156 0.0000 0.0226 0.0824 Normal Soln
4515 5.6958 5.6958 13.1601 0.0000 0.0047 2.1089 Normal Soln
1502 15.1482 15.1482 33.2730 0.0000 0.0174 4.7549 Normal Soln
14A13 3.9010 3.9010 16.5969 0.0000 -0.0178 0.4160 Normal Soln
1312 6.2370 6.2370 25.5624 0.0000 0.0221 0.4332 Normal Soln
1211 14.6433 14.6433 50.0000 0.0000 0.0153 0.2974 Normal Soln
1103 15.7230 15.7230 50.0000 0.0000 0.0165 0.2071 Normal Soln
0912 28.5982 28.5982 50.0000 0.0000 -0.0015 0.0226 Normal Soln
0908 11.3867 11.3867 41.6246 0.0000 0.0021 2.0316 Normal Soln
0811 33.3914 33.3914 50.0000 0.0000 0.0046 0.0697 Normal Soln
0804 10.7925 10.7925 33.3795 0.0000 0.0036 2.9531 Normal Soln
0201 3.0587 3.0587 7.3207 305.5833 0.4438 0.1451 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0014 0.0647 Normal Soln
4845 45.0351 45.0351 50.0000 0.0000 0.0017 0.2623 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0017 0.0499 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0012 0.0324 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 14.3778 14.3778 25.0919 0.0000 0.0042 0.0483 Normal Soln
4746u 5.3007 5.3007 17.4813 0.0000 -0.0037 1.8118 Normal Soln
4645o 24.7670 24.7670 50.0000 0.0000 0.0047 0.0533 Normal Soln
4645u 6.9685 6.9685 23.9807 0.0000 0.0055 2.7713 Normal Soln
3836o 30.6144 30.6144 50.0000 0.0000 0.0016 0.0449 Normal Soln
3635o 15.3678 15.3678 32.0356 0.0000 0.0182 0.0691 Normal Soln
2217o 18.2869 18.2869 33.9066 0.0000 0.0107 0.1722 Normal Soln
2217u 5.5347 5.5347 15.4467 0.0000 -0.0850 4.0605 Normal Soln
2019o 23.4457 23.4457 40.0602 0.0000 0.0074 0.0439 Normal Soln
2019u 5.1482 5.1482 11.6149 0.0000 0.0070 1.5775 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0038 0.0182 Normal Soln
1918u 15.9254 15.9254 36.8809 0.0000 0.0154 2.0627 Normal Soln
1817o 14.4668 14.4668 37.9244 0.0000 0.0095 0.2132 Normal Soln
1817u 4.0412 4.0412 10.3227 0.0000 -0.0250 3.8043 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0013 0.0107 Normal Soln
1009u 10.3764 10.3764 30.3240 0.0000 0.0027 1.7105 Normal Soln
0706o 29.1559 29.1559 50.0000 0.0000 0.0018 0.0349 Normal Soln
0706u 6.7811 6.7811 24.4402 0.0000 -0.0027 1.7548 Normal Soln
0604o 30.6702 30.6702 50.0000 0.0000 0.0044 0.1072 Normal Soln
0604u 9.6932 9.6932 20.7917 0.0000 0.0093 2.2326 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0018 0.0226 Normal Soln
0504u 12.4136 12.4136 33.5200 0.0000 0.0049 2.0398 Normal Soln
0403o 14.0105 14.0105 29.9473 0.0000 0.0048 0.0852 Normal Soln
0403u 3.2473 3.2473 6.9705 0.0000 0.0138 1.2633 Normal Soln
0302o 5.5137 5.5137 15.0720 0.0000 0.0182 2.0021 Normal Soln
0302u 2.7268 2.7268 11.9132 0.0000 -0.0081 0.6856 Normal Soln
14a14bo 6.0461 6.0461 24.9160 0.0000 0.0228 0.0717 Normal Soln
14a14bu 1.8827 1.8827 4.9968 10.3333 -0.0114 3.0362 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/ 0.01 / 1.06/ 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/ 0.01 / 5114b/ 0.01 /
4342/ 0.00 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.45 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.15 /
2524/ 0.19 / 2422/ 0.27 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.35 /
1615/ 0.20 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.21 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.06 / 0201/ 0.09 / 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/ 0.21 /
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/ 0.28 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.36 / 5047/ 0.22 / 5114b/ 0.05 /
4342/ 0.25 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.06 / 3024/ 0.18 /
3036/ 3.22 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.48 / 2930/ 0.21 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.04 /
2117/ 0.03 / 1714B/ 1.72 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.08 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.10 /
0912/ 0.24 / 0908/ 0.15 / 0811/ 0.28 /
0804/ 0.18 / 0201/ 0.27 / 5248/ 0.31 /
4845/ 0.22 / 4250/ 0.35 / 5338/ 1.73 /
3851/ 0.03 / 4746o/ 0.01 / 4746u/ 0.12 /
4645o/ 0.04 / 4645u/ 0.12 / 3836o/ 3.26 /
3635o/ 0.01 / 2217o/ 0.39 / 2217u/ 0.29 /
2019o/ 0.08 / 2019u/ 0.18 / 1918o/ 0.05 /
1918u/ 0.24 / 1817o/ 0.18 / 1817u/ 0.24 /
1009o/ 0.01 / 1009u/ 0.15 / 0706o/ 0.03 /
0706u/ 0.12 / 0604o/ 0.05 / 0604u/ 0.15 /
0504o/ 0.08 / 0504u/ 0.12 / 0403o/ 0.01 /
0403u/ 0.29 / 0302o/ 0.29 / 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/ 8.94 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.03 /
N38/ 1.10 / N51/ 1.02 / N48/ 1.06 /
N50/ 1.06 / N47/ 1.11 / N46/ 1.12 /
N45/ 1.16 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.07 / N36/ 1.39 / N35/ 1.16 /
N34/ 0.15 / N31/ 0.03 / N30/ 1.67 /
N29/ 0.15 / N28/ 0.09 / N27/ 1.38 /
N26/ 0.23 / N25/ 0.84 / N24/ 1.61 /
N23/ 0.14 / N22/ 1.78 / N21/ 1.16 /
N20/ 1.03 / N19/ 1.57 / N18/ 1.34 /
N17/ 1.41 / N16/ 1.83 / N15/ 1.29 /
N14B/ 1.32 / N14A/ 1.30 / N13/ 0.84 /
N12/ 0.87 / N11/ 1.02 / N10/ 1.02 /
N9/ 1.03 / N8/ 1.05 / N7/ 1.04 /
N6/ 1.07 / N5/ 1.03 / N4/ 1.16 /
N3/ 0.93 / N2/ 0.94 / N1/ 0.94 /
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/ 0.00 / 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/ 0.09 / 5047/ 0.08 / 5114b/ 0.02 /
4342/ 0.06 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.06 /
3036/ 2.90 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.17 / 2930/ 0.08 / 2725/ 0.01 /
2524/ 0.01 / 2422/ 0.08 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.07 /
1615/ 0.12 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.06 / 1502/ 0.45 / 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/ 0.14 / 5248/ 0.07 /
4845/ 0.10 / 4250/ 0.08 / 5338/ 0.54 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.46 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.10 /
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/ 0.31 /
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/ 0.01 / 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/ 1.06 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/ 1.06/ 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/ 1.06/ 1.06 0302u/ 1.10/ 1.06/
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........ 7901
Total number of time steps during simulation.... 5776
Ratio of actual # of time steps / NTCYC......... 1.337
Average number of iterations per time step...... 1.368
Average time step size(seconds)................ 3.740
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.528
Average minimum implicit time step (sec)........ 1.424
Average minimum junction time step (sec)........ 1.424
Average Courant Factor Tf....................... 1.424
Number of times omega reduced................... 50
*=========================================================*
| 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 1.09 6301 0 5 0 0 0
N53 0 1.09 6309 0 4 0 0 0
N52 0 1.17 6769 0 8 0 0 0
N38 0 1.12 6452 0 7 0 0 0
N51 0 1.07 6185 1 19 1 0 0
N48 0 1.21 6961 1 18 1 0 0
N50 0 1.25 7247 1 23 1 0 0
N47 0 1.35 7812 0 8 0 0 0
N46 0 1.39 8013 1 9 0 0 0
N45 0 1.52 8764 0 14 2 0 0
N43 0 1.09 6313 0 5 0 0 0
N42 0 1.19 6867 0 7 0 0 0
N37 0 1.09 6278 0 6 0 0 0
N36 0 1.59 9157 0 11 2 0 0
N35 0 1.37 7933 1 18 1 0 0
N34 0 1.33 7670 0 7 0 0 0
N31 0 1.14 6560 0 13 1 0 0
N30 0 1.58 9139 2 25 4 1 0
N29 0 1.35 7773 0 7 0 0 0
N28 0 1.12 6447 0 7 0 0 0
N27 0 1.44 8336 1 26 1 1 0
N26 0 1.32 7613 0 6 0 0 0
N25 0 1.20 6947 0 11 1 0 0
N24 0 1.29 7442 1 9 0 0 0
N23 0 1.23 7110 0 8 0 0 0
N22 0 1.61 9314 14 19 3 0 0
N21 0 1.39 8032 1 19 1 0 0
N20 0 1.28 7420 0 22 1 0 0
N19 0 1.44 8326 1 12 1 0 0
N18 0 1.51 8721 0 9 0 0 0
N17 0 1.95 11238 3 13 1 0 0
N16 0 1.48 8553 1 11 4 0 0
N15 0 1.27 7329 0 7 0 0 0
N14B 0 1.81 10476 0 11 1 0 0
N14A 0 1.66 9615 5 15 21 0 0
N13 0 1.53 8866 0 8 0 0 0
N12 0 1.49 8591 0 7 0 0 0
N11 0 1.54 8909 0 9 0 0 0
N10 0 1.18 6803 0 16 1 0 0
N9 0 1.28 7397 0 6 0 0 0
N8 0 1.33 7710 0 11 1 0 0
N7 0 1.19 6889 0 5 0 0 0
N6 0 1.42 8230 1 18 2 0 0
N5 0 1.18 6814 0 6 0 0 0
N4 0 1.60 9260 1 9 0 0 0
N3 0 1.94 11213 0 9 0 0 0
N2 0 1.77 10201 0 9 0 0 0
N1 0 1.58 9123 14 26 17 2 0
Total number of iterations for all junctions.. 381428
Minimum number of possible iterations......... 277248
Efficiency of the simulation.................. 1.38
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 8.9242 0 16 0.0000 1.0758 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5246 0 16 0.0000 1.4754 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0341 0 20 0.0000 2.9659 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0977 0 23 0.0000 3.9023 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8226 0 15 0.0000 5.1774 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6583 0 20 0.0000 5.3417 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7634 0 20 0.0000 4.2366 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.7063 0 20 0.0000 5.2937 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1167 0 20 0.0000 5.8833 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6616 0 20 0.0000 6.3384 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2226 0 15 0.0000 0.7774 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3298 0 18 0.0000 2.6702 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0710 0 15 0.0000 2.9290 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8631 0 20 0.0000 4.1369 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3575 0 20 0.0000 5.6425 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2538 0 20 0.0000 5.7462 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5255 0 15 0.0000 2.4745 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8695 0 19 0.0000 4.1305 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5502 0 16 0.0000 3.4498 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3853 0 15 0.0000 1.6147 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7335 0 15 0.0000 3.2665 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7318 0 16 0.0000 3.2682 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7133 0 21 0.4683 4.2867 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1989 0 21 0.8889 5.8011 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8382 0 15 0.0000 5.1618 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.6444 0 21 0.0000 6.3556 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1634 0 21 0.0000 6.8366 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0299 0 15 0.0000 2.9701 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0739 0 20 0.0000 3.9261 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2391 0 21 0.0000 6.7609 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1632 0 21 0.0000 6.8368 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1648 0 21 0.7648 6.8352 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.4990 0 25 0.4640 7.5010 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1226 0 22 0.0000 6.8774 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.9011 0 22 0.0000 7.0989 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6996 0 22 0.0000 7.3004 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.5526 0 24 0.0000 7.4474 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.3579 0 25 0.0000 7.6421 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6177 0 15 0.0000 5.3823 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5265 0 16 0.0000 6.4735 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0522 0 15 0.0000 6.9478 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0355 0 15 0.0000 4.9645 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5694 0 15 0.0000 5.4306 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3277 0 15 0.0000 5.6723 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8631 0 16 0.0000 7.1369 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0324 0 25 0.0000 7.9676 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9928 0 25 0.0000 8.0072 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.8731 0 25 0.0000 8.1269 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 0.1277 0 16 0.2009 0 15 0.0154 8.9242 7.0341 .1208 .1703
5047 2.8812 1.4600 200.0000 0.4297 0 20 0.5321 0 21 0.1491 5.7634 4.7063 .3171 .5315
5114b 3.5733 1.8108 200.0000 0.0961 0 15 0.4170 0 13 0.0269 4.8226 3.1226 .1132 .6128
4342 10.3858 1.3631 200.0000 0.1319 0 16 0.1991 0 15 0.0127 9.2226 7.3298 .1132 .1490
3736 14.9983 3.6090 400.0000 0.1498 0 15 0.7449 0 8 0.0100 7.0710 5.8695 .1774 .8738
3534 5.8173 1.4765 400.0000 1.2559 0 20 0.8215 0 20 0.2159 4.3575 4.2538 .3938 .3845
3422 6.0122 1.5213 400.0000 1.2518 0 20 0.6745 0 18 0.2082 4.2538 3.6444 .3845 .6110
3130 13.5508 2.2744 300.0000 0.2264 0 15 0.4034 0 11 0.0167 7.5255 5.8695 .0851 .5651
3024 0.4621 2.9058 450.0000 0.4518 0 47 2.9591 0 47 0.9777 5.8695 4.1989 3.710 2.975
3036 6.7857 1.4251 400.0000 0.8815 0 19 0.3271 0 19 0.1299 5.8695 5.8631 .6238 .8577
2827 15.5945 3.7524 400.0000 0.2605 0 15 1.0777 0 15 0.0167 8.3852 6.7847 .2131 .2117
2726 18.5574 3.1124 300.0000 0.4875 0 15 0.2161 0 7 0.0263 6.7335 6.7318 .1118 .7726
2629 2.4524 0.5150 400.0000 0.4832 0 16 0.3841 0 16 0.1970 6.7318 6.5502 .5795 .3756
2930 11.6053 2.4373 400.0000 0.8647 0 16 1.0012 0 12 0.0745 6.5502 5.8695 .3756 .6238
2725 0.2218 2.0080 375.0000 0.2607 0 8 2.4162 0 7 1.1756 6.7335 5.7133 3.689 2.248
2524 0.2779 2.5163 375.0000 0.2532 0 8 2.4501 0 8 0.9109 5.7133 4.1989 2.248 3.570
2422 0.8401 2.9711 600.0000 0.6545 0 9 2.3058 0 9 0.7792 4.1986 3.6444 2.681 2.974
L575 4.4056 1.1111 300.0000 0.4662 0 16 0.5348 0 16 0.1058 4.8382 3.6444 .4605 .8147
2117 10.3655 2.0976 500.0000 0.2335 0 13 0.4903 0 12 0.0225 3.1634 3.1632 .3267 .4264
1714B 8.1188 0.9553 500.0000 1.7985 0 22 0.4662 0 22 0.2215 3.1632 3.1226 .6264 .6451
1716 3.1532 3.6415 1050.000 2.0659 0 15 2.3787 0 15 0.6552 3.1632 3.1652 1.345 1.728
1615 0.7725 1.7486 750.0000 1.2171 0 15 2.7385 0 15 1.5756 3.1648 2.4990 2.433 1.718
1614A 0.7872 1.7819 750.0000 0.8509 0 14 1.9186 0 14 1.0809 3.1648 2.9011 2.019 1.734
4514B 28.0567 3.5017 450.0000 0.9660 0 20 0.9805 0 12 0.0344 3.6616 3.1226 .3590 .6057
4515 0.1942 2.7467 300.0000 0.1739 0 56 2.4316 0 57 0.8958 3.6616 2.4990 3.871 4.296
1502 0.6052 1.1322 825.0000 1.3669 0 15 2.7049 0 13 2.2584 2.4990 1.9928 1.562 1.142
14A13 16.6072 0.8411 1700.000 -3.4063 0 22 -0.6025 0 22 -0.2051 2.9011 2.6996 .6124 .6468
1312 15.7543 0.6101 1400.000 3.4023 0 22 0.5477 0 20 0.2160 2.6996 2.5526 .5997 .6233
1211 22.0747 0.6694 1700.000 3.2818 0 24 0.3599 0 23 0.1487 2.5526 2.3579 .5133 .5988
1103 34.9730 0.7240 2000.000 3.6038 0 25 0.4237 0 25 0.1030 2.3579 2.0324 .5090 .4662
0912 7.4604 1.8954 400.0000 0.0842 0 16 0.0602 0 15 0.0113 3.5265 2.5526 .0661 1.381 *
0908 0.1628 1.4741 375.0000 0.1341 0 11 1.2012 0 11 0.8237 3.5265 3.0522 2.737 2.806
0811 6.0914 1.5476 400.0000 0.2124 0 15 0.4116 0 15 0.0349 3.0522 2.3579 .1306 .8948
0804 0.2208 1.3886 450.0000 0.2398 0 10 1.4984 0 10 1.0858 3.0522 2.8631 2.338 2.584
0201 142.3584 2.9703 2000.000 6.0021 0 25 1.3660 0 48 0.0422 1.9928 1.8731 .4714 .4716
5248 8.1651 1.4277 200.0000 0.2284 0 21 0.3444 0 21 0.0280 7.0341 4.8263 .1703 .1315
4845 2.5500 1.2922 200.0000 0.3302 0 20 0.3219 0 15 0.1295 4.6583 3.6616 .2913 .8078
4250 11.5986 1.2184 200.0000 0.2893 0 18 0.1754 0 15 0.0249 7.3298 5.7634 .1490 .3171
5338 8.7547 1.3127 200.0000 0.1416 0 16 0.1175 0 0 0.0162 8.5246 6.0977 .1232 .4884
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0977 4.8226 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.4192 0 20 0.9965 0 20 0.0241 4.7063 4.1167 .2658 .2918
4746u 0.1498 2.1194 300.0000 0.1018 0 14 1.4301 0 7 0.6798 4.7063 4.1167 3.687 3.722
4645o 15.8729 2.3953 400.0000 0.4218 0 20 0.5971 0 16 0.0266 4.1167 3.6616 .2918 .4039
4645u 0.1105 1.5637 300.0000 0.0989 0 15 1.3761 0 15 0.8952 4.1167 3.6616 3.722 3.871
3836o 9.9729 2.0945 400.0000 0.2226 0 23 0.1276 0 24 0.0223 6.0977 5.8631 .2442 .8577
3635o 35.6736 2.3986 400.0000 1.2177 0 20 0.6243 0 20 0.0341 5.8631 5.2880 .2327 .2199
2217o 14.0423 2.7133 500.0000 1.2095 0 21 1.0369 0 38 0.0861 3.6444 3.1917 .4888 .4835
2217u 0.6241 1.4127 750.0000 1.0063 0 45 2.2659 0 45 1.6123 3.6444 3.1632 2.379 1.884
2019o 11.6942 3.9474 300.0000 0.2570 0 15 0.7516 0 13 0.0220 7.0299 6.0739 .0997 .2463
2019u 0.6375 4.0085 450.0000 0.4139 0 26 2.5861 0 26 0.6492 7.0299 6.0739 2.288 3.497
1918o 18.5045 3.0423 400.0000 0.1687 0 20 0.1664 0 17 0.0091 6.0739 3.2391 .1848 .5977
1918u 0.9440 3.3387 600.0000 0.8509 0 16 2.9826 0 16 0.9014 6.0739 3.2391 2.623 2.231
1817o 9.1593 1.0777 500.0000 0.9769 0 21 0.5803 0 17 0.1067 3.2391 3.1632 .4782 .4264
1817u 0.5070 1.7932 600.0000 0.6055 0 10 2.1327 0 10 1.1942 3.2391 3.1632 2.231 2.355
1009o 8.3091 2.9949 300.0000 0.0445 0 15 0.3848 0 15 0.0054 4.6177 3.5265 .0591 .0882
1009u 0.2415 2.1864 375.0000 0.1841 0 14 1.6489 0 14 0.7624 4.6177 3.5265 2.714 2.737
0706o 7.2322 2.6020 300.0000 0.1211 0 15 0.3855 0 13 0.0167 5.0355 4.5694 .1184 .2314
0706u 0.1248 1.7661 300.0000 0.0878 0 9 1.2284 0 7 0.7034 5.0355 4.5694 3.451 3.564
0604o 9.6606 3.5641 300.0000 0.5180 0 16 1.1207 0 16 0.0536 4.5694 2.8692 .2314 .2305
0604u 0.3116 2.8210 375.0000 0.3050 0 39 2.7415 0 39 0.9791 4.5694 2.8631 2.851 3.101
0504o 8.6316 3.1473 300.0000 0.0958 0 15 0.5079 0 13 0.0111 4.3277 2.8631 .0925 .2103
0504u 0.1541 2.1802 300.0000 0.1346 0 11 1.8798 0 11 0.8736 4.3277 2.8631 3.425 3.877
0403o 9.0589 2.2976 400.0000 0.3858 0 16 0.6678 0 16 0.0426 2.8631 2.0538 .1577 .1345
0403u 1.9283 4.3647 750.0000 1.1893 0 13 2.8709 0 12 0.6168 2.8631 2.0324 1.550 1.243
0302o 2.9365 0.3241 300.0000 2.9377 0 25 0.6636 0 22 1.0004 2.0324 1.9928 .7079 .6092
0302u 3.2556 3.6173 600.0000 0.7568 0 42 0.8396 0 42 0.2325 2.0324 1.9928 1.554 1.571
14a14bo 75.9084 3.3944 500.0000 2.7146 0 22 0.4016 0 15 0.0358 3.1226 2.9011 .2651 .8023
14a14bu 0.1368 1.9347 300.0000 0.1432 0 52 2.0015 0 52 1.0474 3.1226 2.9011 4.408 4.337
FREE # 1 Undefnd Undefnd Undefn 6.0203 0 25
*==================================================*
| 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 0.0198 0.6887 0.0054
5047 3.7222 37.5139 0.0000 318.7639 0.0814 0.8124 0.0448
5114b 4.7083 32.1389 0.0000 323.1528 0.0642 0.6437 0.0103
4342 0.1667 359.8333 0.0000 0.0000 0.0169 0.6746 0.0051
3736 0.1667 50.9667 0.0000 308.8667 0.1189 1.6136 0.0387
3534 4.1667 355.8333 0.0000 0.0000 0.1512 1.5291 0.1277
3422 4.1667 34.1111 0.0000 321.7222 0.1867 1.9077 0.1301
3130 0.1667 46.5556 0.0000 313.2778 0.0876 1.7612 0.0123
3024 0.1667 39.0942 0.0000 320.7391 0.1303 0.1639 3.4141
3036 7.4722 47.2292 305.2986 0.0000 0.1509 2.7013 0.0968
2827 0.1667 0.0000 0.0000 359.8333 0.0418 0.2418 0.0915
2726 326.8889 33.1111 0.0000 0.0000 0.1198 2.4228 0.0265
2629 0.2500 359.7500 0.0000 0.0000 0.1017 1.2580 0.0733
2930 0.2500 46.6250 0.0000 313.1250 0.1012 1.2652 0.1450
2725 0.1667 359.8333 0.0000 0.0000 0.1097 0.1139 2.1384
2524 0.1667 51.6250 0.0000 308.2083 0.1118 0.1146 2.0864
2422 0.1667 359.8333 0.0000 0.0000 0.1744 0.2906 3.4441
L575 0.1667 30.6111 0.0000 329.2222 0.0951 1.6236 0.0709
2117 2.6944 32.3056 0.0000 325.0000 0.1794 1.8266 0.0240
1714B 317.4722 33.7500 8.7778 0.0000 0.1646 3.8598 0.1481
1716 0.1667 356.6667 0.0000 3.1667 0.2938 0.8902 3.6174
1615 0.1667 359.8333 0.0000 0.0000 0.2281 0.4522 4.0334
1614A 4.5417 58.8750 296.5833 0.0000 0.2280 0.4615 2.3259
4514B 308.5694 40.3368 0.0000 11.0938 0.0958 2.1301 0.0987
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.4964
1502 0.1667 359.8333 0.0000 0.0000 0.2356 0.5472 2.6131
14A13 99.1667 260.8333 0.0000 0.0000 0.3720 5.6545 0.6448
1312 99.0833 260.9167 0.0000 0.0000 0.3210 6.5337 0.4542
1211 6.7083 353.2917 0.0000 0.0000 0.4707 9.1770 0.3384
1103 0.1667 359.8333 0.0000 0.0000 0.3478 8.5053 0.4127
0912 345.6806 14.3194 0.0000 0.0000 0.1803 1.9015 0.0094
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.2277
0811 336.9792 19.0000 0.0000 4.0208 0.1680 1.7560 0.0217
0804 0.1667 359.8333 0.0000 0.0000 0.1280 0.1643 1.3236
0201 0.1667 359.8333 0.0000 0.0000 0.3533 7.1731 0.8724
5248 0.1667 0.0000 0.0000 359.8333 0.0223 0.6645 0.0103
4845 4.3333 51.2639 0.0000 304.4028 0.1023 1.0308 0.0352
4250 0.2500 356.2778 0.0000 3.4722 0.0358 1.7842 0.0076
5338 0.1667 356.1944 0.0000 3.6389 0.0477 1.6680 0.0052
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 322.0972 34.7917 0.0000 3.1111 0.0551 0.4214 0.1109
4746u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0729 1.5644
4645o 321.4514 38.5486 0.0000 0.0000 0.0565 0.7378 0.0796
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 1.5499
3836o 3.7778 356.2222 0.0000 0.0000 0.1075 1.8039 0.0276
3635o 320.4167 0.0000 0.0000 39.5833 0.0467 1.9505 0.0565
2217o 325.7500 3.2500 0.0000 31.0000 0.0878 1.3264 0.2217
2217u 0.1667 359.8333 0.0000 0.0000 0.2134 0.4523 3.4221
2019o 345.7292 11.1944 0.0000 3.0764 0.0491 0.4876 0.0273
2019u 0.1667 359.8333 0.0000 0.0000 0.1351 0.1658 2.5317
1918o 347.3611 12.6389 0.0000 0.0000 0.0636 1.0633 0.0251
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.3331
1817o 324.1667 22.7222 0.0000 13.1111 0.0945 1.8835 0.1176
1817u 0.1667 359.8333 0.0000 0.0000 0.1824 0.2962 2.1477
1009o 350.7778 9.2222 0.0000 0.0000 0.0192 0.1176 0.0082
1009u 0.1667 359.8333 0.0000 0.0000 0.1054 0.1139 1.6832
0706o 334.1944 25.8056 0.0000 0.0000 0.0418 0.3209 0.0197
0706u 0.1667 359.8333 0.0000 0.0000 0.0902 0.0727 1.2510
0604o 329.1597 0.0000 0.0000 30.8403 0.0554 0.4623 0.0776
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.6868
0504o 346.3889 11.8056 0.0000 1.8056 0.0362 0.2680 0.0162
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0730 1.8606
0403o 347.2465 1.8889 0.0000 10.8646 0.0582 0.5777 0.0390
0403u 0.1667 359.8333 0.0000 0.0000 0.2217 0.4621 2.5100
0302o 328.8333 17.3611 0.0000 13.8056 0.1351 4.4951 0.1291
0302u 0.1667 359.8333 0.0000 0.0000 0.3111 0.9868 0.6722
14a14bo 325.6667 33.2222 0.0000 1.1111 0.1688 9.0162 0.0804
14a14bu 4.7083 355.2917 0.0000 0.0000 0.0839 0.0727 1.8989
*===========================================*
| 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 0.0093 199.8457 0.0003 0.9990 0.1802 0.0053 0.1637 2.7890
5047 0.0357 770.0686 0.0011 0.9836 1.0089 0.0182 0.1804 0.0350
5114b 0.0059 127.6308 0.0003 0.9791 0.9350 0.0106 0.1060 0.0350
4342 0.0090 195.2331 0.0003 0.9990 0.2112 0.0043 0.1473 2.7890
3736 0.0096 207.1910 0.0004 0.9990 0.9013 0.0301 0.3835 1.2396
3534 0.0559 1207.9812 0.0029 0.9813 0.2517 0.0219 0.2191 0.0350
3422 0.0564 1217.4652 0.0029 0.9813 0.4594 0.0281 0.2834 0.0450
3130 0.0139 299.4887 0.0006 0.9990 0.8265 0.0192 0.3844 2.1693
3024 0.0659 1423.7420 0.0017 0.9990 1.3807 0.0556 0.0590 0.8057
3036 0.0177 383.3210 0.0034 0.9692 0.0193 0.0607 0.7773 0.0207
2827 0.0163 351.7113 0.0007 0.9990 1.2769 0.0106 0.0421 1.2396
2726 0.0183 395.3946 0.0011 0.2164 0.0574 0.0363 0.3492 0.0200
2629 0.0214 462.9117 0.0011 0.9990 0.1772 0.0240 0.1727 2.1693
2930 0.0484 1045.3214 0.0021 0.9990 0.6564 0.0268 0.2511 1.2396
2725 0.0268 579.7204 0.0008 0.9990 1.1462 0.0368 0.0333 0.8057
2524 0.0266 575.0567 0.0008 0.9986 1.5709 0.0358 0.0325 0.6609
2422 0.0928 2004.4708 0.0029 0.9990 0.8332 0.0742 0.1036 0.8057
L575 0.0248 535.9675 0.0012 0.9990 0.5340 0.0198 0.2364 2.7890
2117 0.0140 303.3667 0.0010 0.9891 0.8225 0.0266 0.2681 0.0200
1714B 0.0556 1200.1933 0.0051 0.2761 0.0270 0.0294 0.5908 0.0212
1716 0.2490 5378.8902 0.0070 0.9990 0.9851 0.1107 0.2764 Section 4
0.8057
1615 0.1699 3669.3380 0.0045 0.9990 0.5872 0.0980 0.1750 0.8057
1614A 0.0792 1711.5786 0.0034 0.9796 0.1330 0.0795 0.1508 0.0130
4514B 0.0636 1372.8630 0.0026 0.3274 0.1765 0.0199 0.3459 0.0214
4515 0.0300 647.8869 0.0009 0.9990 0.5786 0.0449 0.0324 0.8057
1502 0.2000 4319.4732 0.0050 0.9990 0.7600 0.1058 0.1918 0.8057
14A13 -0.2058 -4446.013 0.0078 0.7820 0.0016 0.1186 1.0130 0.1235
1312 0.2064 4457.2800 0.0077 0.7820 0.0605 0.0831 1.0979 0.1208
1211 0.2061 4452.7293 0.0073 0.9733 0.0409 0.1104 1.7029 0.1241
1103 0.2458 5309.0196 0.0085 0.9990 0.1422 0.1098 1.5880 7.7473
0912 0.0019 41.6265 0.0002 0.0925 0.0066 0.0387 0.4050 0.0450
0908 0.0127 274.5393 0.0004 0.9990 0.6164 0.0338 0.0292 0.8677
0811 0.0064 138.8560 0.0005 0.1503 0.0438 0.0251 0.2587 0.0450
0804 0.0197 424.7199 0.0008 0.9990 0.4957 0.0431 0.0458 0.8057
0201 0.5780 12483.794 0.0232 0.9990 0.4968 0.1179 1.3862 2.4792
5248 0.0192 414.3219 0.0006 0.9990 0.6577 0.0059 0.1596 2.7890
4845 0.0278 601.0736 0.0008 0.9808 0.8398 0.0242 0.2419 0.0350
4250 0.0219 472.0176 0.0008 0.9990 0.2518 0.0084 0.3909 2.7890
5338 0.0103 221.8850 0.0003 0.9990 0.0648 0.0156 0.5225 2.7890
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0012 0.0200 0.0450
4746o 0.0215 463.9277 0.0010 0.2465 0.2192 0.0096 0.0578 0.0206
4746u 0.0297 640.9911 0.0004 0.9990 1.1105 0.0327 0.0254 0.8057
4645o 0.0223 481.6526 0.0010 0.2517 0.1145 0.0117 0.1104 0.0206
4645u 0.0290 626.6380 0.0005 0.9990 0.6329 0.0346 0.0269 0.8677
3836o 0.0236 508.7075 0.0006 0.9830 0.0596 0.0493 0.5801 0.0203
3635o 0.0529 1142.7249 0.0027 0.2554 0.1552 0.0074 0.2317 0.0350
2217o 0.0492 1063.7343 0.0028 0.2192 0.1502 0.0140 0.1286 0.0209
2217u 0.1348 2910.6731 0.0037 0.9990 0.7336 0.0892 0.1523 0.8057
2019o 0.0072 154.7905 0.0006 0.0926 0.1079 0.0031 0.0307 0.0200
2019u 0.0374 808.4819 0.0013 0.9990 1.6324 0.0445 0.0395 0.8057
1918o 0.0032 68.1889 0.0004 0.0791 0.0095 0.0094 0.1335 0.0205
1918u 0.0772 1666.9068 0.0022 0.9990 1.1079 0.0597 0.0753 0.8057
1817o 0.0535 1156.1883 0.0021 0.2339 0.0993 0.0174 0.2381 0.0206
1817u 0.0472 1020.4335 0.0024 0.9990 0.5948 0.0676 0.0934 0.8057
1009o 0.0006 12.2696 0.0001 0.0596 0.0406 0.0010 0.0060 0.0208
1009u 0.0140 303.0442 0.0005 0.9990 1.0535 0.0312 0.0242 0.8677
0706o 0.0036 78.3797 0.0003 0.1690 0.0888 0.0047 0.0327 0.0208
0706u 0.0096 207.2585 0.0003 0.9990 0.6073 0.0290 0.0202 0.8057
0604o 0.0203 438.2418 0.0011 0.2005 0.2734 0.0068 0.0500 0.0205
0604u 0.0350 756.3844 0.0010 0.9990 1.3294 0.0384 0.0333 0.8057
0504o 0.0020 43.1065 0.0002 0.0881 0.0637 0.0022 0.0150 0.0206
0504u 0.0120 259.6654 0.0004 0.9990 0.6390 0.0293 0.0196 0.8057
0403o 0.0081 174.9447 0.0009 0.0805 0.0685 0.0037 0.0366 0.0450
0403u 0.1087 2346.9323 0.0033 0.9990 2.2704 0.0719 0.1246 0.8057
0302o 0.1280 2764.2521 0.0067 0.1979 0.1008 0.0178 0.4990 0.0283
0302u 0.2358 5093.7812 0.0030 0.9990 0.1446 0.1000 0.3185 0.4339
14a14bo 0.1119 2417.3577 0.0062 0.2209 0.0662 0.0201 0.9688 0.0350
14a14bu 0.0143 309.3299 0.0005 0.9789 0.1958 0.0373 0.0277 0.0130
FREE # 1 0.5780 12485.607
*===============================================================*
| 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 0.1277 0.0000 0.9983 0.0193 0.0241 8.9242 7.0315 Max Flow
5047 0.4297 0.0000 0.4603 0.0580 0.0634 5.7634 4.7057 Max Flow
5114b 0.0961 0.0000 0.2329 0.0212 0.0225 4.8226 3.0654 Max Flow
4342 0.1319 0.0000 1.0152 0.0188 0.0224 9.2226 7.3290 Max Flow
3736 0.1498 0.0000 0.0047 0.0835 0.0706 7.0710 5.8400 Max Flow
3534 1.2558 0.0000 0.1026 0.1186 0.1568 4.3574 4.2536 Max Flow
3422 1.2517 0.0000 0.3313 0.1183 0.1536 4.2538 3.6410 Max Flow
3130 0.2264 0.0000 0.0459 0.0237 0.0254 7.5255 5.8400 Max Flow
3024 0.4515 1.3094 1.1824 0.4294 0.3598 5.8104 3.2623 Max Flow
3036 0.8815 0.0000 0.0125 0.1698 0.1974 5.8694 5.8626 Max Flow
2827 0.2604 0.0000 1.5979 0.1042 0.0847 8.3852 6.7847 Max Flow
2726 0.4873 0.0000 0.0029 0.0393 0.0333 6.7335 6.7268 Max Flow
2629 0.4832 0.0000 0.1713 0.1310 0.2213 6.7317 6.5502 Max Flow
2930 0.8646 0.0000 0.2211 0.1683 0.1501 6.5502 5.8612 Max Flow
2725 0.2605 0.8526 0.6068 0.3506 0.3750 6.7060 5.2151 Max Flow
2524 0.2511 0.4850 1.5668 0.3480 0.2793 5.2659 3.2509 Max Flow
2422 0.6472 0.2742 0.4297 0.5181 0.3952 3.5475 2.8802 Max Flow
L575 0.4595 0.0000 1.2905 0.1117 0.1319 4.8340 3.5295 Max Flow
2117 0.2310 0.0000 0.0527 0.0382 0.0490 3.0511 2.9962 Max Flow
1714B 1.7982 0.0000 0.0416 0.2265 0.3075 3.1630 3.1225 Max Flow
1716 2.0659 -0.1830 0.1704 0.8175 0.6200 3.0600 3.0693 Max Flow
1615 1.2164 0.4242 0.3185 0.6653 0.7500 3.0781 2.3298 Max Flow
1614A 0.8504 0.4188 0.0579 0.5714 0.7500 3.0580 2.5800 Max Flow
4514B 0.9660 0.0000 0.0779 0.1697 0.1615 3.6616 3.1206 Max Flow
4515 0.1739 0.6472 1.0109 1.0305 0.2218 3.5307 1.8682 Max Flow
1502 1.3669 -0.2123 0.7601 0.6990 0.8250 2.3357 1.8121 Max Flow
14A13 0.0153 0.0000 0.0085 0.0704 0.1312 1.9906 1.9803 Max Flow
1312 3.4022 0.0000 0.1619 0.5293 0.8356 2.6996 2.5398 Max Flow
1211 3.2817 0.0000 0.2029 0.5038 0.8465 2.5522 2.3529 Max Flow
1103 3.5990 0.0000 0.3175 0.5201 1.0202 2.3579 2.0322 Max Flow
0912 0.0842 0.0000 0.0049 0.0191 0.0257 3.5265 2.3010 Max Flow
0908 0.1341 0.1603 0.3320 0.2701 0.2593 3.5051 3.0126 Max Flow
0811 0.2124 0.0000 0.9208 0.0360 0.0518 3.0521 2.0551 Max Flow
0804 0.2389 0.1987 0.3467 0.3440 0.4500 3.0034 2.4675 Max Flow
0201 6.0001 0.0000 0.1204 0.7557 0.9422 1.9928 1.8722 Max Flow
5248 0.2264 0.0000 2.2055 0.0262 0.0304 7.0341 4.8262 Max Flow
4845 0.3301 0.0000 0.1575 0.0487 0.0582 4.6582 3.6615 Max Flow
4250 0.2893 0.0000 0.2801 0.0241 0.0296 7.3298 5.7616 Max Flow
5338 0.1416 0.0000 0.1202 0.0201 0.0246 8.5246 6.0777 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.4190 0.0000 0.4745 0.1240 0.1060 4.7063 4.1163 Max Flow
4746u 0.1018 0.3328 0.2683 0.2469 0.1815 4.6797 4.0786 Max Flow
4645o 0.4217 0.0000 0.2084 0.1243 0.1165 4.1167 3.6616 Max Flow
4645u 0.0989 0.0795 0.3872 0.2438 0.2217 4.0943 3.6276 Max Flow
3836o 0.2226 0.0000 0.0057 0.0972 0.0976 6.0977 5.8573 Max Flow
3635o 1.2177 0.0000 0.5680 0.0880 0.0903 5.8631 5.2880 Max Flow
2217o 1.2095 0.0000 0.4496 0.2417 0.2430 3.6444 3.1917 Max Flow
2217u 1.0063 0.2589 0.2830 0.6173 0.7500 3.4221 2.8771 Max Flow
2019o 0.2570 0.0000 0.2859 0.0410 0.0295 7.0299 6.0603 Max Flow
2019u 0.4133 1.1515 0.6230 0.4212 0.2639 7.0029 5.2182 Max Flow
1918o 0.1687 0.0000 0.0454 0.0865 0.0735 6.0739 3.2375 Max Flow
1918u 0.8509 0.7707 2.0749 0.5620 0.4459 6.0667 3.2190 Max Flow
1817o 0.9764 0.0000 0.0703 0.1806 0.2406 3.2391 3.1618 Max Flow
1817u 0.6052 0.1923 0.2119 0.5048 0.6000 3.0191 2.6141 Max Flow
1009o 0.0445 0.0000 0.6310 0.0189 0.0170 4.6177 3.5247 Max Flow
1009u 0.1841 0.4688 0.6256 0.3134 0.2452 4.6149 3.5205 Max Flow
0706o 0.1210 0.0000 0.1422 0.0367 0.0354 5.0355 4.5685 Max Flow
0706u 0.0878 0.2587 0.2401 0.2307 0.1856 5.0073 4.5085 Max Flow
0604o 0.5180 0.0000 1.6991 0.0886 0.0691 4.5694 2.8692 Max Flow
0604u 0.3050 0.5143 1.6999 1.0022 0.3005 4.5025 2.2854 Max Flow
0504o 0.0958 0.0000 0.3406 0.0314 0.0274 4.3277 2.8598 Max Flow
0504u 0.1346 0.5907 1.1891 0.2739 0.2172 4.3049 2.5246 Max Flow
0403o 0.3858 0.0000 0.8001 0.0538 0.0586 2.8631 2.0538 Max Flow
0403u 1.1893 0.8172 0.2158 0.6607 0.4261 2.8293 1.7576 Max Flow
0302o 2.9371 0.0000 0.0318 0.1412 0.2736 2.0323 1.9927 Max Flow
0302u 0.7567 0.0645 0.0027 0.2960 0.1783 1.8956 1.8281 Max Flow
14a14bo 2.7143 0.0000 0.0120 0.1445 0.1321 3.1226 2.8999 Max Flow
14a14bu 0.1432 0.4582 0.2140 0.2782 0.2615 2.9044 2.2275 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 7.3333 349.0000 3.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 11.1667 344.1667 4.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.5000 359.3333 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 1.1667 354.6667 4.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 12.5000 343.3333 4.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 7.5000 352.3333 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 352.6667 7.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 351.3333 0.0000 0.0000 0.0000 8.6667 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 48.1667 244.0000 67.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 324.1667 17.6667 1.3333 0.0000 15.6667 0.0000 None
2524 0.3333 0.6667 359.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 318.1667 0.3333 0.0000 35.0000 5.3333 0.0000 None
L575 10.3333 349.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 27.6667 329.6667 2.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 42.5000 317.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.5000 0.6667 301.8333 9.3333 0.0000 34.8333 12.8333 0.0000 None
1615 0.3333 250.6667 0.8333 3.8333 43.6667 0.0000 60.6667 0.0000 None
1614A 0.0000 304.8333 0.0000 15.6667 37.1667 2.0000 0.3333 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 252.3333 87.3333 0.1667 0.0000 20.1667 0.0000 0.0000 0.0000 None
14A13 0.0000 260.8333 99.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 2.8333 258.0000 99.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 353.3333 6.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.3333 359.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 8.1667 345.6667 0.0000 6.1667 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 327.8333 2.3333 0.0000 23.3333 5.3333 0.0000 None
0811 1.8333 21.3333 336.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 287.6667 31.3333 0.0000 24.3333 9.0000 7.6667 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 23.0000 336.6667 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 3.0000 352.6667 4.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 0.5000 359.1667 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 2.1667 357.6667 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 309.0000 0.8333 0.0000 39.0000 10.0000 0.0000 None
4645o 0.0000 2.1667 357.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 305.1667 0.8333 0.0000 51.8333 1.0000 0.0000 None
3836o 0.0000 356.3333 3.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635o 11.6667 27.8333 320.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217o 5.0000 4.3333 350.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 270.1667 53.1667 0.1667 0.0000 36.5000 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 346.3333 0.0000 0.0000 0.0000 12.6667 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 4.6667 31.1667 324.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.6667 295.8333 1.0000 3.6667 33.5000 24.3333 0.0000 None
1009o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.6667 0.5000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 14.5000 345.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 326.0000 0.3333 0.0000 31.6667 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 2.1667 10.5000 347.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.3333 0.8333 324.0000 0.0000 0.0000 0.0000 34.8333 0.0000 None
0302o 6.8333 24.3333 328.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 210.8333 111.1667 0.0000 33.5000 3.3333 0.0000 None
14a14bo 0.5000 2.3333 357.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14a14bu 0.0000 0.0000 303.6667 6.5000 0.0000 49.1667 0.6667 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 350.4167 353.6667 3.2500 0.0000
5047 35.4410 35.4722 0.0000 0.0000
5114b 31.6667 31.6944 304.1991 0.0000
4342 350.8750 353.7083 2.8333 0.0000
3736 51.0083 52.1750 147.3806 0.0000
3534 336.9806 337.1389 0.0417 0.0000
3422 33.0556 33.0833 292.0833 0.0000
3130 46.2361 47.3889 167.2917 0.0000
3024 0.0000 0.0000 307.1111 0.0000
3036 0.0000 29.0000 0.0000 0.0000
2827 0.3611 2.4444 48.8056 0.0000
2726 352.2917 352.2917 0.0000 0.0000
2629 9.1667 9.3542 0.0000 0.0000
2930 46.3056 46.4444 0.0000 0.0000
2725 0.0000 0.0000 319.9167 0.0000
2524 13.3704 13.3889 320.9306 0.0000
2422 303.8472 318.1250 65.3056 0.0000
L575 28.5278 28.5278 0.0000 0.0000
2117 2.8333 31.8056 304.8014 0.0000
1714B 0.0000 27.3611 0.0000 0.0000
1716 270.7465 275.0833 281.1250 0.0000
1615 228.8333 300.8194 0.1250 0.0000
1614A 0.0417 7.4444 0.0000 0.0000
4514B 40.2806 40.3306 2.6111 0.0000
4515 295.9167 298.9167 21.0417 0.0000
1502 1.7500 2.2917 27.3611 0.0000
14A13 299.0417 299.2917 0.0000 0.0000
1312 310.6389 331.3333 0.0000 0.0000
1211 325.0417 349.9306 0.0000 0.0000
1103 47.7778 58.0694 0.0000 0.0000
0912 348.9583 348.9583 0.0000 0.0000
0908 324.0972 327.1157 0.0417 0.0000
0811 344.7222 344.7500 0.1042 0.0000
0804 316.6250 324.7778 0.0000 0.0000
0201 11.0821 19.7366 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 49.6250 49.6250 0.0000 0.0000
4250 87.3611 87.3611 0.0000 0.0000
5338 356.1944 359.8333 3.6389 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 344.6944 345.0000 1.1667 0.0000
4746u 0.9167 300.7500 305.7500 0.0000
4645o 349.2708 349.2708 0.0000 0.0000
4645u 304.6944 304.7222 5.9167 0.0000
3836o 356.2222 356.2222 0.0000 0.0000
3635o 0.0000 0.0000 307.2222 0.0000
2217o 5.2028 7.5639 0.0000 0.0000
2217u 0.0000 0.0000 9.0972 0.0000
2019o 11.0556 11.1389 341.6597 0.0000
2019u 304.0926 333.4028 339.1667 0.0000
1918o 347.1944 347.1944 0.0000 0.0000
1918u 320.9444 321.1111 321.6250 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 288.2500 315.1111 1.5833 0.0000
1009o 348.1944 348.1944 0.0000 0.0000
1009u 320.5000 328.6250 285.2083 0.0000
0706o 350.9722 350.9722 0.0000 0.0000
0706u 314.5667 324.6944 4.1250 0.0000
0604o 0.2431 0.2431 351.0625 0.0000
0604u 320.4028 322.8611 323.6111 0.0000
0504o 346.8333 346.8889 2.7222 0.0000
0504u 322.9583 323.2917 4.2500 0.0000
0403o 336.5278 336.5278 0.2715 0.0000
0403u 59.4444 77.6944 302.9722 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 214.1667 323.5694 0.0000 0.0000
14a14bo 33.1111 33.1111 0.3889 0.0000
14a14bu 299.3333 301.1389 0.0000 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
5453 0.1751 0.2058 0.1751 0.0398 0.0480 0.0398 0.2276 0.2335 0.2276 15.0214 15.4123 15.0214 0.0284
5047 0.1550 0.5299 0.1550 0.0002 0.4293 0.0002 0.0011 0.8102 0.0011 0.0535 38.0778 0.0535 0.0827
5114b 0.0437 0.1495 0.0437 0.0000 0.0960 0.0000 0.0007 0.6423 0.0007 0.0358 32.1142 0.0358 0.0655
4342 0.1841 0.2215 0.1841 0.0430 0.0458 0.0430 0.2338 0.2069 0.2338 12.8609 11.3806 12.8609 0.0257
3736 0.0252 0.1063 0.0252 0.0034 0.1431 0.0034 0.1331 1.3458 0.1331 6.6529 67.2880 6.6529 0.2285
3534 0.1289 0.8227 0.1289 0.0002 1.2556 0.0002 0.0015 1.5261 0.0015 0.0152 15.2607 0.0152 0.1557
3422 0.1400 0.6582 0.1400 0.0005 1.2508 0.0005 0.0038 1.9002 0.0038 0.1504 76.0082 0.1504 0.1939
3130 0.0274 0.1286 0.0274 0.0000 0.2263 0.0000 0.0008 1.7596 0.0008 0.0434 96.7765 0.0434 0.0889
3036 0.1138 0.4121 0.1138 0.0441 0.7934 0.0441 0.3871 1.9251 0.3871 6.9681 34.6514 6.9681 0.2950
2827 0.0000 1.0854 0.0000 0.0000 0.2605 0.0000 0.0000 0.2400 0.0000 0.0000 11.9976 0.0000 0.0850
2726 0.0494 0.2015 0.0494 0.0001 0.4873 0.0001 0.0019 2.4190 0.0019 0.0187 24.1903 0.0187 0.1222
2629 0.1476 0.4084 0.1476 0.0084 0.4663 0.0084 0.0570 1.1419 0.0570 2.5666 51.3850 2.5666 0.1995
2930 0.1531 0.7385 0.1531 0.0089 0.8469 0.0089 0.0582 1.1468 0.0582 2.7928 55.0454 2.7928 0.2001
L575 0.0000 0.2873 0.0000 0.0000 0.4662 0.0000 0.0000 1.6230 0.0000 0.0000 97.3824 0.0000 0.1811
2117 0.0242 0.1282 0.0242 0.0001 0.2334 0.0001 0.0029 1.8209 0.0029 0.0288 18.2086 0.0288 0.1858
1714B 0.2391 0.6633 0.1886 0.3293 1.3989 0.0703 1.3772 2.1090 0.3730 38.5615 59.0525 10.4449 0.3174
4514B 0.1783 0.6503 0.1015 0.1414 0.8164 0.0083 0.7927 1.2553 0.0814 19.0258 30.1279 1.9539 0.2133
14A13 0.3910 0.6468 0.2974 0.3573 3.0371 0.0119 0.9139 4.6957 0.0401 9.1393 46.9569 0.4013 1.1524
1312 0.2083 0.5165 0.6530 0.0694 2.6662 0.6668 0.3330 5.1621 1.0211 4.6619 72.2700 14.2959 0.8528
1211 0.0000 0.3579 0.0618 0.0000 3.2817 0.0001 0.0000 9.1685 0.0017 0.0000 339.2345 0.0616 0.9405
1103 0.2580 0.4969 0.6024 0.7052 2.6430 0.2556 2.7338 5.3186 0.4243 95.6814 186.1518 14.8513 0.9810
0912 0.0060 0.0443 0.0060 0.0000 0.0842 0.0000 0.0019 1.8978 0.0019 0.1031 104.3768 0.1031 0.1936
0811 0.0164 0.1211 0.0164 0.0000 0.2123 0.0000 0.0016 1.7528 0.0016 0.0880 96.4027 0.0880 0.1789
0201 0.1362 1.3379 0.1312 0.2982 5.6024 0.1014 2.1888 4.1875 0.7731 21.8883 41.8748 7.7311 0.9430
5248 0.3240 0.3750 0.3240 0.0662 0.0961 0.0662 0.2042 0.2562 0.2042 11.8418 14.8589 11.8418 0.0306
4845 0.0939 0.3211 0.0939 0.0002 0.3298 0.0002 0.0018 1.0272 0.0018 0.1099 61.6293 0.1099 0.1048
4250 0.1588 0.1739 0.1588 0.1101 0.0692 0.1101 0.6930 0.3982 0.6930 40.1933 23.0941 40.1933 0.0448
5338 0.0830 0.0891 0.0830 0.0479 0.0459 0.0479 0.5766 0.5148 0.5766 44.9748 40.1564 44.9748 0.0565
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 0.9957 0.0000 0.0000 0.4192 0.0000 0.0000 0.4210 0.0000 0.0000 10.5250 0.0000 0.1112
4645o 0.0382 0.6087 0.0241 0.0018 0.4200 0.0000 0.0474 0.6900 0.0003 1.5649 22.7701 0.0096 0.1444
3836o 0.0352 0.1429 0.0352 0.0057 0.2112 0.0057 0.1628 1.4782 0.1628 6.5103 59.1271 6.5103 0.2405
3635o 0.5586 0.7158 0.5883 0.3234 0.4905 0.4039 0.5789 0.6852 0.6864 11.5781 13.7035 13.7284 0.0908
2217o 0.3425 1.3496 0.1309 0.1968 1.0124 0.0002 0.5747 0.7502 0.0016 20.1138 26.2558 0.0553 0.2432
2019o 0.0862 0.5277 0.0862 0.0000 0.2570 0.0000 0.0003 0.4870 0.0003 0.0093 14.6097 0.0093 0.0497
1918o 0.0294 0.1721 0.0294 0.0023 0.1658 0.0006 0.0768 0.9633 0.0215 8.4500 105.9606 2.3690 0.1777
1817o 0.1549 0.6549 0.1548 0.0642 0.8986 0.0141 0.4142 1.3722 0.0909 9.1132 30.1882 1.9995 0.2276
1009o 0.1455 0.4045 0.1455 0.0008 0.0429 0.0008 0.0054 0.1061 0.0054 0.2704 5.3075 0.2704 0.0212
0706o 0.1557 0.4328 0.1557 0.0049 0.1112 0.0049 0.0317 0.2569 0.0317 0.9503 7.7066 0.9503 0.0514
0604o 0.4804 1.3354 0.4804 0.0277 0.4627 0.0277 0.0576 0.3465 0.0576 3.2842 19.7483 3.2842 0.0693
0504o 0.1453 0.4037 0.1453 0.0034 0.0890 0.0034 0.0233 0.2206 0.0233 1.4710 13.8948 1.4710 0.0441
0403o 0.1143 0.6683 0.1143 0.0000 0.3858 0.0000 0.0002 0.5772 0.0002 0.0050 11.5449 0.0050 0.0589
0302o 0.2599 0.5949 0.7526 0.0983 0.9534 1.8861 0.3781 1.6025 2.5060 3.7808 16.0251 25.0600 0.2003
14a14bo 0.2579 0.3615 0.2596 0.6349 1.3418 0.7379 2.4615 3.7114 2.8426 24.6154 37.1137 28.4258 0.2620
*========================================================*
| 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 0.3516 0.4240 0.3516 1.1271 0.09633 34.904 0.3516 0.4240 0.3516 1.1271 0.09633 34.904 0.0000 0.0000 0.0000 None
5047 .001806 4.3928 .001806 4.3964 0.07244 9.9276 .001806 4.3928 .001806 4.3964 0.07244 9.9276 0.0000 0.0000 0.0000 None
5114b .000972 2.9830 .000972 2.9850 0.07815 9.9218 .000972 2.9830 .000972 2.9850 0.07815 9.9218 0.0000 0.0000 0.0000 None
4342 0.3255 0.3466 0.3255 0.9975 0.09686 39.903 0.3255 0.3466 0.3255 0.9975 0.09686 39.903 0.0000 0.0000 0.0000 None
3736 0.4754 20.256 0.4754 21.207 0.4920 14.508 0.4754 20.256 0.4754 21.207 0.4920 14.508 0.0000 0.0000 0.0000 None
3534 .001964 12.620 .001964 12.624 0.08053 9.9195 .001964 12.620 .001964 12.624 0.08053 9.9195 0.0000 0.0000 0.0000 None
3422 .005952 14.146 .005952 14.158 0.06122 9.9388 .005952 14.146 .005952 14.158 0.06122 9.9388 0.0000 0.0000 0.0000 None
3130 .000956 10.012 .000956 10.013 0.08223 19.918 .000956 10.012 .000956 10.013 0.08223 19.918 0.0000 0.0000 0.0000 None
3036 2.0099 36.197 2.0099 40.217 0.9053 19.095 2.0099 36.197 2.0099 40.217 0.9053 19.095 0.0000 0.0000 0.0000 None
2827 0.0000 1.4457 0.0000 1.4457 3.5393 11.461 0.0000 1.4457 0.0000 1.4457 3.5393 11.461 0.0000 0.0000 0.0000 None
2726 .005627 29.780 .005627 29.792 0.06946 19.931 .005627 29.780 .005627 29.792 0.06946 19.931 0.0000 0.0000 0.0000 None
2629 0.1564 8.6615 0.1564 8.9743 3.9828 16.017 0.1564 8.6615 0.1564 8.9743 3.9828 16.017 0.0000 0.0000 0.0000 None
2930 0.1606 15.266 0.1606 15.587 3.9636 16.036 0.1606 15.266 0.1606 15.587 3.9636 16.036 0.0000 0.0000 0.0000 None
L575 0.0000 7.2713 0.0000 7.2713 1.0367 18.963 0.0000 7.2713 0.0000 7.2713 1.0367 18.963 0.0000 0.0000 0.0000 None
2117 .008855 29.645 .008855 29.662 0.06903 9.9310 .008855 29.645 .008855 29.662 0.06903 9.9310 0.0000 0.0000 0.0000 None
1714B 9.9193 42.143 2.1189 54.181 0.07849 23.305 9.9193 42.143 2.1189 54.181 0.07849 23.305 0.0000 0.0000 0.0000 None
4514B 3.0739 17.750 0.1796 21.003 0.07963 21.320 3.0739 17.750 0.1796 21.003 0.07963 21.320 0.0000 0.0000 0.0000 None
14A13 3.0268 25.726 0.1011 28.854 7.2200 21.532 3.0268 25.726 0.1011 28.854 7.2200 21.532 0.0000 0.0000 0.0000 None
1312 0.6994 26.885 6.7235 34.308 12.446 34.826 0.6994 26.885 6.7235 34.308 12.446 34.826 0.0000 0.0000 0.0000 None
1211 0.0000 45.896 .001439 45.897 12.234 30.816 0.0000 45.896 .001439 45.897 12.234 30.816 0.0000 0.0000 0.0000 None
1103 8.7295 32.716 3.1640 44.609 14.154 40.015 8.7295 32.716 3.1640 44.609 14.154 40.015 0.0000 0.0000 0.0000 None
0912 .001887 14.116 .001887 14.120 0.08064 9.9194 .001887 14.116 .001887 14.120 0.08064 9.9194 0.0000 0.0000 0.0000 None
0811 .001526 12.365 .001526 12.368 0.08211 9.9179 .001526 12.365 .001526 12.368 0.08211 9.9179 0.0000 0.0000 0.0000 None
0201 4.3268 81.285 1.4712 87.083 15.747 40.012 4.3268 81.285 1.4712 87.083 15.747 40.012 0.0000 0.0000 0.0000 None
5248 0.3407 0.4947 0.3407 1.1762 0.09588 29.904 0.3407 0.4947 0.3407 1.1762 0.09588 29.904 0.0000 0.0000 0.0000 None
4845 .003400 6.5239 .003400 6.5307 0.06506 9.9349 .003400 6.5239 .003400 6.5307 0.06506 9.9349 0.0000 0.0000 0.0000 None
4250 1.6403 1.0318 1.6403 4.3123 0.09304 49.907 1.6403 1.0318 1.6403 4.3123 0.09304 49.907 0.0000 0.0000 0.0000 None
5338 1.6527 1.5833 1.6527 4.8887 0.09070 34.909 1.6527 1.5833 1.6527 4.8887 0.09070 34.909 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 0.0000 0.0000 10.000 10.000 0.0000 0.0000 0.0000 0.0000 10.000 10.000 0.0000 0.0000 0.0000 None
4746o 0.0000 3.0350 0.0000 3.0350 10.921 19.079 0.0000 3.0350 0.0000 3.0350 10.921 19.079 0.0000 0.0000 0.0000 None
4645o 0.02825 6.5465 .000110 6.5749 0.09878 19.233 0.02825 6.5465 .000110 6.5749 0.09878 19.233 0.0000 0.0000 0.0000 None
3836o 0.6331 23.306 0.6331 24.572 2.6614 17.339 0.6331 23.306 0.6331 24.572 2.6614 17.339 0.0000 0.0000 0.0000 None
3635o 1.9463 2.9521 2.4307 7.3290 0.09052 41.807 1.9463 2.9521 2.4307 7.3290 0.09052 41.807 0.0000 0.0000 0.0000 None
2217o 2.3223 11.946 .002442 14.270 0.09911 15.026 2.3223 11.946 .002442 14.270 0.09911 15.026 0.0000 0.0000 0.0000 None
2019o .000341 3.2912 .000341 3.2919 0.08758 9.9124 .000341 3.2912 .000341 3.2919 0.08758 9.9124 0.0000 0.0000 0.0000 None
1918o 0.1555 11.416 0.04358 11.615 6.8266 20.242 0.1555 11.416 0.04358 11.615 6.8266 20.242 0.0000 0.0000 0.0000 None
1817o 1.4704 20.588 0.3224 22.381 1.4409 21.175 1.4704 20.588 0.3224 22.381 1.4409 21.175 0.0000 0.0000 0.0000 None
1009o .007459 0.4069 .007459 0.4219 1.9905 8.0095 .007459 0.4069 .007459 0.4219 1.9905 8.0095 0.0000 0.0000 0.0000 None
0706o 0.07875 1.7751 0.07875 1.9326 1.2669 8.7331 0.07875 1.7751 0.07875 1.9326 1.2669 8.7331 0.0000 0.0000 0.0000 None
0604o 0.1749 2.9224 0.1749 3.2721 0.8370 9.1630 0.1749 2.9224 0.1749 3.2721 0.8370 9.1630 0.0000 0.0000 0.0000 None
0504o 0.05243 1.3767 0.05243 1.4816 1.4414 8.5586 0.05243 1.3767 0.05243 1.4816 1.4414 8.5586 0.0000 0.0000 0.0000 None
0403o .000143 1.9420 .000143 1.9422 0.09159 9.9084 .000143 1.9420 .000143 1.9422 0.09159 9.9084 0.0000 0.0000 0.0000 None
0302o 1.8851 18.287 36.180 56.353 19.979 53.013 1.8851 18.287 36.180 56.353 19.979 53.013 0.0000 0.0000 0.0000 None
14a14bo 18.943 40.031 22.016 80.990 2.3926 56.130 18.943 40.031 22.016 80.990 2.3926 56.130 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 8.9242 7.0341 66.0000 17.5000 17.4037 17.4037 5.0000 17.4037 17.4037 5.0000 34.8073 34.8073
5047 5.7634 4.7063 47.0000 9.9000 9.8276 9.8276 9.8000 0.0276 0.0276 0.0000 9.8551 9.8551
5114b 4.8226 3.1226 50.0000 9.9000 9.8218 9.8218 9.8000 0.0218 0.0218 0.0000 9.8437 9.8437
4342 9.2226 7.3298 55.0000 20.0000 19.9031 19.9031 5.0000 19.9031 19.9031 5.0000 39.8063 39.8063
3736 7.0710 5.8695 50.0000 11.4000 10.9080 10.9080 7.9000 3.1080 3.1080 0.1000 14.0160 14.0160
3534 4.3575 4.2538 10.0000 9.9000 9.8195 9.8195 9.8000 0.0195 0.0195 0.0000 9.8389 9.8389
3422 4.2538 3.6444 40.0000 9.9000 9.8388 9.8388 9.8000 0.0388 0.0388 0.0000 9.8776 9.8776
3130 7.5255 5.8695 55.0000 19.9000 19.8178 19.8178 19.8000 0.0178 0.0178 0.0000 19.8355 19.8355
3036 5.8695 5.8631 18.0000 14.0000 13.0947 13.0947 8.1000 5.0947 5.0947 0.1000 18.1895 18.1895
2827 8.3852 6.7847 50.0000 11.4000 7.8607 7.8607 7.9000 0.0607 0.0607 0.1000 7.9214 7.9214
2726 6.7335 6.7318 10.0000 19.9000 19.8305 19.8305 19.8000 0.0305 0.0305 0.0000 19.8611 19.8611
2629 6.7318 6.5502 45.0000 14.0000 10.0172 10.0172 8.1000 2.0172 2.0172 0.1000 12.0344 12.0344
2930 6.5502 5.8695 48.0000 14.0000 10.0364 10.0364 8.1000 2.0364 2.0364 0.1000 12.0728 12.0728
L575 4.8382 3.6444 60.0000 10.0000 8.9633 8.9633 9.9000 8.9633 8.9633 9.9000 17.9266 17.9266
2117 3.1634 3.1632 10.0000 9.9000 9.8310 9.8310 9.8000 0.0310 0.0310 0.0000 9.8619 9.8619
1714B 3.1632 3.1226 28.0000 19.0000 18.9215 18.9215 8.1000 4.3046 4.3046 0.1000 23.2261 23.2261
4514B 3.6616 3.1226 24.0000 19.0000 18.9204 18.9204 8.1000 2.3204 2.3204 0.1000 21.2407 21.2407
14A13 2.6996 2.9011 10.0000 13.6000 6.3800 6.3800 1.6000 7.9317 7.9317 6.4000 14.3117 14.3117
1312 2.6996 2.5526 14.0000 19.0000 6.5543 6.5543 3.1000 15.8259 15.8259 6.6000 22.3802 22.3802
1211 2.5526 2.3579 37.0000 16.9000 4.6664 4.6664 5.5000 13.9160 13.9160 13.6000 18.5824 18.5824
1103 2.3579 2.0324 35.0000 33.1000 18.9459 18.9459 3.8000 6.9150 6.9150 3.9000 25.8608 25.8608
0912 3.5265 2.5526 55.0000 9.9000 9.8194 9.8194 9.8000 0.0194 0.0194 0.0000 9.8387 9.8387
0811 3.0522 2.3579 55.0000 9.9000 9.8179 9.8179 9.8000 0.0179 0.0179 0.0000 9.8358 9.8358
0201 1.9928 1.8731 10.0000 33.1000 17.3525 17.3525 3.8000 6.9118 6.9118 2.0000 24.2644 24.2644
5248 7.0341 4.8263 58.0000 15.0000 14.9041 14.9041 5.0000 14.9041 14.9041 5.0000 29.8082 29.8082
4845 4.6583 3.6616 60.0000 9.9000 9.8349 9.8349 9.8000 0.0349 0.0349 0.0000 9.8699 9.8699
4250 7.3298 5.7634 58.0000 25.0000 24.9070 24.9070 5.0000 24.9070 24.9070 5.0000 49.8139 49.8139
5338 8.5246 6.0977 78.0000 17.5000 17.4093 17.4093 5.0000 17.4093 17.4093 5.0000 34.8186 34.8186
3851 6.0977 4.8226 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.7063 4.1167 25.0000 19.0000 8.0794 8.0794 8.1000 0.0794 0.0794 0.1000 8.1589 8.1589
4645o 4.1167 3.6616 33.0000 19.0000 18.9012 18.9012 8.1000 0.2329 0.2329 0.1000 19.1342 19.1342
3836o 6.0977 5.8631 40.0000 14.0000 11.3386 11.3386 8.1000 3.3386 3.3386 0.1000 14.6773 14.6773
3635o 5.8631 5.2880 20.0000 19.6000 19.5095 19.5095 5.2000 22.2073 22.2073 6.5000 41.7168 41.7168
2217o 3.6444 3.1917 35.0000 11.0000 10.9009 10.9009 0.1000 4.0257 4.0257 4.0000 14.9266 14.9266
2019o 7.0299 6.0739 30.0000 9.9000 9.8124 9.8124 9.8000 0.0124 0.0124 0.0000 9.8248 9.8248
1918o 6.0739 3.2391 110.0000 19.0000 12.1734 12.1734 8.1000 1.2420 1.2420 0.1000 13.4154 13.4154
1817o 3.2391 3.1632 22.0000 19.0000 17.5591 17.5591 8.1000 2.1754 2.1754 0.1000 19.7345 19.7345
1009o 4.6177 3.5265 50.0000 7.5000 5.5095 5.5095 5.0000 0.5095 0.5095 0.0000 6.0190 6.0190
0706o 5.0355 4.5694 30.0000 7.5000 6.2331 6.2331 5.0000 1.2331 1.2331 0.0000 7.4661 7.4661
0604o 4.5694 2.8692 57.0000 7.5000 6.6630 6.6630 5.0000 1.6630 1.6630 0.0000 8.3260 8.3260
0504o 4.3277 2.8631 63.0000 7.5000 6.0586 6.0586 5.0000 1.0586 1.0586 0.0000 7.1173 7.1173
0403o 2.8631 2.0538 20.0000 9.9000 9.8084 9.8084 9.8000 0.0084 0.0084 0.0000 9.8168 9.8168
0302o 2.0324 1.9928 10.0000 37.0000 17.0209 17.0209 8.0000 16.0132 16.0132 0.0000 33.0341 33.0341
14a14bo 3.1226 2.9011 10.0000 28.0000 25.6074 25.6074 8.0000 28.1299 28.1299 8.0000 53.7373 53.7373
*=========================================================*
| 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 0.1277 199.8457 0.2009 0.8258 ## N54 8.9000 8.9242
5047 0.4297 770.0686 0.5321 3.7445 ## N53 8.5000 8.5246
5114b 0.0961 127.6308 0.4170 2.1049 ## N52 7.0000 7.0341
4342 0.1319 195.2331 0.1991 0.5885 ## N38 5.0000 6.0977
3736 0.1498 207.1910 0.7449 16.7899 ## N51 3.8000 4.8226
3534 1.2559 1207.9812 0.8215 15.2709 ## N48 3.6000 4.6583
3422 1.2518 1217.4652 0.6745 26.9846 ## N50 4.7000 5.7634
3130 0.2264 299.4887 0.4034 8.7093 ## N47 3.6000 4.7063
3024 0.4518 1423.7420 2.9591 8.2098 ## N46 3.0000 4.1167
3036 0.8815 383.3210 0.3271 49.3574 ## N45 2.5000 3.6616
2827 0.2605 351.7113 1.0777 0.6394 ## N43 9.2000 9.2226
2726 0.4875 395.3946 0.2161 23.2155 ## N42 7.3000 7.3298
2629 0.4832 462.9117 0.3841 53.0825 ## N37 7.0000 7.0710
2930 0.8647 1045.3214 1.0012 19.5702 ## N36 4.4700 5.8631
2725 0.2607 579.7204 2.4162 3.3401 ## N35 3.2000 4.3575
2524 0.2532 575.0567 2.4501 5.9728 ## N34 4.1000 4.2538
2422 0.6545 2004.4708 2.3058 11.2299 ## N31 7.5000 7.5255
L575 0.4662 535.9675 0.5348 17.9760 ## N30 4.2000 5.8695
2117 0.2335 303.3667 0.4903 18.4574 ## N29 6.4000 6.5502
1714B 1.7985 1200.1933 0.4662 108.3605 ## N28 8.3000 8.3853
1716 2.0659 5378.8902 2.3787 26.0974 ## N27 5.3500 6.7335
1615 1.2171 3669.3380 2.7385 12.4761 ## N26 6.5000 6.7318
1614A 0.8509 1711.5786 1.9186 4.6314 ## N25 4.8700 5.7133
4514B 0.9660 1372.8630 0.9805 21.4791 ## N24 2.5900 4.1989
4515 0.1739 647.8869 2.4316 2.3068 ## N23 4.7000 4.8382
1502 1.3669 4319.4732 2.7049 50.1491 ## N22 1.8600 3.6444
14A13 -3.4063 -4446.0131 -0.6025 50.8543 ## N21 2.0000 3.1634
1312 3.4023 4457.2800 0.5477 91.9612 ## N20 6.0000 7.0299
1211 3.2818 4452.7293 0.3599 343.3511 ## N19 4.5000 6.0739
1103 3.6038 5309.0196 0.4237 292.9931 ## N18 1.9000 3.2391
0912 0.0842 41.6265 0.0602 44.1949 ## N17 1.7500 3.1632
0908 0.1341 274.5393 1.2012 5.5962 ## N16 1.3400 3.1648
0811 0.2124 138.8560 0.4116 32.0192 ## N15 1.2100 2.4990
0804 0.2398 424.7199 1.4984 8.1857 ## N14B 1.8000 3.1226
0201 6.0021 12483.7940 1.3660 71.6093 ## N14A 1.6000 2.9011
5248 0.2284 414.3219 0.3444 0.4467 ## N13 1.8600 2.6996
4845 0.3302 601.0736 0.3219 9.1575 ## N12 1.6800 2.5526
4250 0.2893 472.0176 0.1754 4.1385 ## N11 1.3400 2.3579
5338 0.1416 221.8850 0.1175 4.9003 ## N10 3.6000 4.6177
3851 0.0000 0.0000 0.0000 0.0710 ## N9 2.5000 3.5265
4746o 0.4192 463.9277 0.9965 2.0646 ## N8 2.0000 3.0522
4746u 0.1018 640.9911 1.4301 2.4254 ## N7 4.0000 5.0355
4645o 0.4218 481.6526 0.5971 7.9689 ## N6 3.5000 4.5694
4645u 0.0989 626.6380 1.3761 3.1947 ## N5 3.3000 4.3277
3836o 0.2226 508.7075 0.1276 47.6518 ## N4 1.7000 2.8631
3635o 1.2177 1142.7249 0.6243 5.9834 ## N3 1.1000 2.0324
2217o 1.2095 1063.7343 1.0369 24.8995 ## N2 1.0500 1.9928
2217u 1.0063 2910.6731 2.2659 16.2072 ## N1 0.9300 1.8731
2019o 0.2570 154.7905 0.7516 1.0932 ##
2019u 0.4139 808.4819 2.5861 4.8426 ##
1918o 0.1687 68.1889 0.1664 8.6004 ##
1918u 0.8509 1666.9068 2.9826 16.1528 ##
1817o 0.9769 1156.1883 0.5803 40.7662 ##
1817u 0.6055 1020.4335 2.1327 6.5193 ##
1009o 0.0445 12.2696 0.3848 0.1405 ##
1009u 0.1841 303.0442 1.6489 5.2099 ##
0706o 0.1211 78.3797 0.3855 1.3510 ##
0706u 0.0878 207.2585 1.2284 2.1552 ##
0604o 0.5180 438.2418 1.1207 1.0716 ##
0604u 0.3050 756.3844 2.7415 4.1213 ##
0504o 0.0958 43.1065 0.5079 0.7145 ##
0504u 0.1346 259.6654 1.8798 3.2953 ##
0403o 0.3858 174.9447 0.6678 0.7699 ##
0403u 1.1893 2346.9323 2.8709 9.2340 ##
0302o 2.9377 2764.2521 0.6636 44.3647 ##
0302u 0.7568 5093.7812 0.8396 26.6849 ##
14a14bo 2.7146 2417.3577 0.4016 71.3152 ##
14a14bu 0.1432 309.3299 2.0015 0.7219 ##
FREE # 1 6.0203 12485.6067 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 0.1277 199.8457
N50 N47 0.4297 770.0686
N51 N14B 0.0961 127.6308
N43 N42 0.1319 195.2331
N37 N30 0.1498 207.1910
N35 N34 1.2559 1207.9812
N34 N22 1.2518 1217.4652
N31 N30 0.2264 299.4887
N30 N24 0.4518 1423.7420
N30 N36 0.8815 383.3210
N28 N27 0.2605 351.7113
N27 N26 0.4875 395.3946
N26 N29 0.4832 462.9117
N29 N30 0.8647 1045.3214
N27 N25 0.2607 579.7204
N25 N24 0.2532 575.0567
N24 N22 0.6545 2004.4708
N23 N22 0.4662 535.9675
N21 N17 0.2335 303.3667
N17 N14B 1.7985 1200.1933
N17 N16 2.0659 5378.8902
N16 N15 1.2171 3669.3380
N16 N14A 0.8509 1711.5786
N45 N14B 0.9660 1372.8630
N45 N15 0.1739 647.8869
N15 N2 1.3669 4319.4732
N13 N14A 3.4063 4446.0131
N13 N12 3.4023 4457.2800
N12 N11 3.2818 4452.7293
N11 N3 3.6038 5309.0196
N9 N12 0.0842 41.6265
N9 N8 0.1341 274.5393
N8 N11 0.2124 138.8560
N8 N4 0.2398 424.7199
N2 N1 6.0021 12483.7940
N52 N48 0.2284 414.3219
N48 N45 0.3302 601.0736
N42 N50 0.2893 472.0176
N53 N38 0.1416 221.8850
N47 N46 0.6216 1104.9189
N46 N45 0.6176 1108.2906
N38 N36 0.2226 508.7075
N36 N35 1.2177 1142.7249
N22 N17 2.1610 3974.4074
N20 N19 0.5653 963.2724
N19 N18 1.0180 1735.0957
N18 N17 1.2440 The text continues on section 5.