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e10y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:51.
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.. 5
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 48.3000 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 1784 540 N54#2 1756 540 N52#1 2008 540
N52#2 3628 1080 N48#1 2004 540 N48#2 1756 540
N43#1 1760 540 N43#2 1760 540 N42#1 2000 540
N42#2 1752 540 N50#1 2000 540 N50#2 1756 540
N47#1 1788 540 N47#2 3528 1080 N45#1 1788 540
N45#2 3528 1080 N53#1 1672 540 N53#2 1760 540
N38#1 1768 540 N38#2 1752 540 N37#1 1768 540
N37#2 3544 1080 N31#1 1768 540 N31#2 3544 1080
N28#1 1772 540 N28#2 3548 1080 N27#1 1764 540
N27#2 3520 1080 N35#1 1784 540 N35#2 1784 540
N23#1 1764 540 N23#2 3552 1080 N22#1 1764 540
N22#2 1760 540 N21#1 1760 540 N21#2 3540 1080
N20#1 1744 540 N20#2 1684 540 N19#1 1776 540
N19#2 3508 1080 N18#1 1760 540 N18#2 3528 1080
N17#1 1776 540 N17#2 3584 1080 N10#1 1768 540
N10#2 1752 540 N8#1 1768 540 N8#2 1748 540
N7#1 1764 540 N7#2 1748 540 N6#1 1752 540
N6#2 1732 540 N5#1 1768 540 N5#2 1752 540
N4#1 1764 540 N4#2 1748 540 N11#1 1732 540
N11#2 3528 1080 N2#1 1760 540 N2#2 3528 1080
N26#1 1760 540 N26#2 1740 540 N29#1 1772 540
N29#2 3524 1080 N30#1 1776 540 N30#2 3552 1080
N36#1 1772 540 N36#2 3544 1080 N51#1 2004 540
N51#2 1760 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 48.3000 mm
Total rainfall read for gage # 1 is 25.00 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) 6.480411E+03 48.300
Total Infiltration 6.133922E+01 0.457
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 6.425317E+03 47.889
Total Water remaining in Surface Storage 3.348628E+00 0.025
Infiltration over the Pervious Area... 6.133922E+01 0.801
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 6.490005E+03 48.372
Total Precipitation + Initial Storage. 6.480411E+03 48.300
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............... -0.1481
****************************************************
* 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.............. 6.425317E+03 47.889
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.................. 6.406870E+03 47.752
Initial Storage + Inflow.................... 6.425317E+03 47.889
Final Storage + Outflow + Diverted GW....... 6.406870E+03 47.752
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.2879
##################################################
# 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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.53880 0.00000 47.54583 0.00000 47.54674
Total Losses (mm)...... 0.00000 0.74076 0.00000 0.73710 0.00000 0.73660
Remaining Depth (mm)... 0.00000 0.02044 0.00000 0.01706 0.00000 0.01666
Peak Runoff Rate (cms). 0.00000 0.12330 0.00000 0.12010 0.00000 0.11507
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.45953 0.00000 48.30545 48.53011 48.30557 0.00000
Peak Runoff Rate (cms). 0.00063 0.00000 0.00063 0.01266 0.00063 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.45953 0.00000 48.30545 48.53011 48.30557 0.00000
Peak Runoff Rate (cms). 0.00063 0.00002 0.00063 0.01266 0.00063 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) 48.45953 47.53880 48.30545 47.63442 48.30557 47.54674
Peak Runoff Rate (cms). 0.00063 0.12330 0.00063 0.13275 0.00063 0.11507
Unit Runoff (mm/hr).... 227.85219 211.13041 227.92724 215.13465 227.92724 214.20358
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.55152 0.00000 47.53524 0.00000 47.54432
Total Losses (mm)...... 0.00000 0.73385 0.00000 0.74246 0.00000 0.73792
Remaining Depth (mm)... 0.00000 0.01463 0.00000 0.02229 0.00000 0.01775
Peak Runoff Rate (cms). 0.00000 0.12369 0.00000 0.16690 0.00000 0.17805
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.35765 0.00000 48.31007 0.00000 48.32163 0.00000
Peak Runoff Rate (cms). 0.00060 0.00000 0.00063 0.00000 0.00063 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.35765 0.00000 48.31007 0.00000 48.32163 0.00000
Peak Runoff Rate (cms). 0.00060 0.00002 0.00063 0.00002 0.00063 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) 48.35765 47.55152 48.31007 47.53524 48.32163 47.54432
Peak Runoff Rate (cms). 0.00060 0.12369 0.00063 0.16690 0.00063 0.17805
Unit Runoff (mm/hr).... 219.39647 215.85950 227.92723 209.64235 228.30125 213.30726
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.50379 0.00000 47.51247 0.00000 47.55019
Total Losses (mm)...... 0.00000 0.75399 0.00000 0.75135 0.00000 0.73463
Remaining Depth (mm)... 0.00000 0.04222 0.00000 0.03618 0.00000 0.01518
Peak Runoff Rate (cms). 0.00000 0.14523 0.00000 0.13670 0.00000 0.13827
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.47930 48.44389 48.48712 48.45105 48.16849 0.00000
Peak Runoff Rate (cms). 0.02260 0.03727 0.02072 0.03434 0.00040 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.47930 48.44389 48.48712 48.45105 48.16849 0.00000
Peak Runoff Rate (cms). 0.02260 0.03727 0.02072 0.03434 0.00040 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) 48.47930 47.67301 48.48712 47.68141 48.16849 47.55019
Peak Runoff Rate (cms). 0.02260 0.18250 0.02072 0.17104 0.00040 0.13827
Unit Runoff (mm/hr).... 227.90569 200.74861 227.91489 204.24201 144.05875 215.41358
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.53342 0.00000 47.55681 0.00000 47.55923
Total Losses (mm)...... 0.00000 0.74330 0.00000 0.73057 0.00000 0.72899
Remaining Depth (mm)... 0.00000 0.02328 0.00000 0.01262 0.00000 0.01177
Peak Runoff Rate (cms). 0.00000 0.14384 0.00000 0.05453 0.00000 0.08289
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.37867 0.00000 48.38387 48.45389 48.38384 48.45717
Peak Runoff Rate (cms). 0.02655 0.00000 0.05574 0.02448 0.08176 0.03709
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.37867 0.00000 48.38387 48.45389 48.38384 48.45717
Peak Runoff Rate (cms). 0.02655 0.00075 0.05574 0.02448 0.08176 0.03709
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) 48.37867 47.53342 48.38387 47.82593 48.38384 47.82861
Peak Runoff Rate (cms). 0.02655 0.14384 0.05574 0.07900 0.08176 0.11999
Unit Runoff (mm/hr).... 224.09465 208.85455 224.83873 220.60546 224.83377 221.09473
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.55607 0.00000 47.51616 0.00000 47.64269
Total Losses (mm)...... 0.00000 0.73105 0.00000 0.75012 0.00000 0.65600
Remaining Depth (mm)... 0.00000 0.01289 0.00000 0.03372 0.00000 0.00130
Peak Runoff Rate (cms). 0.00000 0.10191 0.00000 0.16724 0.00000 0.01306
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.38430 48.47076 48.36426 48.39826 48.44074 0.00000
Peak Runoff Rate (cms). 0.09417 0.03563 0.12735 0.10145 0.03137 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.38430 48.47076 48.36426 48.39826 48.44074 0.00000
Peak Runoff Rate (cms). 0.09417 0.03563 0.12735 0.10145 0.03137 0.00089
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) 48.38430 47.78474 48.36426 47.82490 48.44074 47.64269
Peak Runoff Rate (cms). 0.09417 0.13754 0.12735 0.26869 0.03137 0.01306
Unit Runoff (mm/hr).... 224.89322 219.94202 221.19549 209.75511 227.71450 225.73297
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.59572 0.00000 47.55407 0.00000 47.56777
Total Losses (mm)...... 0.00000 0.70017 0.00000 0.73230 0.00000 0.72304
Remaining Depth (mm)... 0.00000 0.00411 0.00000 0.01363 0.00000 0.00918
Peak Runoff Rate (cms). 0.00000 0.16424 0.00000 0.12714 0.00000 0.09012
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.37080 48.43396 48.36511 0.00000 48.35765 48.40136
Peak Runoff Rate (cms). 0.00061 0.20383 0.00061 0.00000 0.00060 0.11324
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.37080 48.43396 48.36511 0.00000 48.35765 48.40136
Peak Runoff Rate (cms). 0.00061 0.20383 0.00061 0.00002 0.00060 0.11324
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) 48.37080 48.05675 48.36511 47.55407 48.35765 48.02625
Peak Runoff Rate (cms). 0.00061 0.36806 0.00061 0.12714 0.00060 0.20337
Unit Runoff (mm/hr).... 222.67702 226.07062 221.40560 216.68209 219.39647 223.70494
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.38512 0.00000 47.49224 0.00000 47.49339
Total Losses (mm)...... 0.00000 0.77205 0.00000 0.75703 0.00000 0.75675
Remaining Depth (mm)... 0.00000 0.14282 0.00000 0.05073 0.00000 0.04986
Peak Runoff Rate (cms). 0.00000 0.12692 0.00000 0.23951 0.00000 0.20229
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.30404 0.00000 48.39878 48.38363 48.35133 48.48415
Peak Runoff Rate (cms). 0.39450 0.00000 0.07731 0.15325 0.05390 0.02700
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.30404 0.00000 48.39878 48.38363 48.35133 48.48415
Peak Runoff Rate (cms). 0.39450 0.01117 0.07731 0.15325 0.05390 0.02700
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) 48.30404 47.38512 48.39878 47.80423 48.35133 47.59246
Peak Runoff Rate (cms). 0.39450 0.12692 0.07731 0.39276 0.05390 0.22929
Unit Runoff (mm/hr).... 196.43784 147.19760 226.31013 201.65735 217.38921 193.56404
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.53225 0.00000 47.53264 0.00000 47.52217
Total Losses (mm)...... 0.00000 0.74383 0.00000 0.74365 0.00000 0.74795
Remaining Depth (mm)... 0.00000 0.02393 0.00000 0.02371 0.00000 0.02988
Peak Runoff Rate (cms). 0.00000 0.05682 0.00000 0.06319 0.00000 0.05612
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.40385 48.51624 48.37871 0.00000 48.37223 0.00000
Peak Runoff Rate (cms). 0.01686 0.00691 0.14199 0.00000 0.13513 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.40385 48.51624 48.37871 0.00000 48.37223 0.00000
Peak Runoff Rate (cms). 0.01686 0.00691 0.14199 0.00402 0.13513 0.00383
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) 48.40385 47.63065 48.37871 47.53264 48.37223 47.52217
Peak Runoff Rate (cms). 0.01686 0.06373 0.14199 0.06319 0.13513 0.05612
Unit Runoff (mm/hr).... 226.64011 210.30128 224.10034 208.51656 222.96257 203.73082
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.52330 0.00000 47.46795 0.00000 47.52928
Total Losses (mm)...... 0.00000 0.74752 0.00000 0.76208 0.00000 0.74511
Remaining Depth (mm)... 0.00000 0.02918 0.00000 0.06997 0.00000 0.02561
Peak Runoff Rate (cms). 0.00000 0.05515 0.00000 0.14455 0.00000 0.05874
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.37035 0.00000 48.33750 0.00000 48.37564 0.00000
Peak Runoff Rate (cms). 0.12877 0.00000 0.40143 0.00000 0.13859 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.37035 0.00000 48.33750 0.00000 48.37564 0.00000
Peak Runoff Rate (cms). 0.12877 0.00365 0.40143 0.01137 0.13859 0.00392
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) 48.37035 47.52330 48.33750 47.46795 48.37564 47.52928
Peak Runoff Rate (cms). 0.12877 0.05515 0.40143 0.14455 0.13859 0.05874
Unit Runoff (mm/hr).... 222.58361 204.26683 212.10958 177.86662 223.59262 207.01958
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.52174 0.00000 47.49796 0.00000 47.50362
Total Losses (mm)...... 0.00000 0.74811 0.00000 0.75559 0.00000 0.75404
Remaining Depth (mm)... 0.00000 0.03014 0.00000 0.04646 0.00000 0.04234
Peak Runoff Rate (cms). 0.00000 0.10877 0.00000 0.39019 0.00000 0.15933
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.36984 0.00000 48.26804 48.50449 48.35765 48.49200
Peak Runoff Rate (cms). 0.27825 0.00000 0.00049 0.04029 0.00060 0.02072
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.36984 0.00000 48.26804 48.50449 48.35765 48.49200
Peak Runoff Rate (cms). 0.27825 0.00788 0.00049 0.04029 0.00060 0.02072
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) 48.36984 47.52174 48.26804 47.57848 48.35765 47.60246
Peak Runoff Rate (cms). 0.27825 0.10877 0.00049 0.43048 0.00060 0.18005
Unit Runoff (mm/hr).... 222.47699 203.53168 179.48167 194.84493 219.39647 198.05724
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).... 48.30000 48.30000 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.50182 0.00000 47.53064 0.00000 47.57029
Total Losses (mm)...... 0.00000 0.75455 0.00000 0.74453 0.00000 0.72118
Remaining Depth (mm)... 0.00000 0.04363 0.00000 0.02483 0.00000 0.00853
Peak Runoff Rate (cms). 0.00000 0.01869 0.00000 0.16588 0.00000 0.06617
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.35786 0.00000 48.39538 48.39340 48.40304 48.48324
Peak Runoff Rate (cms). 0.01391 0.00000 0.08220 0.13067 0.05743 0.02526
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.35786 0.00000 48.39538 48.39340 48.40304 48.48324
Peak Runoff Rate (cms). 0.01391 0.00039 0.08220 0.13067 0.05743 0.02526
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) 48.35786 47.50182 48.39538 47.89300 48.40304 47.81679
Peak Runoff Rate (cms). 0.01391 0.01869 0.08220 0.29655 0.05743 0.09143
Unit Runoff (mm/hr).... 219.45982 193.85690 226.04646 215.29453 226.59201 222.74104
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).... 48.30000 48.30000 48.30000 48.30000
Max Intensity (mm/hr).. 226.04400 226.04400 226.04400 226.04400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.55425 0.00000 47.55854
Total Losses (mm)...... 0.00000 0.73219 0.00000 0.72945
Remaining Depth (mm)... 0.00000 0.01357 0.00000 0.01201
Peak Runoff Rate (cms). 0.00000 0.07410 0.00000 0.08588
Total Impervious Area
---------------------
Total Runoff Depth (mm) 48.38529 48.46085 48.30683 0.00000
Peak Runoff Rate (cms). 0.06509 0.02881 0.00063 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 48.38529 48.46085 48.30683 0.00000
Peak Runoff Rate (cms). 0.06509 0.02881 0.00063 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) 48.38529 47.79903 48.30683 47.55854
Peak Runoff Rate (cms). 0.06509 0.10291 0.00063 0.08588
Unit Runoff (mm/hr).... 225.01829 219.73972 227.92725 218.00930
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity See the original
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Full text of sections 2 to 4 (of 5)
Section 2
(mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
250.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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| ################# # |
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150.000 = # # =
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RAINFALL | # # |
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IN | # # |
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MM/HR | # # |
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100.000 ################## # =
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50.000 # ################## =
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# ################# |
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0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
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 40.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 1.6428 4.1071 0.0000
N51 2.0977 5.2443 25.0000
N48 1.8398 4.5994 25.0000
N50 1.5680 3.9200 30.0000
N47 0.7735 1.9338 325.0000
N46 1.1854 2.9635 25.0000
N45 0.7298 1.8244 19235.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 26.7533 50.0000 0.0000
N36 1.2668 3.1670 15.0000
N35 2.0421 5.1054 0.0000
N34 50.0000 50.0000 0.0000
N31 18.4590 46.1476 0.0000
N30 0.1546 0.3865 25.0000
N29 32.9717 50.0000 0.0000
N28 16.4081 41.0202 0.0000
N27 2.1176 5.2940 350.0000
N26 47.6090 50.0000 0.0000
N25 2.0484 5.1211 15.0000
N24 0.9547 2.3867 30.0000
N23 6.9493 17.3733 0.0000
N22 0.4079 1.0197 125.0000
N21 1.2012 3.0031 75.0000
N20 0.3641 0.9102 35.0000
N19 0.3074 0.7684 250.0000
N18 1.0393 2.5983 40.0000
N17 1.3474 3.3685 0.0000
N16 1.8175 4.5437 25.0000
N15 7.0664 17.6660 0.0000
N14B 0.3628 0.9070 400.0000
N14A 5.1881 12.9701 0.0000
N13 12.4443 31.1107 0.0000
N12 24.5919 50.0000 0.0000
N11 17.8623 44.6558 0.0000
N10 0.9466 2.3666 175.0000
N9 0.9848 2.4620 65.0000
N8 0.4715 1.1786 65.0000
N7 1.3165 3.2914 75.0000
N6 0.8796 2.1989 20.0000
N5 0.9762 2.4405 105.0000
N4 0.6122 1.5305 5.0000
N3 25.1540 50.0000 0.0000
N2 26.5230 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 3.5833 -0.0007 0.0275 Normal Soln
5047 35.7554 35.7554 50.0000 0.0000 0.0068 0.2386 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0413 0.0609 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 -0.0009 0.0229 Normal Soln
3736 37.0711 37.0711 50.0000 0.0000 -0.0017 0.0178 Normal Soln
3534 5.7117 5.7117 14.5052 0.0000 0.0135 0.2689 Normal Soln
3422 23.2388 23.2388 50.0000 0.0000 0.0162 0.2550 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0027 0.0310 Normal Soln
3024 7.3593 7.3593 17.2243 0.0000 -0.0181 2.2788 Normal Soln
3036 12.3715 12.3715 50.0000 0.0000 0.0163 0.3605 Normal Soln
2827 29.8382 29.8382 47.8548 0.0000 -0.0020 0.0294 Normal Soln
2726 8.1084 8.1084 50.0000 0.0000 -0.0065 0.0437 Normal Soln
2629 33.2113 33.2113 50.0000 0.0000 -0.0026 0.3264 Normal Soln
2930 27.7620 27.7620 50.0000 0.0000 0.0058 0.1282 Normal Soln
2725 4.9547 4.9547 12.4217 0.0000 0.0042 2.3811 Normal Soln
2524 14.6210 14.6210 32.7197 0.0000 -0.0046 1.9642 Normal Soln
2422 6.3411 6.3411 16.9068 0.0000 -0.0428 2.1203 Normal Soln
L575 46.6706 46.6706 50.0000 0.0000 -0.0103 0.1757 Normal Soln
2117 8.6916 8.6916 21.6124 0.0000 0.0055 0.0522 Normal Soln
1714B 21.8415 21.8415 50.0000 0.0000 0.0063 0.2397 Normal Soln
1716 4.6266 4.6266 12.6790 0.0000 -0.0289 1.4054 Normal Soln
1615 3.9258 3.9258 9.8761 0.0000 0.0324 3.3682 Normal Soln
1614A 1.7756 1.7756 5.2550 20.0000 -0.0139 3.0488 Normal Soln
4514B 14.6787 14.6787 24.4640 0.0000 -0.0099 0.0567 Normal Soln
4515 5.6943 5.6943 13.1480 0.0000 0.0100 2.0467 Normal Soln
1502 15.1843 15.1843 33.4305 0.0000 0.0180 4.5592 Normal Soln
14A13 4.1143 4.1143 20.7094 0.0000 -0.0128 0.2263 Normal Soln
1312 6.2481 6.2481 29.9128 0.0000 0.0135 0.2328 Normal Soln
1211 16.7379 16.7379 50.0000 0.0000 -0.0086 0.1587 Normal Soln
1103 15.7368 15.7368 50.0000 0.0000 -0.0079 0.1051 Normal Soln
0912 30.1581 30.1581 50.0000 0.0000 -0.0018 0.0153 Normal Soln
0908 11.4085 11.4085 41.7025 0.0000 -0.0029 2.2978 Normal Soln
0811 42.3132 42.3132 50.0000 0.0000 0.0037 0.0569 Normal Soln
0804 10.7797 10.7797 33.2032 0.0000 0.0059 3.1315 Normal Soln
0201 3.0587 3.0587 7.3217 324.1667 -0.2945 0.1061 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0011 0.0545 Normal Soln
4845 48.9449 48.9449 50.0000 0.0000 0.0242 0.2095 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0013 0.0426 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0012 0.0286 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 15.5836 15.5836 26.8501 0.0000 0.0039 0.0318 Normal Soln
4746u 5.3301 5.3301 17.6512 0.0000 -0.0040 1.8092 Normal Soln
4645o 24.5967 24.5967 50.0000 0.0000 0.0040 0.0347 Normal Soln
4645u 7.0106 7.0106 23.9696 0.0000 0.0053 2.6595 Normal Soln
3836o 32.1554 32.1554 50.0000 0.0000 0.0014 0.0289 Normal Soln
3635o 17.9072 17.9072 38.1554 0.0000 0.0181 0.0434 Normal Soln
2217o 18.2963 18.2963 33.8689 0.0000 0.0055 0.0679 Normal Soln
2217u 5.6004 5.6004 15.4256 0.0000 -0.0553 4.1866 Normal Soln
2019o 23.8059 23.8059 39.5904 0.0000 0.0195 0.0345 Normal Soln
2019u 5.1190 5.1190 11.2540 0.0000 0.0185 1.6327 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0012 0.0028 Normal Soln
1918u 16.0517 16.0517 37.0097 0.0000 -0.0164 2.0670 Normal Soln
1817o 14.7470 14.7470 38.1288 0.0000 0.0075 0.1545 Normal Soln
1817u 4.0339 4.0339 10.2854 0.0000 -0.0154 3.6424 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 -0.0015 0.0040 Normal Soln
1009u 10.3995 10.3995 30.1977 0.0000 -0.0061 1.6980 Normal Soln
0706o 31.1031 31.1031 50.0000 0.0000 0.0104 0.0295 Normal Soln
0706u 6.7934 6.7934 24.2662 0.0000 0.0017 1.9619 Normal Soln
0604o 32.2256 32.2256 50.0000 0.0000 -0.0032 0.0889 Normal Soln
0604u 9.6573 9.6573 20.6351 0.0000 0.0045 2.2260 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0083 0.0163 Normal Soln
0504u 12.4547 12.4547 33.6761 0.0000 -0.0188 1.9875 Normal Soln
0403o 16.9922 16.9922 37.3748 0.0000 -0.0043 0.0478 Normal Soln
0403u 3.2893 3.2893 7.1648 0.0000 -0.0202 1.2431 Normal Soln
0302o 9.7962 9.7962 30.5126 0.0000 0.0048 0.2340 Normal Soln
0302u 2.7505 2.7505 11.9581 0.0000 -0.0081 0.5613 Normal Soln
14a14bo 8.0300 8.0300 25.8389 0.0000 0.0106 0.0277 Normal Soln
14a14bu 1.8716 1.8716 4.9514 12.2500 0.0116 3.0218 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/ 0.01 / 1.87/ 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/ 0.01 / 1.35/ 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/ 0.40 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.15 /
2524/ 0.18 / 2422/ 0.25 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.33 /
1615/ 0.18 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.19 / 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/ 0.16 /
4645o/ 0.00 / 4645u/ 0.10 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.19 /
2019o/ 0.00 / 2019u/ 0.29 / 1918o/ 0.00 /
1918u/ 0.20 / 1817o/ 0.00 / 1817u/ 0.15 /
1009o/ 0.00 / 1009u/ 0.10 / 0706o/ 0.00 /
0706u/ 0.06 / 0604o/ 0.00 / 0604u/ 0.22 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.27 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.32 / 5047/ 0.20 / 5114b/ 0.05 /
4342/ 0.23 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.18 /
3036/ 3.16 / 2827/ 0.02 / 2726/ 8.94 /
2629/ 0.45 / 2930/ 0.20 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.04 /
2117/ 0.03 / 1714B/ 1.79 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.14 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.09 /
0912/ 0.28 / 0908/ 0.15 / 0811/ 0.25 /
0804/ 0.18 / 0201/ 0.24 / 5248/ 0.27 /
4845/ 0.19 / 4250/ 0.32 / 5338/ 1.38 /
3851/ 0.03 / 4746o/ 0.06 / 4746u/ 0.12 /
4645o/ 0.03 / 4645u/ 0.12 / 3836o/ 3.21 /
3635o/ 0.00 / 2217o/ 0.18 / 2217u/ 0.29 /
2019o/ 0.39 / 2019u/ 0.18 / 1918o/ 0.01 /
1918u/ 0.24 / 1817o/ 0.08 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.01 /
0706u/ 0.12 / 0604o/ 0.05 / 0604u/ 0.15 /
0504o/ 0.29 / 0504u/ 0.12 / 0403o/ 0.59 /
0403u/ 0.29 / 0302o/ 0.18 / 0302u/ 1.50 /
14a14bo/ 0.00 / 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/ 0.28 /
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/ 8.13 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.65 / 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/ 1.08 / N51/ 1.02 / N48/ 1.05 /
N50/ 1.05 / N47/ 1.09 / N46/ 1.10 /
N45/ 1.15 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.07 / N36/ 1.38 / N35/ 1.12 /
N34/ 0.11 / N31/ 0.02 / N30/ 1.65 /
N29/ 0.14 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.22 / N25/ 0.81 / N24/ 1.55 /
N23/ 0.13 / N22/ 1.71 / N21/ 1.09 /
N20/ 1.03 / N19/ 1.54 / N18/ 1.31 /
N17/ 1.34 / N16/ 1.77 / N15/ 1.16 /
N14B/ 1.29 / N14A/ 1.13 / N13/ 0.74 /
N12/ 0.69 / N11/ 0.87 / N10/ 1.01 /
N9/ 1.02 / N8/ 1.05 / N7/ 1.03 /
N6/ 1.06 / N5/ 1.02 / N4/ 1.15 /
N3/ 0.81 / N2/ 0.79 / N1/ 0.80 /
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/ 0.00 /
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/ 0.01 /
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/ 0.05 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.05 /
3036/ 2.86 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.16 / 2930/ 0.08 / 2725/ 0.00 /
2524/ 0.01 / 2422/ 0.06 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.06 /
1615/ 0.10 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.39 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.16 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.13 / 5248/ 0.06 /
4845/ 0.09 / 4250/ 0.07 / 5338/ 0.43 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.37 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.08 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.08 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.01 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.28 /
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/ 0.01 / 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/ 2.86/
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/ 1.87 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.35/
1615/ 1.35/ 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/ 1.87/ 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........ 7214
Total number of time steps during simulation.... 5395
Ratio of actual # of time steps / NTCYC......... 1.249
Average number of iterations per time step...... 1.337
Average time step size(seconds)................ 4.004
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.681
Average minimum implicit time step (sec)........ 1.335
Average minimum junction time step (sec)........ 1.335
Average Courant Factor Tf....................... 1.335
Number of times omega reduced................... 105
*=========================================================*
| 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 1.11 5971 0 5 0 0 0
N53 0 1.11 6014 0 5 0 0 0
N52 0 1.21 6502 0 8 0 0 0
N38 0 1.11 5996 1 14 1 0 0
N51 0 1.06 5723 0 26 1 1 0
N48 0 1.26 6799 1 23 1 0 0
N50 0 1.28 6892 1 19 1 0 0
N47 0 1.33 7177 0 15 1 0 0
N46 0 1.37 7366 1 7 0 0 0
N45 0 1.50 8094 1 16 3 0 0
N43 0 1.11 5964 0 6 0 0 0
N42 0 1.25 6725 0 8 0 0 0
N37 0 1.10 5932 0 6 0 0 0
N36 0 1.56 8412 0 10 2 0 0
N35 0 1.36 7323 1 19 1 0 0
N34 0 1.28 6884 1 16 1 0 0
N31 0 1.15 6186 1 8 0 0 0
N30 0 1.57 8448 1 20 3 0 0
N29 0 1.39 7523 0 7 0 0 0
N28 0 1.15 6185 2 7 0 0 0
N27 0 1.44 7743 2 19 2 0 0
N26 0 1.30 7037 0 6 0 0 0
N25 0 1.21 6513 0 8 0 0 0
N24 0 1.32 7106 4 14 1 0 0
N23 0 1.24 6703 0 7 0 0 0
N22 0 1.51 8172 26 15 3 0 0
N21 0 1.27 6848 1 20 1 0 0
N20 0 1.29 6963 0 10 1 0 0
N19 0 1.44 7747 0 12 3 0 0
N18 0 1.56 8427 1 10 1 0 0
N17 0 1.85 9987 4 12 2 0 0
N16 0 1.51 8137 0 11 6 0 0
N15 0 1.30 6991 1 8 0 0 0
N14B 0 1.73 9339 2 18 3 0 0
N14A 0 1.62 8749 8 15 21 0 0
N13 0 1.51 8170 0 7 0 0 0
N12 0 1.44 7760 0 7 0 0 0
N11 0 1.51 8133 0 11 1 0 0
N10 0 1.14 6148 0 5 0 0 0
N9 0 1.28 6915 0 6 0 0 0
N8 0 1.36 7316 0 6 0 0 0
N7 0 1.18 6342 1 12 1 0 0
N6 0 1.45 7802 10 23 2 0 0
N5 0 1.17 6309 1 19 1 0 0
N4 0 1.62 8724 3 18 1 0 0
N3 0 1.86 10043 1 9 0 0 0
N2 0 1.73 9339 1 9 0 0 0
N1 0 1.58 8513 28 24 13 0 0
Total number of iterations for all junctions.. 354092
Minimum number of possible iterations......... 258960
Efficiency of the simulation.................. 1.37
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N54 10.0000 9.1000 8.9230 0 15 0.0000 1.0770 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5235 0 15 0.0000 1.4765 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0305 0 17 0.0000 2.9695 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0822 0 19 0.0000 3.9178 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8210 0 15 0.0000 5.1790 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6504 0 15 0.0000 5.3496 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7546 0 17 0.0000 4.2454 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6909 0 15 0.0000 5.3091 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0991 0 16 0.0000 5.9009 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6470 0 18 0.0000 6.3530 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2216 0 15 0.0000 0.7784 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3279 0 15 0.0000 2.6721 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0677 0 15 0.0000 2.9323 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8515 0 16 0.0000 4.1485 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3198 0 16 0.0000 5.6802 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2136 0 17 0.0000 5.7864 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5236 0 15 0.0000 2.4764 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8533 0 16 0.0000 4.1467 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5407 0 15 0.0000 3.4593 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3812 0 15 0.0000 1.6188 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7300 0 15 0.0000 3.2700 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7161 0 15 0.0000 3.2839 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6826 0 18 0.4376 4.3174 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1415 0 19 0.8315 5.8585 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8318 0 15 0.0000 5.1682 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.5743 0 19 0.0000 6.4257 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0944 0 18 0.0000 6.9056 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0260 0 15 0.0000 2.9740 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0360 0 15 0.0000 3.9640 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2116 0 16 0.0000 6.7884 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.0940 0 18 0.0000 6.9060 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1120 0 17 0.7120 6.8880 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.3668 0 17 0.3318 7.6332 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.0859 0 18 0.0000 6.9141 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.7322 0 19 0.0000 7.2678 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.5979 0 19 0.0000 7.4021 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.3690 0 20 0.0000 7.6310 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.2056 0 22 0.0000 7.7944 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6098 0 15 0.0000 5.3902 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5210 0 15 0.0000 6.4790 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0461 0 15 0.0000 6.9539 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0310 0 15 0.0000 4.9690 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5623 0 15 0.0000 5.4377 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3228 0 15 0.0000 5.6772 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8463 0 15 0.0000 7.1537 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.9064 0 17 0.0000 8.0936 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.8415 0 17 0.0000 8.1585 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.7252 0 17 0.0000 8.2748 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 0.1126 0 15 0.1870 0 14 0.0136 8.9230 7.0305 .1151 .1524
5047 2.8812 1.4600 200.0000 0.3349 0 17 0.4883 0 18 0.1162 5.7546 4.6909 .2729 .4544
5114b 3.5733 1.8108 200.0000 0.0849 0 15 0.3986 0 13 0.0238 4.8210 3.0859 .1051 .4293
4342 10.3858 1.3631 200.0000 0.1166 0 15 0.1874 0 15 0.0112 9.2216 7.3279 .1082 .1396
3736 14.9983 3.6090 400.0000 0.1315 0 15 0.7455 0 7 0.0088 7.0677 5.8533 .1691 .8332
3534 5.8173 1.4765 400.0000 0.7796 0 17 0.6896 0 16 0.1340 4.3198 4.2136 .2996 .2841
3422 6.0122 1.5213 400.0000 0.7592 0 17 0.5769 0 17 0.1263 4.2136 3.5743 .2841 .4358
3130 13.5508 2.2744 300.0000 0.1985 0 15 0.3863 0 10 0.0146 7.5236 5.8533 .0787 .5109
3024 0.4621 2.9058 450.0000 0.4512 0 28 2.9609 0 28 0.9764 5.8533 4.1415 3.674 2.847
3036 6.7857 1.4251 400.0000 0.6324 0 16 0.2610 0 16 0.0932 5.8533 5.8515 .5832 .8287
2827 15.5945 3.7524 400.0000 0.2285 0 15 1.0449 0 15 0.0147 8.3812 6.7810 .2029 .2025
2726 18.5574 3.1124 300.0000 0.4053 0 15 0.1876 0 8 0.0218 6.7300 6.7161 .1001 .7203
2629 2.4524 0.5150 400.0000 0.4000 0 15 0.3630 0 15 0.1631 6.7161 6.5407 .5402 .3517
2930 11.6053 2.4373 400.0000 0.7434 0 15 0.9308 0 11 0.0641 6.5407 5.8533 .3517 .5832
2725 0.2218 2.0080 375.0000 0.2606 0 7 2.4151 0 6 1.1751 6.7300 5.6826 3.680 2.166
2524 0.2779 2.5163 375.0000 0.2520 0 7 2.4507 0 7 0.9068 5.6825 4.1415 2.166 3.417
2422 0.8401 2.9711 600.0000 0.6548 0 8 2.3068 0 27 0.7794 4.1419 3.5743 2.586 2.857
L575 4.4056 1.1111 300.0000 0.3832 0 15 0.5089 0 15 0.0870 4.8318 3.5743 .4395 .5811
2117 10.3655 2.0976 500.0000 0.2046 0 12 0.4632 0 12 0.0197 3.0944 3.0940 .1889 .2880
1714B 8.1188 0.9553 500.0000 0.5210 0 18 -0.3251 0 26 0.0642 3.0940 3.0859 .4880 .5717
1716 3.1532 3.6415 1050.000 2.0544 0 15 2.3662 0 15 0.6515 3.0940 3.1120 1.280 1.678
1615 0.7725 1.7486 750.0000 1.2150 0 15 2.7339 0 15 1.5728 3.1141 2.3668 2.365 1.542
1614A 0.7872 1.7819 750.0000 0.8438 0 13 1.9030 0 13 1.0719 3.1141 2.7322 1.952 1.509
4514B 28.0567 3.5017 450.0000 0.6142 0 18 0.9851 0 11 0.0219 3.6470 3.0859 .3266 .5241
4515 0.1942 2.7467 300.0000 0.1741 0 37 2.4338 0 37 0.8967 3.6470 2.3668 3.823 3.856
1502 0.6052 1.1322 825.0000 1.3662 0 15 2.6926 0 12 2.2574 2.3668 1.8415 1.402 .9594
14A13 16.6072 0.8411 1700.000 -1.8247 0 19 -0.4829 0 17 -0.1099 2.7322 2.5979 .5131 .5870
1312 15.7543 0.6101 1400.000 1.8145 0 19 0.4680 0 16 0.1152 2.5979 2.3690 .5271 .4922
1211 22.0747 0.6694 1700.000 1.7507 0 20 0.2851 0 20 0.0793 2.3690 2.2056 .4053 .5092
1103 34.9730 0.7240 2000.000 1.8283 0 22 0.4007 0 30 0.0523 2.2056 1.9064 .4328 .4032
0912 7.4604 1.8954 400.0000 0.0572 0 15 0.0425 0 15 0.0077 3.5210 2.3690 .0524 .9226
0908 0.1628 1.4741 375.0000 0.1338 0 10 1.1990 0 10 0.8221 3.5210 3.0461 2.722 2.789
0811 6.0914 1.5476 400.0000 0.1730 0 15 0.3800 0 14 0.0284 3.0461 2.2056 .1152 .5139
0804 0.2208 1.3886 450.0000 0.2417 0 19 1.5110 0 19 1.0947 3.0461 2.8463 2.324 2.547
0201 142.3584 2.9703 2000.000 4.0569 0 17 1.3664 0 29 0.0285 1.8415 1.7252 .3957 .3976
5248 8.1651 1.4277 200.0000 0.1755 0 17 0.3105 0 17 0.0215 7.0305 4.8235 .1524 .1174
4845 2.5500 1.2922 200.0000 0.2597 0 15 0.3099 0 15 0.1018 4.6504 3.6470 .2521 .7348
4250 11.5986 1.2184 200.0000 0.2469 0 16 0.1653 0 15 0.0213 7.3279 5.7546 .1396 .2729
5338 8.7547 1.3127 200.0000 0.1248 0 15 0.1060 0 12 0.0143 8.5235 6.0822 .1173 .4110
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0822 4.8210 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.2763 0 15 0.9312 0 15 0.0159 4.6909 4.0991 .2272 .2477
4746u 0.1498 2.1194 300.0000 0.1018 0 14 1.4163 0 14 0.6793 4.6909 4.0991 3.636 3.663
4645o 15.8729 2.3953 400.0000 0.2757 0 16 0.5959 0 15 0.0174 4.0991 3.6470 .2477 .3674
4645u 0.1105 1.5637 300.0000 0.0990 0 15 1.3768 0 15 0.8956 4.0991 3.6470 3.663 3.823
3836o 9.9729 2.0945 400.0000 0.1430 0 20 0.1040 0 40 0.0143 6.0822 5.8515 .2055 .8287
3635o 35.6736 2.3986 400.0000 0.7597 0 17 0.5242 0 17 0.0213 5.8515 5.2764 .2037 .1910
2217o 14.0423 2.7133 500.0000 0.4773 0 19 1.0372 0 22 0.0340 3.5743 3.1243 .3486 .3486
2217u 0.6241 1.4127 750.0000 1.0078 0 26 2.2690 0 26 1.6147 3.5743 3.0940 2.285 1.792
2019o 11.6942 3.9474 300.0000 0.2042 0 15 0.7609 0 14 0.0175 7.0260 6.0360 .0868 .1200
2019u 0.6375 4.0085 450.0000 0.4262 0 18 2.6657 0 18 0.6686 7.0260 6.0360 2.280 3.413
1918o 18.5045 3.0423 400.0000 0.0257 0 15 0.0352 0 15 0.0014 6.0360 3.2116 .0900 .5291
1918u 0.9440 3.3387 600.0000 0.8478 0 15 2.9722 0 15 0.8981 6.0360 3.2116 2.560 2.186
1817o 9.1593 1.0777 500.0000 0.7077 0 17 0.5773 0 18 0.0773 3.2116 3.1062 .4233 .3124
1817u 0.5070 1.7932 600.0000 0.6077 0 9 2.1412 0 9 1.1987 3.2116 3.0940 2.186 2.240
1009o 8.3091 2.9992 300.0000 0.0166 0 15 0.2097 0 15 0.0020 4.6098 3.5210 .0328 .0699
1009u 0.2415 2.1864 375.0000 0.1836 0 15 1.6562 0 7 0.7604 4.6098 3.5210 2.692 2.722
0706o 7.2322 2.5854 300.0000 0.0967 0 15 0.3866 0 8 0.0134 5.0310 4.5623 .1034 .2078
0706u 0.1248 1.7661 300.0000 0.0887 0 8 1.2363 0 8 0.7106 5.0310 4.5623 3.436 3.541
0604o 9.6606 3.5640 300.0000 0.4303 0 15 1.0645 0 15 0.0445 4.5623 2.8621 .2078 .2070
0604u 0.3116 2.8210 375.0000 0.3073 0 21 2.7623 0 21 0.9863 4.5623 2.8463 2.832 3.056
0504o 8.6316 3.1554 300.0000 0.0696 0 15 0.4760 0 13 0.0081 4.3228 2.8463 .0761 .1543
0504u 0.1541 2.1802 300.0000 0.1341 0 10 1.8721 0 10 0.8702 4.3228 2.8463 3.409 3.821
0403o 9.0589 2.2976 400.0000 0.2208 0 15 0.5352 0 15 0.0244 2.8463 2.0369 .1157 .0923
0403u 1.9283 4.3647 750.0000 1.1817 0 12 2.7930 0 12 0.6128 2.8463 1.9064 1.528 1.075
0302o 2.9365 0.3240 300.0000 0.3436 0 17 0.3277 0 18 0.1170 1.9064 1.8619 .2880 .1728
0302u 3.2556 3.6173 600.0000 0.7538 0 22 0.8363 0 22 0.2315 1.9064 1.8415 1.344 1.319
14a14bo 75.9084 3.3944 500.0000 1.0323 0 18 0.3870 0 14 0.0136 3.0859 2.7322 .1917 .4644
14a14bu 0.1368 1.9347 300.0000 0.1446 0 32 2.0196 0 32 1.0571 3.0859 2.7322 4.286 3.774
FREE # 1 Undefnd Undefnd Undefn 4.0914 0 17
*==================================================*
| 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 0.0176 0.6115 0.0049
5047 2.6250 19.2222 0.0000 338.1528 0.0695 0.6926 0.0349
5114b 3.2778 15.0000 0.0000 341.7222 0.0458 0.4558 0.0091
4342 0.1667 359.8333 0.0000 0.0000 0.0157 0.6239 0.0046
3736 0.1667 32.5667 0.0000 327.2667 0.1110 1.4932 0.0388
3534 2.9444 357.0556 0.0000 0.0000 0.1134 1.1375 0.0791
3422 2.9444 16.0000 0.0000 341.0556 0.1344 1.3570 0.0786
3130 0.1667 27.9583 0.0000 331.8750 0.0795 1.5961 0.0108
3024 0.1667 20.9107 0.0000 338.9226 0.1304 0.1639 3.3692
3036 6.2917 28.9444 324.7639 0.0000 0.1417 2.4659 0.0730
2827 0.1667 0.0000 0.0000 359.8333 0.0399 0.2189 0.0846
2726 345.5486 14.4514 0.0000 0.0000 0.1114 2.2495 0.0221
2629 0.2500 359.7500 0.0000 0.0000 0.0955 1.1034 0.0647
2930 0.2500 27.9861 0.0000 331.7639 0.0949 1.1134 0.1282
2725 0.1667 359.8333 0.0000 0.0000 0.1099 0.1139 2.1310
2524 0.1667 33.2887 0.0000 326.5446 0.1119 0.1146 2.0167
2422 0.1667 359.8333 0.0000 0.0000 0.1744 0.2906 3.3477
L575 0.1667 12.0833 0.0000 347.7500 0.0634 0.8802 0.0625
2117 1.8833 14.4365 0.0000 343.6802 0.1141 1.1466 0.0208
1714B 335.1944 15.7222 9.0833 0.0000 0.1184 2.6245 0.0545
1716 0.1667 357.4792 0.0000 2.3542 0.2938 0.8902 3.6031
1615 0.1667 359.8333 0.0000 0.0000 0.2281 0.4522 3.9639
1614A 3.2222 40.3611 316.4167 0.0000 0.2282 0.4617 2.3080
4514B 326.6250 22.1944 0.0000 11.1806 0.0811 1.6106 0.0879
4515 0.1667 359.8333 0.0000 0.0000 0.0898 0.0728 2.4596
1502 0.1667 359.8333 0.0000 0.0000 0.2368 0.5320 2.4919
14A13 116.5417 243.4583 0.0000 0.0000 0.3653 3.8013 0.4488
1312 116.6250 243.3750 0.0000 0.0000 0.3214 3.9734 0.3262
1211 4.2917 355.7083 0.0000 0.0000 0.3706 6.1966 0.2197
1103 0.1667 359.8333 0.0000 0.0000 0.3488 5.2328 0.2901
0912 351.9722 8.0278 0.0000 0.0000 0.1444 1.5118 0.0064
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.2213
0811 349.8889 5.7778 0.0000 4.3333 0.0835 0.8423 0.0180
0804 0.1667 359.8333 0.0000 0.0000 0.1290 0.1639 1.3187
0201 0.1667 359.8333 0.0000 0.0000 0.3533 4.1578 0.8718
5248 0.1667 0.0000 0.0000 359.8333 0.0191 0.5713 0.0083
4845 3.0556 33.2500 0.0000 323.6944 0.0903 0.9070 0.0276
4250 0.1667 357.3750 0.0000 2.4583 0.0307 1.5293 0.0066
5338 0.1667 357.3542 0.0000 2.4792 0.0394 1.3778 0.0047
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 340.0833 17.1667 0.0000 2.7500 0.0464 0.3049 0.0864
4746u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0729 1.5431
4645o 339.2500 20.7500 0.0000 0.0000 0.0559 0.5303 0.0686
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5322
3836o 2.6667 357.3333 0.0000 0.0000 0.0980 1.6471 0.0184
3635o 339.6667 0.0000 0.0000 20.3333 0.0360 1.4493 0.0414
2217o 343.8333 4.5667 0.0000 11.6000 0.0779 0.5359 0.1552
2217u 0.1667 359.8333 0.0000 0.0000 0.2149 0.4612 3.2766
2019o 354.0889 2.6667 0.0000 3.2444 0.0295 0.2910 0.0211
2019u 0.1667 359.8333 0.0000 0.0000 0.1352 0.1656 2.6067
1918o 355.3333 4.6667 0.0000 0.0000 0.0489 0.7359 0.0043
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.2287
1817o 341.5722 6.0833 0.0000 12.3444 0.0836 1.2358 0.1053
1817u 0.1667 359.8333 0.0000 0.0000 0.1822 0.2956 2.1739
1009o 356.2778 3.7222 0.0000 0.0000 0.0135 0.0794 0.0032
1009u 0.1667 359.8333 0.0000 0.0000 0.1061 0.1139 1.6695
0706o 348.5278 10.8611 0.0000 0.6111 0.0378 0.2805 0.0161
0706u 0.1667 359.8333 0.0000 0.0000 0.0903 0.0727 1.2527
0604o 345.9500 0.0000 0.0000 14.0500 0.0505 0.4046 0.0662
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.6662
0504o 352.8056 4.9167 0.0000 2.2778 0.0288 0.1956 0.0122
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.8502
0403o 354.3368 0.0000 0.0000 5.6632 0.0417 0.4125 0.0222
0403u 0.1667 359.8333 0.0000 0.0000 0.2213 0.4603 2.4718
0302o 346.8889 0.0000 0.0000 13.1111 0.0476 1.0509 0.0226
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.9868 0.6590
14a14bo 343.3889 14.9352 0.0000 1.6759 0.0872 4.0531 0.0425
14a14bu 3.2778 356.7222 0.0000 0.0000 0.0851 0.0727 1.8954
*===========================================*
| 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 0.0049 105.8471 0.0003 0.9989 0.1605 0.0038 0.1086 3.1375
5047 0.0191 411.6381 0.0010 0.9835 1.0659 0.0118 0.1163 0.0350
5114b 0.0033 70.6358 0.0004 0.9789 0.9973 0.0052 0.0517 0.0350
4342 0.0048 103.3401 0.0003 0.9989 0.1900 0.0030 0.0958 3.1375
3736 0.0050 109.0274 0.0004 0.9989 0.9693 0.0194 0.2358 1.3944
3534 0.0153 331.2737 0.0018 0.9813 0.2025 0.0100 0.0999 0.0350
3422 0.0156 338.0006 0.0019 0.9811 0.4436 0.0123 0.1226 0.0450
3130 0.0073 157.8148 0.0005 0.9989 0.8843 0.0114 0.2276 2.4403
3024 0.0474 1023.9891 0.0017 0.9989 1.4798 0.0473 0.0450 0.9064
3036 -0.0046 -99.8972 0.0031 0.9652 0.0071 0.0494 0.5481 0.0204
2827 0.0085 183.0565 0.0006 0.9989 1.3098 0.0073 0.0260 1.3944
2726 0.0077 167.0793 0.0010 0.1110 0.0326 0.0314 0.1734 0.0200
2629 0.0097 210.4048 0.0009 0.9989 0.1683 0.0177 0.1033 2.4403
2930 0.0237 511.6392 0.0018 0.9989 0.6959 0.0187 0.1476 1.3944
2725 0.0157 339.8418 0.0008 0.9989 1.2181 0.0287 0.0225 0.9064
2524 0.0155 334.8891 0.0008 0.9968 1.7138 0.0275 0.0216 0.0238
2422 0.0632 1365.0675 0.0030 0.9989 0.8688 0.0630 0.0783 0.9064
L575 0.0126 271.2458 0.0011 0.9989 0.5844 0.0120 0.1060 3.1375
2117 0.0073 156.9925 0.0007 0.9894 0.8918 0.0117 0.1168 0.0200
1714B 0.0001 2.2444 0.0022 0.1839 0.0055 0.0153 0.2634 0.0207
1716 0.1592 3438.2036 0.0072 0.9989 1.0519 0.0889 0.1972 Section 4
0.9064
1615 0.1138 2458.1788 0.0045 0.9989 0.5686 0.0842 0.1369 0.9064
1614A 0.0455 982.3189 0.0033 0.9792 0.0912 0.0648 0.1111 0.0130
4514B 0.0268 579.7613 0.0019 0.2354 0.1482 0.0115 0.1620 0.0208
4515 0.0227 489.5002 0.0008 0.9989 0.5642 0.0400 0.0266 0.9064
1502 0.1366 2949.9785 0.0049 0.9989 0.7490 0.0909 0.1431 0.9064
14A13 -0.0765 -1652.980 0.0047 0.7251 0.0017 0.0860 0.5320 0.1239
1312 0.0767 1656.9488 0.0044 0.7251 0.0463 0.0583 0.5356 0.1236
1211 0.0763 1648.7329 0.0041 0.9742 0.0312 0.0674 0.8677 0.1241
1103 0.0943 2037.7552 0.0048 0.9989 0.1435 0.0836 0.7946 8.7153
0912 0.0007 14.5302 0.0001 0.0632 0.0036 0.0219 0.2262 0.0450
0908 0.0069 149.5082 0.0005 0.9989 0.6457 0.0251 0.0185 0.9761
0811 0.0022 47.5414 0.0004 0.0777 0.0371 0.0092 0.0925 0.0450
0804 0.0116 250.4112 0.0009 0.9989 0.5159 0.0331 0.0302 0.9064
0201 0.3009 6500.1767 0.0183 0.9989 0.5272 0.0945 0.7090 2.7889
5248 0.0101 218.9798 0.0005 0.9989 0.6699 0.0041 0.1053 3.1375
4845 0.0149 321.7162 0.0008 0.9804 0.9058 0.0155 0.1548 0.0350
4250 0.0113 243.8205 0.0006 0.9989 0.2393 0.0057 0.2521 3.1375
5338 0.0055 118.7451 0.0004 0.9989 0.0541 0.0113 0.3696 3.1375
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0008 0.0128 0.0450
4746o 0.0074 159.3160 0.0007 0.1500 0.1289 0.0050 0.0264 0.0206
4746u 0.0197 425.5813 0.0004 0.9989 1.2060 0.0267 0.0191 0.9064
4645o 0.0078 167.7739 0.0007 0.1563 0.0676 0.0070 0.0522 0.0207
4645u 0.0194 419.1631 0.0005 0.9989 0.6599 0.0287 0.0208 0.9761
3836o 0.0126 271.3805 0.0005 0.9831 0.0487 0.0418 0.4278 0.0202
3635o 0.0138 297.8180 0.0018 0.1511 0.0905 0.0035 0.0842 0.0350
2217o 0.0100 216.9734 0.0011 0.1212 0.0878 0.0063 0.0326 0.0207
2217u 0.0868 1875.4000 0.0037 0.9989 0.7435 0.0747 0.1125 0.9064
2019o 0.0021 45.4887 0.0004 0.0452 0.0642 0.0009 0.0090 0.0200
2019u 0.0211 455.6487 0.0013 0.9989 1.7266 0.0342 0.0250 0.9064
1918o 0.0001 2.8467 0.0001 0.0324 0.0009 0.0046 0.0569 0.0206
1918u 0.0415 897.1227 0.0024 0.9989 1.1182 0.0462 0.0500 0.9064
1817o 0.0187 404.6308 0.0016 0.1385 0.0626 0.0091 0.0993 0.0205
1817u 0.0336 725.8114 0.0024 0.9989 0.6289 0.0554 0.0673 0.9064
1009o 0.0001 1.9190 0.0000 0.0248 0.0122 0.0004 0.0024 0.0208
1009u 0.0075 161.7807 0.0005 0.9989 1.1040 0.0221 0.0147 0.9761
0706o 0.0016 34.9861 0.0002 0.0871 0.0517 0.0024 0.0163 0.0209
0706u 0.0053 115.0303 0.0003 0.9989 0.6307 0.0224 0.0133 0.9064
0604o 0.0079 170.9218 0.0010 0.1066 0.1442 0.0034 0.0243 0.0204
0604u 0.0208 449.2475 0.0010 0.9989 1.3910 0.0304 0.0227 0.9064
0504o 0.0008 16.9351 0.0002 0.0538 0.0467 0.0010 0.0060 0.0206
0504u 0.0065 141.3160 0.0005 0.9989 0.6248 0.0225 0.0132 0.9064
0403o 0.0017 36.9643 0.0005 0.0417 0.0376 0.0010 0.0100 0.0450
0403u 0.0604 1305.1752 0.0032 0.9989 2.5061 0.0550 0.0823 0.9064
0302o 0.0067 143.9994 0.0008 0.0981 0.0450 0.0035 0.0672 0.0290
0302u 0.1504 3248.0033 0.0029 0.9989 0.1339 0.0825 0.2392 0.4881
14a14bo 0.0211 456.5856 0.0025 0.1249 0.0450 0.0064 0.2427 0.0350
14a14bu 0.0099 214.1135 0.0006 0.9789 0.1725 0.0323 0.0217 0.0130
FREE # 1 0.3010 6501.6852
*===============================================================*
| 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 0.1126 0.0000 1.0230 0.0185 0.0228 8.9230 7.0296 Max Flow
5047 0.3349 0.0000 0.4813 0.0491 0.0545 5.7546 4.6889 Max Flow
5114b 0.0848 0.0000 0.2254 0.0195 0.0208 4.8210 3.0615 Max Flow
4342 0.1165 0.0000 1.0020 0.0180 0.0212 9.2216 7.3277 Max Flow
3736 0.1315 0.0000 0.0035 0.0795 0.0673 7.0676 5.8426 Max Flow
3534 0.7791 0.0000 0.1061 0.0862 0.1174 4.3196 4.2105 Max Flow
3422 0.7589 0.0000 0.3865 0.0847 0.1136 4.2136 3.5634 Max Flow
3130 0.1984 0.0000 0.0352 0.0214 0.0235 7.5236 5.8426 Max Flow
3024 0.4506 1.3062 1.1833 0.4292 0.3591 5.8082 3.2562 Max Flow
3036 0.6316 0.0000 0.0084 0.1458 0.1711 5.8526 5.8486 Max Flow
2827 0.2283 0.0000 1.5973 0.0990 0.0810 8.3812 6.7809 Max Flow
2726 0.4051 0.0000 0.0024 0.0349 0.0296 6.7300 6.7145 Max Flow
2629 0.3997 0.0000 0.1658 0.1217 0.2052 6.7161 6.5407 Max Flow
2930 0.7429 0.0000 0.2157 0.1572 0.1405 6.5407 5.8481 Max Flow
2725 0.2605 0.8532 0.6071 0.3506 0.3750 6.7060 5.2178 Max Flow
2524 0.2520 0.4835 1.5083 0.3482 0.2801 5.2619 3.2116 Max Flow
2422 0.6548 0.2789 0.4399 0.5205 0.3985 3.5715 2.8456 Max Flow
L575 0.3800 0.0000 1.2951 0.1035 0.1226 4.8256 3.5193 Max Flow
2117 0.2001 0.0000 0.0452 0.0343 0.0450 3.0455 2.9987 Max Flow
1714B 0.5210 0.0000 0.0108 0.1343 0.2060 3.0940 3.0845 Max Flow
1716 2.0518 -0.1805 0.1684 0.8148 0.6173 3.0622 3.0757 Max Flow
1615 1.2150 0.4241 0.3177 0.6651 0.7500 3.0781 2.3340 Max Flow
1614A 0.8435 0.4121 0.0570 0.5692 0.6867 3.0409 2.5691 Max Flow
4514B 0.6141 0.0000 0.0682 0.1527 0.1466 3.6470 3.0857 Max Flow
4515 0.1741 0.6484 1.0129 1.0306 0.2220 3.5308 1.8653 Max Flow
1502 1.3662 -0.2125 0.7598 0.6989 0.8250 2.3411 1.8176 Max Flow
14A13 0.0164 0.0000 0.0095 0.0719 0.1365 1.9948 1.9809 Max Flow
1312 1.8086 0.0000 0.2299 0.4227 0.7579 2.5974 2.3623 Max Flow
1211 1.7503 0.0000 0.1757 0.4244 0.6885 2.3690 2.1970 Max Flow
1103 1.8282 0.0000 0.3065 0.3694 0.8809 2.2056 1.8918 Max Flow
0912 0.0572 0.0000 0.0029 0.0147 0.0202 3.5210 2.2822 Max Flow
0908 0.1338 0.1598 0.3308 0.2698 0.2590 3.5017 3.0109 Max Flow
0811 0.1729 0.0000 0.5247 0.0316 0.0458 3.0461 2.0680 Max Flow
0804 0.2410 0.2076 0.3528 0.3454 0.4500 3.0006 2.4316 Max Flow
0201 4.0411 0.0000 0.1201 0.5847 0.7910 1.8410 1.7210 Max Flow
5248 0.1740 0.0000 2.2049 0.0234 0.0270 7.0305 4.8234 Max Flow
4845 0.2597 0.0000 0.1854 0.0414 0.0503 4.6504 3.6301 Max Flow
4250 0.2469 0.0000 0.3294 0.0224 0.0276 7.3279 5.7534 Max Flow
5338 0.1248 0.0000 0.1256 0.0192 0.0233 8.5235 6.0716 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.2762 0.0000 0.5014 0.1056 0.0906 4.6909 4.0978 Max Flow
4746u 0.1018 0.3328 0.2680 0.2468 0.1814 4.6764 4.0755 Max Flow
4645o 0.2757 0.0000 0.2406 0.1055 0.0989 4.0991 3.6379 Max Flow
4645u 0.0990 0.0801 0.3876 0.2439 0.2218 4.0946 3.6271 Max Flow
3836o 0.1430 0.0000 0.0034 0.0813 0.0820 6.0822 5.8416 Max Flow
3635o 0.7597 0.0000 0.5670 0.0764 0.0791 5.8515 5.2764 Max Flow
2217o 0.4773 0.0000 0.4498 0.1804 0.1743 3.5743 3.1243 Max Flow
2217u 1.0026 0.2578 0.2810 0.6163 0.7500 3.3972 2.8644 Max Flow
2019o 0.2037 0.0000 0.7461 0.0352 0.0258 7.0260 6.0314 Max Flow
2019u 0.4237 1.2089 0.6554 0.4235 0.2682 7.0065 5.1238 Max Flow
1918o 0.0256 0.0000 0.0030 0.0398 0.0354 6.0359 3.2100 Max Flow
1918u 0.8478 0.7637 2.0605 0.5616 0.4446 6.0350 3.2088 Max Flow
1817o 0.7077 0.0000 0.0871 0.1562 0.2105 3.2116 3.1062 Max Flow
1817u 0.6072 0.1937 0.2134 0.5054 0.6000 3.0172 2.5994 Max Flow
1009o 0.0164 0.0000 0.2911 0.0093 0.0085 4.6098 3.5202 Max Flow
1009u 0.1836 0.4672 0.6224 0.3131 0.2448 4.6098 3.5202 Max Flow
0706o 0.0967 0.0000 0.1332 0.0316 0.0306 5.0310 4.5620 Max Flow
0706u 0.0887 0.2619 0.2450 0.2318 0.1869 5.0171 4.5095 Max Flow
0604o 0.4300 0.0000 1.7020 0.0794 0.0621 4.5622 2.8621 Max Flow
0604u 0.3073 0.5221 1.7259 1.0030 0.3030 4.5037 2.2516 Max Flow
0504o 0.0694 0.0000 0.4376 0.0256 0.0226 4.3228 2.8442 Max Flow
0504u 0.1339 0.5846 1.1769 0.2734 0.2163 4.3108 2.5290 Max Flow
0403o 0.2206 0.0000 0.8021 0.0369 0.0416 2.8463 2.0369 Max Flow
0403u 1.1817 0.8066 0.2131 0.6592 0.4243 2.8155 1.7577 Max Flow
0302o 0.3429 0.0000 0.0379 0.0518 0.0951 1.9062 1.8618 Max Flow
0302u 0.7538 0.0645 0.0027 0.2952 0.1779 1.8909 1.8237 Max Flow
14a14bo 1.0323 0.0000 0.0222 0.1025 0.0955 3.0859 2.7270 Max Flow
14a14bu 0.1446 0.4667 0.2179 0.2787 0.2658 2.9174 2.2280 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 254.1667 103.3333 2.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 113.3333 243.5000 3.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 1.8333 358.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.1667 1.0000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 1.5000 355.6667 2.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 11.1667 346.0000 2.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 79.1667 280.6667 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 353.8333 6.1667 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 356.8333 0.0000 0.0000 0.0000 3.1667 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 0.5000 308.8333 50.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.8333 0.3333 342.8333 0.0000 1.1667 0.0000 14.8333 0.0000 None
2524 0.1667 0.3333 359.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 336.5000 0.6667 0.0000 17.3333 4.3333 0.0000 None
L575 305.5000 54.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 92.0000 266.1667 1.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 24.8333 335.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.1667 1.0000 319.5000 9.0000 0.0000 17.0000 13.3333 0.0000 None
1615 0.3333 270.1667 0.8333 2.6667 25.5000 0.0000 60.5000 0.0000 None
1614A 0.0000 323.8333 0.0000 14.8333 19.5000 1.8333 0.0000 0.0000 None
4514B 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.6667 0.3333 359.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 251.5000 108.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 243.5000 116.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 3.5000 240.0000 116.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 355.8333 4.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.1667 359.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 8.0000 352.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 345.0000 0.5000 0.0000 10.8333 2.5000 0.0000 None
0811 2.1667 8.0000 349.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 307.0000 29.6667 0.0000 13.5000 1.8333 8.0000 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 289.0000 70.6667 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 238.5000 118.5000 3.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 0.8333 358.8333 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 0.5000 359.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.8333 0.3333 327.1667 0.6667 0.0000 21.6667 9.3333 0.0000 None
4645o 0.0000 2.6667 357.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 323.0000 1.1667 0.0000 33.6667 1.0000 0.0000 None
3836o 0.0000 357.3333 2.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635o 8.5000 11.8333 339.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217o 0.8333 2.0000 357.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 268.6667 72.1667 0.1667 0.0000 19.0000 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 354.3333 0.0000 0.0000 0.0000 4.6667 0.0000 None
1918o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.1667 1.0000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 4.8333 13.6667 341.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.6667 314.5000 0.8333 4.0000 15.6667 23.3333 0.0000 None
1009o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.8333 0.3333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 4.8333 355.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 343.6667 0.3333 0.0000 14.3333 0.5000 0.0000 None
0604o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.1667 1.0000 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 0.1667 1.0000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 1.1667 4.5000 354.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.5000 0.6667 341.6667 0.0000 0.0000 0.0000 17.1667 0.0000 None
0302o 2.5000 10.6667 346.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 230.0000 110.6667 0.0000 15.6667 2.5000 0.0000 None
14a14bo 0.3333 2.3333 357.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
14a14bu 0.0000 0.0000 321.1667 6.5000 0.0000 31.1667 1.1667 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 351.5556 352.7778 0.0000 0.0000
5047 17.3611 17.4167 0.0000 0.0000
5114b 14.5000 14.5000 324.6167 0.0000
4342 350.8333 352.0000 1.1667 0.0000
3736 32.6083 32.6917 146.4333 0.0000
3534 347.5556 347.5556 0.0833 0.0000
3422 14.8611 14.8611 311.9167 0.0000
3130 27.5694 27.5972 162.2917 0.0000
3024 0.0000 0.0000 325.5097 0.0000
3036 0.0000 11.1944 0.0000 0.0000
2827 0.2472 1.1917 28.7847 0.0000
2726 353.5000 353.5000 0.0000 0.0000
2629 8.1111 8.3333 0.0000 0.0000
2930 27.7222 27.8611 0.0000 0.0000
2725 0.0000 0.0000 338.9444 0.0000
2524 13.0357 13.0476 339.1389 0.0000
2422 321.9792 336.9028 63.9306 0.0000
L575 10.4167 10.4444 0.0000 0.0000
2117 2.4444 14.0833 324.7333 0.0000
1714B 0.0000 8.8889 0.0000 0.0000
1716 269.7639 273.4722 299.4792 0.0000
1615 248.0694 320.3750 1.0278 0.0000
1614A 0.0000 6.7710 0.0000 0.0000
4514B 22.0556 342.3611 323.1806 0.0000
4515 314.4583 317.2917 20.1250 0.0000
1502 1.1944 1.6944 26.7639 0.0000
14A13 318.7083 318.8750 0.0000 0.0000
1312 329.5000 336.1111 0.2917 0.0000
1211 346.8528 351.8313 0.0000 0.0000
1103 46.8333 58.0500 0.0000 0.0000
0912 349.5000 349.5000 0.0000 0.0000
0908 342.1944 344.9583 0.0000 0.0000
0811 345.4167 345.4167 0.2222 0.0000
0804 334.6875 344.2222 0.0000 0.0000
0201 8.6954 10.5186 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 31.7500 31.7500 0.0000 0.0000
4250 68.5417 68.5417 0.0000 0.0000
5338 357.3542 359.8333 2.4792 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 345.6111 345.8611 0.3333 0.0000
4746u 1.0000 320.5972 324.0000 0.0000
4645o 350.5833 350.5833 0.0000 0.0000
4645u 322.7500 322.7917 5.0833 0.0000
3836o 357.3333 357.3333 0.0000 0.0000
3635o 0.0000 0.0000 0.1111 0.0000
2217o 6.0285 7.6861 0.0000 0.0000
2217u 0.0000 0.0000 8.5556 0.0000
2019o 2.6111 2.6667 347.8472 0.0000
2019u 322.9042 345.8958 352.4167 0.0000
1918o 347.0556 347.0556 0.0000 0.0000
1918u 338.7222 338.9167 337.8611 0.0000
1817o 332.6000 332.6000 332.6000 0.0000
1817u 308.0000 334.1528 0.5625 0.0000
1009o 347.6389 347.6389 0.0000 0.0000
1009u 337.3194 343.3194 300.8611 0.0000
0706o 351.5833 351.5833 0.0278 0.0000
0706u 333.9722 342.7778 2.3264 0.0000
0604o 0.1319 0.1319 352.3833 0.0000
0604u 339.3194 342.3264 342.8056 0.0000
0504o 346.7778 346.8333 3.2500 0.0000
0504u 341.5903 342.9444 2.7361 0.0000
0403o 0.0000 0.0000 342.4762 0.0000
0403u 59.8611 75.3194 320.6667 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 233.1333 340.3056 0.0417 0.0000
14a14bo 14.8981 14.9074 331.1389 0.0000
14a14bu 317.5556 320.0139 0.1667 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 0.1723 0.2064 0.1723 0.0345 0.0436 0.0345 0.2001 0.2113 0.2001 13.2063 13.9489 13.2063 0.0261
5047 0.1416 0.4844 0.1416 0.0001 0.3347 0.0001 0.0008 0.6909 0.0008 0.0389 32.4730 0.0389 0.0705
5114b 0.0545 0.1864 0.0545 0.0000 0.0848 0.0000 0.0004 0.4551 0.0004 0.0180 22.7545 0.0180 0.0464
4342 0.1749 0.2134 0.1749 0.0376 0.0414 0.0376 0.2149 0.1942 0.2149 11.8179 10.6807 11.8179 0.0244
3736 0.0228 0.0992 0.0228 0.0025 0.1266 0.0025 0.1080 1.2756 0.1080 5.3986 63.7781 5.3986 0.2197
3534 0.1075 0.6862 0.1075 0.0001 0.7794 0.0001 0.0008 1.1359 0.0008 0.0084 11.3586 0.0084 0.1159
3422 0.1192 0.5607 0.1192 0.0002 0.7587 0.0002 0.0019 1.3532 0.0019 0.0763 54.1268 0.0763 0.1381
3130 0.0265 0.1244 0.0265 0.0000 0.1985 0.0000 0.0006 1.5948 0.0006 0.0357 87.7165 0.0357 0.0805
3036 0.0859 0.3176 0.0859 0.0278 0.5768 0.0278 0.3238 1.8164 0.3238 5.8279 32.6959 5.8279 0.2818
2827 0.0000 1.0466 0.0000 0.0000 0.2285 0.0000 0.0000 0.2184 0.0000 0.0000 10.9177 0.0000 0.0811
2726 0.0442 0.1804 0.0442 0.0001 0.4052 0.0001 0.0016 2.2462 0.0016 0.0161 22.4624 0.0161 0.1134
2629 0.1238 0.3791 0.1238 0.0043 0.3915 0.0043 0.0344 1.0328 0.0344 1.5470 46.4750 1.5470 0.1862
2930 0.1327 0.7055 0.1327 0.0047 0.7339 0.0047 0.0357 1.0402 0.0357 1.7153 49.9289 1.7153 0.1871
L575 0.0000 0.4357 0.0000 0.0000 0.3832 0.0000 0.0000 0.8795 0.0000 0.0000 52.7688 0.0000 0.1333
2117 0.0338 0.1788 0.0338 0.0000 0.2046 0.0000 0.0011 1.1443 0.0011 0.0114 11.4428 0.0114 0.1168
1714B 0.0785 0.2691 0.0702 0.0617 0.4468 0.0125 0.7853 1.6602 0.1784 21.9888 46.4857 4.9951 0.2627
4514B 0.1222 0.5214 0.0694 0.0639 0.5479 0.0025 0.5230 1.0509 0.0355 12.5524 25.2206 0.8510 0.1884
14A13 0.2442 0.5029 0.0000 0.0771 1.7476 0.0000 0.3157 3.4749 0.0000 3.1567 34.7489 0.0000 0.9947
1312 0.1013 0.4654 0.2898 0.0029 1.7894 0.0222 0.0291 3.8445 0.0765 0.4068 53.8224 1.0705 0.7170
1211 0.0000 0.2828 0.0000 0.0000 1.7507 0.0000 0.0000 6.1908 0.0000 0.0000 229.0582 0.0000 0.7689
1103 0.1684 0.3973 0.1383 0.1614 1.6639 0.0030 0.9586 4.1883 0.0214 33.5518 146.5890 0.7499 0.8338
0912 0.0051 0.0379 0.0051 0.0000 0.0572 0.0000 0.0012 1.5094 0.0012 0.0652 83.0190 0.0652 0.1540
0811 0.0278 0.2055 0.0278 0.0000 0.1730 0.0000 0.0004 0.8416 0.0004 0.0203 46.2866 0.0203 0.0859
0201 0.0940 1.1989 0.1040 0.0590 3.9769 0.0209 0.6275 3.3171 0.2013 6.2746 33.1708 2.0127 0.7929
5248 0.2864 0.3391 0.2864 0.0496 0.0763 0.0496 0.1732 0.2249 0.1732 10.0459 13.0456 10.0459 0.0275
4845 0.0839 0.2869 0.0839 0.0001 0.2594 0.0001 0.0014 0.9042 0.0014 0.0851 54.2516 0.0851 0.0923
4250 0.1575 0.1749 0.1575 0.0931 0.0607 0.0931 0.5911 0.3470 0.5911 34.2857 20.1264 34.2857 0.0397
5338 0.0882 0.0959 0.0882 0.0417 0.0414 0.0417 0.4731 0.4315 0.4731 36.9056 33.6534 36.9056 0.0481
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 0.9084 0.0000 0.0000 0.2763 0.0000 0.0000 0.3042 0.0000 0.0000 7.6052 0.0000 0.0945
4645o 0.0000 0.5203 0.0000 0.0000 0.2757 0.0000 0.0000 0.5298 0.0000 0.0000 17.4835 0.0000 0.1248
3836o 0.0235 0.0987 0.0235 0.0030 0.1369 0.0030 0.1289 1.3875 0.1289 5.1559 55.4983 5.1559 0.2294
3635o 0.4444 0.6162 0.4775 0.1825 0.3375 0.2396 0.4108 0.5477 0.5019 8.2154 10.9537 10.0372 0.0790
2217o 0.1633 0.9984 0.0768 0.0104 0.4669 0.0000 0.0636 0.4677 0.0003 2.2247 16.3683 0.0108 0.1743
2019o 0.1147 0.7021 0.1147 0.0000 0.2042 0.0000 0.0001 0.2908 0.0001 0.0033 8.7241 0.0033 0.0297
1918o 0.0028 0.0353 0.0028 0.0000 0.0257 0.0000 0.0042 0.7267 0.0012 0.4675 79.9419 0.1311 0.1489
1817o 0.1246 0.6456 0.1245 0.0168 0.6871 0.0037 0.1352 1.0643 0.0297 2.9750 23.4155 0.6527 0.1900
1009o 0.0792 0.2201 0.0792 0.0002 0.0162 0.0002 0.0026 0.0736 0.0026 0.1300 3.6796 0.1300 0.0147
0706o 0.1405 0.3905 0.1405 0.0036 0.0896 0.0036 0.0253 0.2294 0.0253 0.7581 6.8835 0.7581 0.0459
0604o 0.4493 1.2488 0.4493 0.0209 0.3885 0.0209 0.0465 0.3111 0.0465 2.6483 17.7336 2.6483 0.0622
0504o 0.1408 0.3914 0.1408 0.0019 0.0657 0.0019 0.0135 0.1680 0.0135 0.8533 10.5825 0.8533 0.0336
0403o 0.0916 0.5355 0.0916 0.0000 0.2207 0.0000 0.0001 0.4123 0.0001 0.0025 8.2452 0.0025 0.0421
0302o 0.3384 0.3586 0.2850 0.0136 0.2045 0.1255 0.0401 0.5702 0.4405 0.4011 5.7023 4.4047 0.0713
14a14bo 0.1973 0.3117 0.1850 0.1830 0.6689 0.1805 0.9276 2.1456 0.9757 9.2763 21.4562 9.7566 0.1641
*========================================================*
| 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 0.2837 0.3590 0.2837 0.9264 0.09677 34.903 0.2837 0.3590 0.2837 0.9264 0.09677 34.903 0.0000 0.0000 0.0000 None
5047 .001181 3.3689 .001181 3.3713 0.07650 9.9235 .001181 3.3689 .001181 3.3713 0.07650 9.9235 0.0000 0.0000 0.0000 None
5114b .000388 1.6799 .000388 1.6806 0.08452 9.9155 .000388 1.6799 .000388 1.6806 0.08452 9.9155 0.0000 0.0000 0.0000 None
4342 0.2827 0.3118 0.2827 0.8772 0.09712 39.903 0.2827 0.3118 0.2827 0.8772 0.09712 39.903 0.0000 0.0000 0.0000 None
3736 0.3598 18.526 0.3598 19.246 0.7904 14.210 0.3598 18.526 0.3598 19.246 0.7904 14.210 0.0000 0.0000 0.0000 None
3534 .000893 7.7148 .000893 7.7166 0.08551 9.9145 .000893 7.7148 .000893 7.7166 0.08551 9.9145 0.0000 0.0000 0.0000 None
3422 .002407 8.0332 .002407 8.0381 0.07238 9.9276 .002407 8.0332 .002407 8.0381 0.07238 9.9276 0.0000 0.0000 0.0000 None
3130 .000735 8.4987 .000735 8.5002 0.08389 19.916 .000735 8.4987 .000735 8.5002 0.08389 19.916 0.0000 0.0000 0.0000 None
3036 1.5839 32.857 1.5839 36.025 1.3321 18.668 1.5839 32.857 1.5839 36.025 1.3321 18.668 0.0000 0.0000 0.0000 None
2827 0.0000 1.2749 0.0000 1.2749 3.5421 11.458 0.0000 1.2749 0.0000 1.2749 3.5421 11.458 0.0000 0.0000 0.0000 None
2726 .004618 26.320 .004618 26.329 0.07164 19.928 .004618 26.320 .004618 26.329 0.07164 19.928 0.0000 0.0000 0.0000 None
2629 0.07963 7.3265 0.07963 7.4858 4.4116 15.588 0.07963 7.3265 0.07963 7.4858 4.4116 15.588 0.0000 0.0000 0.0000 None
2930 0.08385 12.975 0.08385 13.143 4.3825 15.618 0.08385 12.975 0.08385 13.143 4.3825 15.618 0.0000 0.0000 0.0000 None
L575 0.0000 3.2122 0.0000 3.2122 3.4019 16.598 0.0000 3.2122 0.0000 3.2122 3.4019 16.598 0.0000 0.0000 0.0000 None
2117 .002566 13.668 .002566 13.673 0.08054 9.9195 .002566 13.668 .002566 13.673 0.08054 9.9195 0.0000 0.0000 0.0000 None
1714B 3.9031 28.283 0.7924 32.979 0.09369 22.008 3.9031 28.283 0.7924 32.979 0.09369 22.008 0.0000 0.0000 0.0000 None
4514B 1.5394 13.198 0.05931 14.796 0.08656 20.565 1.5394 13.198 0.05931 14.796 0.08656 20.565 0.0000 0.0000 0.0000 None
14A13 0.7335 16.632 0.0000 17.365 9.1908 19.231 0.7335 16.632 0.0000 17.365 9.1908 19.231 0.0000 0.0000 0.0000 None
1312 0.02707 16.451 0.2037 16.681 14.880 28.285 0.02707 16.451 0.2037 16.681 14.880 28.285 0.0000 0.0000 0.0000 None
1211 0.0000 25.703 0.0000 25.703 12.668 29.011 0.0000 25.703 0.0000 25.703 12.668 29.011 0.0000 0.0000 0.0000 None
1103 2.1586 22.249 0.03963 24.447 20.331 40.003 2.1586 22.249 0.03963 24.447 20.331 40.003 0.0000 0.0000 0.0000 None
0912 .001025 9.6382 .001025 9.6402 0.08460 9.9154 .001025 9.6382 .001025 9.6402 0.08460 9.9154 0.0000 0.0000 0.0000 None
0811 .000216 3.6402 .000216 3.6406 0.09141 9.9086 .000216 3.6402 .000216 3.6406 0.09141 9.9086 0.0000 0.0000 0.0000 None
0201 0.8178 55.125 0.2902 56.233 22.044 37.088 0.8178 55.125 0.2902 56.233 22.044 37.088 0.0000 0.0000 0.0000 None
5248 0.2591 0.3983 0.2591 0.9164 0.09650 29.903 0.2591 0.3983 0.2591 0.9164 0.09650 29.903 0.0000 0.0000 0.0000 None
4845 .002420 5.2749 .002420 5.2798 0.06925 9.9308 .002420 5.2749 .002420 5.2798 0.06925 9.9308 0.0000 0.0000 0.0000 None
4250 1.2587 0.8204 1.2587 3.3378 0.09406 49.906 1.2587 0.8204 1.2587 3.3378 0.09406 49.906 0.0000 0.0000 0.0000 None
5338 1.1892 1.1794 1.1892 3.5579 0.09237 34.908 1.1892 1.1794 1.1892 3.5579 0.09237 34.908 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 0.0000 0.0000 10.000 10.000 0.0000 0.0000 0.0000 0.0000 10.000 10.000 0.0000 0.0000 0.0000 None
4746o 0.0000 1.9679 0.0000 1.9679 10.932 19.068 0.0000 1.9679 0.0000 1.9679 10.932 19.068 0.0000 0.0000 0.0000 None
4645o 0.0000 4.2275 0.0000 4.2275 10.911 19.089 0.0000 4.2275 0.0000 4.2275 10.911 19.089 0.0000 0.0000 0.0000 None
3836o 0.4639 20.971 0.4639 21.899 3.0178 16.982 0.4639 20.971 0.4639 21.899 3.0178 16.982 0.0000 0.0000 0.0000 None
3635o 1.0993 2.0324 1.4430 4.5746 0.09325 41.805 1.0993 2.0324 1.4430 4.5746 0.09325 41.805 0.0000 0.0000 0.0000 None
2217o 0.1208 5.4347 .000275 5.5557 7.1946 15.011 0.1208 5.4347 .000275 5.5557 7.1946 15.011 0.0000 0.0000 0.0000 None
2019o .000086 1.3936 .000086 1.3938 0.09258 9.9074 .000086 1.3936 .000086 1.3938 0.09258 9.9074 0.0000 0.0000 0.0000 None
1918o .003278 7.1378 .000919 7.1420 9.9419 19.369 .003278 7.1378 .000919 7.1420 9.9419 19.369 0.0000 0.0000 0.0000 None
1817o 0.3305 13.481 0.07247 13.884 5.4955 20.286 0.3305 13.481 0.07247 13.884 5.4955 20.286 0.0000 0.0000 0.0000 None
1009o .002808 0.2210 .002808 0.2266 2.1468 7.8532 .002808 0.2210 .002808 0.2266 2.1468 7.8532 0.0000 0.0000 0.0000 None
0706o 0.05827 1.4705 0.05827 1.5870 1.3986 8.6014 0.05827 1.4705 0.05827 1.5870 1.3986 8.6014 0.0000 0.0000 0.0000 None
0604o 0.1312 2.4427 0.1312 2.7051 1.0066 8.9934 0.1312 2.4427 0.1312 2.7051 1.0066 8.9934 0.0000 0.0000 0.0000 None
0504o 0.02537 0.8745 0.02537 0.9252 1.6937 8.3063 0.02537 0.8745 0.02537 0.9252 1.6937 8.3063 0.0000 0.0000 0.0000 None
0403o .000058 1.1081 .000058 1.1082 0.09399 9.9060 .000058 1.1081 .000058 1.1082 0.09399 9.9060 0.0000 0.0000 0.0000 None
0302o 0.2169 3.2676 2.0061 5.4907 27.875 53.002 0.2169 3.2676 2.0061 5.4907 27.875 53.002 0.0000 0.0000 0.0000 None
14a14bo 4.3938 16.061 4.3330 24.788 6.2580 51.920 4.3938 16.061 4.3330 24.788 6.2580 51.920 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 8.9230 7.0305 66.0000 17.5000 17.4032 17.4032 5.0000 17.4032 17.4032 5.0000 34.8065 34.8065
5047 5.7546 4.6909 47.0000 9.9000 9.8235 9.8235 9.8000 0.0235 0.0235 0.0000 9.8470 9.8470
5114b 4.8210 3.0859 50.0000 9.9000 9.8155 9.8155 9.8000 0.0155 0.0155 0.0000 9.8310 9.8310
4342 9.2216 7.3279 55.0000 20.0000 19.9029 19.9029 5.0000 19.9029 19.9029 5.0000 39.8058 39.8058
3736 7.0677 5.8533 50.0000 11.4000 10.6096 10.6096 7.9000 2.8096 2.8096 0.1000 13.4193 13.4193
3534 4.3198 4.2136 10.0000 9.9000 9.8145 9.8145 9.8000 0.0145 0.0145 0.0000 9.8290 9.8290
3422 4.2136 3.5743 40.0000 9.9000 9.8276 9.8276 9.8000 0.0276 0.0276 0.0000 9.8552 9.8552
3130 7.5236 5.8533 55.0000 19.9000 19.8161 19.8161 19.8000 0.0161 0.0161 0.0000 19.8322 19.8322
3036 5.8533 5.8515 18.0000 14.0000 12.6679 12.6679 8.1000 4.6679 4.6679 0.1000 17.3357 17.3357
2827 8.3812 6.7810 50.0000 11.4000 7.8579 7.8579 7.9000 0.0579 0.0579 0.1000 7.9158 7.9158
2726 6.7300 6.7161 10.0000 19.9000 19.8284 19.8284 19.8000 0.0284 0.0284 0.0000 19.8567 19.8567
2629 6.7161 6.5407 45.0000 14.0000 9.5884 9.5884 8.1000 1.5884 1.5884 0.1000 11.1768 11.1768
2930 6.5407 5.8533 48.0000 14.0000 9.6175 9.6175 8.1000 1.6175 1.6175 0.1000 11.2351 11.2351
L575 4.8318 3.5743 60.0000 10.0000 6.5981 6.5981 9.9000 6.5981 6.5981 9.9000 13.1961 13.1961
2117 3.0944 3.0940 10.0000 9.9000 9.8195 9.8195 9.8000 0.0195 0.0195 0.0000 9.8389 9.8389
1714B 3.0940 3.0859 28.0000 19.0000 18.9063 18.9063 8.1000 3.0076 3.0076 0.1000 21.9139 21.9139
4514B 3.6470 3.0859 24.0000 19.0000 18.9134 18.9134 8.1000 1.5654 1.5654 0.1000 20.4788 20.4788
14A13 2.5979 2.7322 10.0000 13.6000 4.4092 4.4092 1.6000 5.6308 5.6308 6.4000 10.0400 10.0400
1312 2.5979 2.3690 14.0000 19.0000 4.1204 4.1204 3.1000 9.2850 9.2850 6.6000 13.4054 13.4054
1211 2.3690 2.2056 37.0000 16.9000 4.2322 4.2322 5.5000 12.1107 12.1107 13.6000 16.3428 16.3428
1103 2.2056 1.9064 35.0000 33.1000 12.7689 12.7689 3.8000 6.9028 6.9028 3.9000 19.6717 19.6717
0912 3.5210 2.3690 55.0000 9.9000 9.8154 9.8154 9.8000 0.0154 0.0154 0.0000 9.8308 9.8308
0811 3.0461 2.2056 55.0000 9.9000 9.8086 9.8086 9.8000 0.0086 0.0086 0.0000 9.8172 9.8172
0201 1.8415 1.7252 10.0000 33.1000 11.0562 11.0562 3.8000 3.9880 3.9880 2.0000 15.0442 15.0442
5248 7.0305 4.8235 58.0000 15.0000 14.9035 14.9035 5.0000 14.9035 14.9035 5.0000 29.8070 29.8070
4845 4.6504 3.6470 60.0000 9.9000 9.8308 9.8308 9.8000 0.0308 0.0308 0.0000 9.8615 9.8615
4250 7.3279 5.7546 58.0000 25.0000 24.9059 24.9059 5.0000 24.9059 24.9059 5.0000 49.8119 49.8119
5338 8.5235 6.0822 78.0000 17.5000 17.4076 17.4076 5.0000 17.4076 17.4076 5.0000 34.8153 34.8153
3851 6.0822 4.8210 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.6909 4.0991 25.0000 19.0000 8.0675 8.0675 8.1000 0.0675 0.0675 0.1000 8.1350 8.1350
4645o 4.0991 3.6470 33.0000 19.0000 8.0892 8.0892 8.1000 0.0892 0.0892 0.1000 8.1783 8.1783
3836o 6.0822 5.8515 40.0000 14.0000 10.9822 10.9822 8.1000 2.9822 2.9822 0.1000 13.9643 13.9643
3635o 5.8515 5.2764 20.0000 19.6000 19.5068 19.5068 5.2000 22.2045 22.2045 6.5000 41.7113 41.7113
2217o 3.5743 3.1243 35.0000 11.0000 3.8054 3.8054 0.1000 4.0113 4.0113 4.0000 7.8167 7.8167
2019o 7.0260 6.0360 30.0000 9.9000 9.8074 9.8074 9.8000 0.0074 0.0074 0.0000 9.8148 9.8148
1918o 6.0360 3.2116 110.0000 19.0000 9.0581 9.0581 8.1000 0.3686 0.3686 0.1000 9.4267 9.4267
1817o 3.2116 3.1062 22.0000 19.0000 13.5045 13.5045 8.1000 1.2858 1.2858 0.1000 14.7903 14.7903
1009o 4.6098 3.5210 50.0000 7.5000 5.3532 5.3532 5.0000 0.3532 0.3532 0.0000 5.7065 5.7065
0706o 5.0310 4.5623 30.0000 7.5000 6.1014 6.1014 5.0000 1.1014 1.1014 0.0000 7.2027 7.2027
0604o 4.5623 2.8621 57.0000 7.5000 6.4934 6.4934 5.0000 1.4934 1.4934 0.0000 7.9867 7.9867
0504o 4.3228 2.8463 63.0000 7.5000 5.8063 5.8063 5.0000 0.8063 0.8063 0.0000 6.6126 6.6126
0403o 2.8463 2.0369 20.0000 9.9000 9.8060 9.8060 9.8000 0.0060 0.0060 0.0000 9.8120 9.8120
0302o 1.9064 1.8619 10.0000 37.0000 9.1254 9.1254 8.0000 16.0019 16.0019 0.0000 25.1273 25.1273
14a14bo 3.0859 2.7322 10.0000 28.0000 21.7420 21.7420 8.0000 23.9201 23.9201 8.0000 45.6621 45.6621
*=========================================================*
| 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 0.1126 105.8471 0.1870 0.6519 ## N54 8.9000 8.9230
5047 0.3349 411.6381 0.4883 2.7209 ## N53 8.5000 8.5235
5114b 0.0849 70.6358 0.3986 1.0503 ## N52 7.0000 7.0305
4342 0.1166 103.3401 0.1874 0.5103 ## N38 5.0000 6.0822
3736 0.1315 109.0274 0.7455 14.7690 ## N51 3.8000 4.8210
3534 0.7796 331.2737 0.6896 11.3430 ## N48 3.6000 4.6504
3422 0.7592 338.0006 0.5769 13.5755 ## N50 4.7000 5.7546
3130 0.1985 157.8148 0.3863 7.1212 ## N47 3.6000 4.6909
3024 0.4512 1023.9891 2.9609 7.8543 ## N46 3.0000 4.0991
3036 0.6324 -99.8972 0.2610 45.0407 ## N45 2.5000 3.6470
2827 0.2285 183.0565 1.0449 0.5538 ## N43 9.2000 9.2216
2726 0.4053 167.0793 0.1876 21.5278 ## N42 7.3000 7.3279
2629 0.4000 210.4048 0.3630 46.6448 ## N37 7.0000 7.0677
2930 0.7434 511.6392 0.9308 16.0510 ## N36 4.4700 5.8515
2725 0.2606 339.8418 2.4151 3.3394 ## N35 3.2000 4.3198
2524 0.2520 334.8891 2.4507 5.7126 ## N34 4.1000 4.2136
2422 0.6548 1365.0675 2.3068 11.2333 ## N31 7.5000 7.5236
L575 0.3832 271.2458 0.5089 7.0057 ## N30 4.2000 5.8533
2117 0.2046 156.9925 0.4632 11.6238 ## N29 6.4000 6.5407
1714B 0.5210 2.2444 -0.3251 74.3859 ## N28 8.3000 8.3812
1716 2.0544 3438.2036 2.3662 26.0882 ## N27 5.3500 6.7300
1615 1.2150 2458.1788 2.7339 12.4763 ## N26 6.5000 6.7161
1614A 0.8438 982.3189 1.9030 4.6314 ## N25 4.8700 5.6826
4514B 0.6142 579.7613 0.9851 14.0490 ## N24 2.5900 4.1415
4515 0.1741 489.5002 2.4338 2.0642 ## N23 4.7000 4.8318
1502 1.3662 2949.9785 2.6926 47.8365 ## N22 1.8600 3.5743
14A13 -1.8247 -1652.9803 -0.4829 34.7173 ## N21 2.0000 3.0944
1312 1.8145 1656.9488 0.4680 55.0838 ## N20 6.0000 7.0260
1211 1.7507 1648.7329 0.2851 232.5666 ## N19 4.5000 6.0360
1103 1.8283 2037.7552 0.4007 180.4672 ## N18 1.9000 3.2116
0912 0.0572 14.5302 0.0425 16.4006 ## N17 1.7500 3.0940
0908 0.1338 149.5082 1.1990 5.5956 ## N16 1.3400 3.1120
0811 0.1730 47.5414 0.3800 7.6253 ## N15 1.2100 2.3668
0804 0.2417 250.4112 1.5110 8.1622 ## N14B 1.8000 3.0859
0201 4.0569 6500.1767 1.3664 41.3155 ## N14A 1.6000 2.7322
5248 0.1755 218.9798 0.3105 0.3399 ## N13 1.8600 2.5979
4845 0.2597 321.7162 0.3099 7.2906 ## N12 1.6800 2.3690
4250 0.2469 243.8205 0.1653 3.0539 ## N11 1.3400 2.2056
5338 0.1248 118.7451 0.1060 3.3991 ## N10 3.6000 4.6098
3851 0.0000 0.0000 0.0000 0.0588 ## N9 2.5000 3.5210
4746o 0.2763 159.3160 0.9312 1.2668 ## N8 2.0000 3.0461
4746u 0.1018 425.5813 1.4163 2.4021 ## N7 4.0000 5.0310
4645o 0.2757 167.7739 0.5959 5.2003 ## N6 3.5000 4.5623
4645u 0.0990 419.1631 1.3768 3.1921 ## N5 3.3000 4.3228
3836o 0.1430 271.3805 0.1040 41.0864 ## N4 1.7000 2.8463
3635o 0.7597 297.8180 0.5242 3.8468 ## N3 1.1000 1.9064
2217o 0.4773 216.9734 1.0372 7.2654 ## N2 1.0500 1.8415
2217u 1.0078 1875.4000 2.2690 16.2060 ## N1 0.9300 1.7252
2019o 0.2042 45.4887 0.7609 0.3150 ##
2019u 0.4262 455.6487 2.6657 4.8398 ##
1918o 0.0257 2.8467 0.0352 4.8528 ##
1918u 0.8478 897.1227 2.9722 15.9374 ##
1817o 0.7077 404.6308 0.5773 25.8564 ##
1817u 0.6077 725.8114 2.1412 6.5064 ##
1009o 0.0166 1.9190 0.2097 0.0751 ##
1009u 0.1836 161.7807 1.6562 5.1986 ##
0706o 0.0967 34.9861 0.3866 1.0611 ##
0706u 0.0887 115.0303 1.2363 2.1549 ##
0604o 0.4303 170.9218 1.0645 0.8420 ##
0604u 0.3073 449.2475 2.7623 4.0606 ##
0504o 0.0696 16.9351 0.4760 0.3839 ##
0504u 0.1341 141.3160 1.8721 3.2466 ##
0403o 0.2208 36.9643 0.5352 0.3751 ##
0403u 1.1817 1305.1752 2.7930 9.1937 ##
0302o 0.3436 143.9994 0.3277 9.7432 ##
0302u 0.7538 3248.0033 0.8363 26.8109 ##
14a14bo 1.0323 456.5856 0.3870 18.6438 ##
14a14bu 0.1446 214.1135 2.0196 0.7193 ##
FREE # 1 4.0914 6501.6852 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 0.1126 105.8471
N50 N47 0.3349 411.6381
N51 N14B 0.0849 70.6358
N43 N42 0.1166 103.3401
N37 N30 0.1315 109.0274
N35 N34 0.7796 331.2737
N34 N22 0.7592 338.0006
N31 N30 0.1985 157.8148
N30 N24 0.4512 1023.9891
N30 N36 0.6324 -99.8972
N28 N27 0.2285 183.0565
N27 N26 0.4053 167.0793
N26 N29 0.4000 210.4048
N29 N30 0.7434 511.6392
N27 N25 0.2606 339.8418
N25 N24 0.2520 334.8891
N24 N22 0.6548 1365.0675
N23 N22 0.3832 271.2458
N21 N17 0.2046 156.9925
N17 N14B 0.5210 2.2444
N17 N16 2.0544 3438.2036
N16 N15 1.2150 2458.1788
N16 N14A 0.8438 982.3189
N45 N14B 0.6142 579.7613
N45 N15 0.1741 489.5002
N15 N2 1.3662 2949.9785
N13 N14A 1.8247 1652.9803
N13 N12 1.8145 1656.9488
N12 N11 1.7507 1648.7329
N11 N3 1.8283 2037.7552
N9 N12 0.0572 14.5302
N9 N8 0.1338 149.5082
N8 N11 0.1730 47.5414
N8 N4 0.2417 250.4112
N2 N1 4.0569 6500.1767
N52 N48 0.1755 218.9798
N48 N45 0.2597 321.7162
N42 N50 0.2469 243.8205
N53 N38 0.1248 118.7451
N47 N46 0.4790 584.8973
N46 N45 0.4722 586.9370
N38 N36 0.1430 271.3805
N36 N35 0.7597 297.8180
N22 N17 1.4300 2092.3734
N20 N19 0.5165 501.1374
N19 N18 0.8734 899.9694
N18 N17 1.0484 The text continues on section 5.