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e10y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:44.
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.. 18
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 85.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
2 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N52#1 N52 38.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
4 N52#2 N52 38.000 .22400 9.00 3.000 0.020 0.045 0.000 0.000 0.00
5 N48#1 N48 32.000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
6 N48#2 N48 32.000 .19500 0.00 4.000 0.020 0.045 0.000 0.000 0.00
7 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
8 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
9 N42#1 N42 45.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
10 N42#2 N42 45.000 .28900 0.00 3.000 0.020 0.045 0.000 0.000 0.00
11 N50#1 N50 55.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
12 N50#2 N50 55.000 .30300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
13 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
14 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
15 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
16 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
17 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
18 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N38#1 N38 6.0000 .43000E-01100.00 3.500 0.020 0.045 0.000 0.000 0.00
20 N38#2 N38 35.000 .25000 0.00 3.500 0.020 0.045 0.000 0.000 0.00
21 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
22 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
23 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
24 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
25 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
26 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
27 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
28 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
29 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
30 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
31 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
32 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
33 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
34 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
35 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
36 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
37 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
38 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
39 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
40 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
41 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
42 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
43 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
44 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
45 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
46 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
47 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
50 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
51 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
52 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
53 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
54 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
55 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
56 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
57 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
58 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
59 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
60 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
62 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
63 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
64 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
65 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
66 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
67 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
68 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
69 N51#1 N51 30.000 .10000E-02100.00 3.800 0.020 0.045 0.000 0.000 0.00
70 N51#2 N51 30.000 .14300 0.00 3.800 0.020 0.045 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N54#1 0.0010 2.0000 2.0000
2 N54#2 0.0010 2.0000 2.0000
3 N52#1 0.0010 2.0000 2.0000
4 N52#2 0.0010 2.0000 2.0000
5 N48#1 0.0010 2.0000 2.0000
6 N48#2 0.0010 2.0000 2.0000
7 N43#1 0.0010 2.0000 2.0000
8 N43#2 0.0010 2.0000 2.0000
9 N42#1 0.0010 2.0000 2.0000
10 N42#2 0.0010 2.0000 2.0000
11 N50#1 0.0010 2.0000 2.0000
12 N50#2 0.0010 2.0000 2.0000
13 N47#1 0.0010 2.0000 2.0000
14 N47#2 0.0010 2.0000 2.0000
15 N45#1 0.0010 2.0000 2.0000
16 N45#2 0.0010 2.0000 2.0000
17 N53#1 0.0010 2.0000 2.0000
18 N53#2 0.0010 2.0000 2.0000
19 N38#1 0.0010 2.0000 2.0000
20 N38#2 0.0010 2.0000 2.0000
21 N37#1 0.0010 2.0000 2.0000
22 N37#2 0.0010 2.0000 2.0000
23 N31#1 0.0010 2.0000 2.0000
24 N31#2 0.0010 2.0000 2.0000
25 N28#1 0.0010 2.0000 2.0000
26 N28#2 0.0010 2.0000 2.0000
27 N27#1 0.0010 2.0000 2.0000
28 N27#2 0.0010 2.0000 2.0000
29 N35#1 0.0010 2.0000 2.0000
30 N35#2 0.0010 2.0000 2.0000
31 N23#1 0.0010 2.0000 2.0000
32 N23#2 0.0010 2.0000 2.0000
33 N22#1 0.0010 2.0000 2.0000
34 N22#2 0.0010 2.0000 2.0000
35 N21#1 0.0010 2.0000 2.0000
36 N21#2 0.0010 2.0000 2.0000
37 N20#1 0.0010 2.0000 2.0000
38 N20#2 0.0010 2.0000 2.0000
39 N19#1 0.0010 2.0000 2.0000
40 N19#2 0.0010 2.0000 2.0000
41 N18#1 0.0010 2.0000 2.0000
42 N18#2 0.0010 2.0000 2.0000
43 N17#1 0.0010 2.0000 2.0000
44 N17#2 0.0010 2.0000 2.0000
45 N10#1 0.0010 2.0000 2.0000
46 N10#2 0.0010 2.0000 2.0000
47 N8#1 0.0010 2.0000 2.0000
48 N8#2 0.0010 2.0000 2.0000
49 N7#1 0.0010 2.0000 2.0000
50 N7#2 0.0010 2.0000 2.0000
51 N6#1 0.0010 2.0000 2.0000
52 N6#2 0.0010 2.0000 2.0000
53 N5#1 0.0010 2.0000 2.0000
54 N5#2 0.0010 2.0000 2.0000
55 N4#1 0.0010 2.0000 2.0000
56 N4#2 0.0010 2.0000 2.0000
57 N11#1 0.0010 2.0000 2.0000
58 N11#2 0.0010 2.0000 2.0000
59 N2#1 0.0010 2.0000 2.0000
60 N2#2 0.0010 2.0000 2.0000
61 N26#1 0.0010 2.0000 2.0000
62 N26#2 0.0010 2.0000 2.0000
63 N29#1 0.0010 2.0000 2.0000
64 N29#2 0.0010 2.0000 2.0000
65 N30#1 0.0010 2.0000 2.0000
66 N30#2 0.0010 2.0000 2.0000
67 N36#1 0.0010 2.0000 2.0000
68 N36#2 0.0010 2.0000 2.0000
69 N51#1 0.0010 2.0000 2.0000
70 N51#2 0.0010 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N51#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N51#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 70
Total Tributary Area (hectares). 13.42
Impervious Area (hectares)...... 5.76
Pervious Area (hectares)........ 7.66
Total Width (hectares).......... 2029.70
Percent Imperviousness.......... 42.92
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N54 No Tributary Channel/Pipes
Tributary Subareas........ N54#1 N54#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N48 No Tributary Channel/Pipes
Tributary Subareas........ N48#1 N48#2
N43 No Tributary Channel/Pipes
Tributary Subareas........ N43#1 N43#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N50 No Tributary Channel/Pipes
Tributary Subareas........ N50#1 N50#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N53 No Tributary Channel/Pipes
Tributary Subareas........ N53#1 N53#2
N38 No Tributary Channel/Pipes
Tributary Subareas........ N38#1 N38#2
N37 No Tributary Channel/Pipes
Tributary Subareas........ N37#1 N37#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N27 No Tributary Channel/Pipes
Tributary Subareas........ N27#1 N27#2
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#2
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
N10 No Tributary Channel/Pipes
Tributary Subareas........ N10#1 N10#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N7 No Tributary Channel/Pipes
Tributary Subareas........ N7#1 N7#2
N6 No Tributary Channel/Pipes
Tributary Subareas........ N6#1 N6#2
N5 No Tributary Channel/Pipes
Tributary Subareas........ N5#1 N5#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N26 No Tributary Channel/Pipes
Tributary Subareas........ N26#1 N26#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N51 No Tributary Channel/Pipes
Tributary Subareas........ N51#1 N51#2
***********************************************************
* Hydrographs will be stored for the following 35 INLETS *
***********************************************************
N54 N52 N48 N43 N42 N50
N47 N45 N53 N38 N37 N31
N28 N27 N35 N23 N22 N21
N20 N19 N18 N17 N10 N8
N7 N6 N5 N4 N11 N2
N26 N29 N30 N36 N51
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 540
Final Julian Date = 1903001
Final time of day = 32400. seconds.
Final time of day = 9.00 hours.
Final running time = 9.0000 hours.
Final running time = 0.3750 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N54#1 2036 540 N54#2 1984 540 N52#1 2784 540
N52#2 4156 1080 N48#1 2784 540 N48#2 1988 540
N43#1 1996 540 N43#2 1992 540 N42#1 2784 540
N42#2 1980 540 N50#1 2784 540 N50#2 1984 540
N47#1 2040 540 N47#2 3964 1080 N45#1 2040 540
N45#2 3976 1080 N53#1 1692 540 N53#2 1988 540
N38#1 2008 540 N38#2 1980 540 N37#1 2012 540
N37#2 4032 1080 N31#1 2012 540 N31#2 4032 1080
N28#1 2012 540 N28#2 4028 1080 N27#1 2000 540
N27#2 3968 1080 N35#1 2032 540 N35#2 2032 540
N23#1 2004 540 N23#2 4044 1080 N22#1 2000 540
N22#2 1992 540 N21#1 1996 540 N21#2 4020 1080
N20#1 1944 540 N20#2 1708 540 N19#1 2020 540
N19#2 3924 1080 N18#1 1992 540 N18#2 3952 1080
N17#1 2020 540 N17#2 4040 1080 N10#1 2008 540
N10#2 1980 540 N8#1 2004 540 N8#2 1964 540
N7#1 2004 540 N7#2 1968 540 N6#1 1984 540
N6#2 1852 540 N5#1 2008 540 N5#2 1980 540
N4#1 2004 540 N4#2 1964 540 N11#1 1864 540
N11#2 3964 1080 N2#1 1996 540 N2#2 3972 1080
N26#1 1996 540 N26#2 1928 540 N29#1 2016 540
N29#2 3996 1080 N30#1 2020 540 N30#2 4044 1080
N36#1 2012 540 N36#2 4028 1080 N51#1 2784 540
N51#2 1996 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 85.0000 mm
Total rainfall read for gage # 1 is 90.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.140445E+04 85.000
Total Infiltration 2.272589E+02 1.694
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.117918E+04 83.321
Total Water remaining in Surface Storage 3.948291E+00 0.029
Infiltration over the Pervious Area... 2.272589E+02 2.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.141038E+04 85.044
Total Precipitation + Initial Storage. 1.140445E+04 85.000
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0520
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 1.117918E+04 83.321
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 1.117504E+04 83.290
Initial Storage + Inflow.................... 1.117918E+04 83.321
Final Storage + Outflow + Diverted GW....... 1.117504E+04 83.290
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0370
##################################################
# 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).... 85.00000 85.00000 85.00000 85.00000 85.00000 85.00000
Max Intensity (mm/hr).. 170.34000 170.34000 170.34000 170.34000 170.34000 170.34000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 82.04228 0.00000 82.04916 0.00000 82.05005
Total Losses (mm)...... 0.00000 2.93345 0.00000 2.93054 0.00000 2.93013
Remaining Depth (mm)... 0.00000 0.02428 0.00000 0.02031 0.00000 0.01983
Peak Runoff Rate (cms). 0.00000 0.08647 0.00000 0.08447 0.00000 0.08098
Total Impervious Area
---------------------
Total Runoff Depth (mm) 85.11613 0.00000 85.00480 85.16376 85.00477 0.00000
Peak Runoff Rate (cms). 0.00047 0.00000 0.00047 0.00954 0.00047 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 85.11613 0.00000 85.00480 85.16376 85.00477 0.00000
Peak Runoff Rate (cms). 0.00047 0.00001 0.00047 0.00954 0.00047 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) 85.11613 82.04228 85.00480 82.32947 85.00477 82.05005
Peak Runoff Rate (cms). 0.00047 0.08647 0.00047 0.09401 0.00047 0.08098
Unit Runoff (mm/hr).... 171.41461 148.06658 171.75915 152.35420 171.75915 150.74644
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).... 85.00000 85.00000 85.00000 85.00000 85.00000 85.00000
Max Intensity (mm/hr).. 170.34000 170.34000 170.34000 170.34000 170.34000 170.34000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 82.05469 0.00000 82.03878 0.00000 82.04769
Total Losses (mm)...... 0.00000 2.92787 0.00000 2.93477 0.00000 2.93119
Remaining Depth (mm)... 0.00000 0.01744 0.00000 0.02645 0.00000 0.02112
Peak Runoff Rate (cms). 0.00000 0.08731 0.00000 0.11695 0.00000 0.12514
Total Impervious Area
---------------------
Total Runoff Depth (mm) 85.02696 0.00000 85.00739 0.00000 85.01619 0.00000
Peak Runoff Rate (cms). 0.00043 0.00000 0.00047 0.00000 0.00047 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 85.02696 0.00000 85.00739 0.00000 85.01619 0.00000
Peak Runoff Rate (cms). 0.00043 0.00001 0.00047 0.00001 0.00047 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) 85.02696 82.05469 85.00739 82.03878 85.01619 82.04769
Peak Runoff Rate (cms). 0.00043 0.08731 0.00047 0.11695 0.00047 0.12514
Unit Runoff (mm/hr).... 156.12299 152.37712 171.75914 146.89521 171.75913 149.92318
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).... 85.00000 85.00000 85.00000 85.00000 85.00000 85.00000
Max Intensity (mm/hr).. 170.34000 170.34000 170.34000 170.34000 170.34000 170.34000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 82.00731 0.00000 82.01609 0.00000 82.05340
Total Losses (mm)...... 0.00000 2.94298 0.00000 2.94122 0.00000 2.92852
Remaining Depth (mm)... 0.00000 0.04971 0.00000 0.04269 0.00000 0.01808
Peak Runoff Rate (cms). 0.00000 0.10267 0.00000 0.09616 0.00000 0.09751
Total Impervious Area
---------------------
Total Runoff Depth (mm) 85.13105 85.10380 85.13673 85.10951 84.82936 0.00000
Peak Runoff Rate (cms). 0.01702 0.02798 0.01561 0.02581 0.00032 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 85.13105 85.10380 85.13673 85.10951 84.82936 0.00000
Peak Runoff Rate (cms). 0.01702 0.02798 0.01561 0.02581 0.00032 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) 85.13105 82.56468 85.13673 82.57291 84.82936 82.05340
Peak Runoff Rate (cms). 0.01702 0.13066 0.01561 0.12198 0.00032 0.09751
Unit Runoff (mm/hr).... 171.64447 143.72435 171.68892 145.65101 116.57593 151.92265
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).... 85.00000 85.00000 85.00000 85.00000 85.00000 85.00000
Max Intensity (mm/hr).. 170.34000 170.34000 170.34000 170.34000 170.34000 170.34000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 82.03698 0.00000 82.05981 0.00000 82.06215
Total Losses (mm)...... 0.00000 2.93541 0.00000 2.92513 0.00000 2.92378
Remaining Depth (mm)... 0.00000 0.02762 0.00000 0.01506 0.00000 0.01406
Peak Runoff Rate (cms). 0.00000 0.10076 0.00000 0.03865 0.00000 0.05888
Total Impervious Area
---------------------
Total Runoff Depth (mm) 85.04696 0.00000 85.05181 85.11174 85.05177 85.11430
Peak Runoff Rate (cms). 0.01926 0.00000 0.04065 0.01840 0.05961 0.02790
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 85.04696 0.00000 85.05181 85.11174 85.05177 85.11430
Peak Runoff Rate (cms). 0.01926 0.00055 0.04065 0.01840 0.05961 0.02790
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) 85.04696 82.03698 85.05181 82.97539 85.05177 82.97780
Peak Runoff Rate (cms). 0.01926 0.10076 0.04065 0.05705 0.05961 0.08678
Unit Runoff (mm/hr).... 162.61098 146.30238 163.94527 159.31391 163.93595 159.90516
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).... 85.00000 85.00000 85.00000 85.00000 85.00000 85.00000
Max Intensity (mm/hr).. 170.34000 170.34000 170.34000 170.34000 170.34000 170.34000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 82.05910 0.00000 82.01981 0.00000 82.13691
Total Losses (mm)...... 0.00000 2.92552 0.00000 2.94037 0.00000 2.86151
Remaining Depth (mm)... 0.00000 0.01538 0.00000 0.03982 0.00000 0.00158
Peak Runoff Rate (cms). 0.00000 0.07219 0.00000 0.11746 0.00000 0.00978
Total Impervious Area
---------------------
Total Runoff Depth (mm) 85.05220 85.12471 85.03331 85.06496 85.10125 0.00000
Peak Runoff Rate (cms). 0.06869 0.02682 0.09114 0.07484 0.02354 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 85.05220 85.12471 85.03331 85.06496 85.10125 0.00000
Peak Runoff Rate (cms). 0.06869 0.02682 0.09114 0.07484 0.02354 0.00067
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) 85.05220 82.82550 85.03331 83.08561 85.10125 82.13691
Peak Runoff Rate (cms). 0.06869 0.09901 0.09114 0.19230 0.02354 0.00978
Unit Runoff (mm/hr).... 164.04788 158.33760 158.30425 150.11746 170.90082 169.00118
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).... 85.00000 85.00000 85.00000 85.00000 85.00000 85.00000
Max Intensity (mm/hr).. 170.34000 170.34000 170.34000 170.34000 170.34000 170.34000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 82.09647 0.00000 82.05717 0.00000 82.07035
Total Losses (mm)...... 0.00000 2.89858 0.00000 2.92658 0.00000 2.91866
Remaining Depth (mm)... 0.00000 0.00495 0.00000 0.01626 0.00000 0.01099
Peak Runoff Rate (cms). 0.00000 0.12065 0.00000 0.08992 0.00000 0.06454
Total Impervious Area
---------------------
Total Runoff Depth (mm) 85.03954 85.09571 85.03412 0.00000 85.02696 85.06774
Peak Runoff Rate (cms). 0.00044 0.15276 0.00044 0.00000 0.00043 0.08372
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 85.03954 85.09571 85.03412 0.00000 85.02696 85.06774
Peak Runoff Rate (cms). 0.00044 0.15276 0.00044 0.00001 0.00043 0.08372
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) 85.03954 83.74605 85.03412 82.05717 85.02696 83.71891
Peak Runoff Rate (cms). 0.00044 0.27341 0.00044 0.08992 0.00043 0.14825
Unit Runoff (mm/hr).... 160.35564 167.93274 158.57945 153.24876 156.12299 163.07945
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).... 85.00000 85.00000 85.00000 85.00000 85.00000 85.00000
Max Intensity (mm/hr).. 170.34000 170.34000 170.34000 170.34000 170.34000 170.34000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 81.88170 0.00000 81.99552 0.00000 81.99670
Total Losses (mm)...... 0.00000 2.95296 0.00000 2.94489 0.00000 2.94472
Remaining Depth (mm)... 0.00000 0.16533 0.00000 0.05959 0.00000 0.05858
Peak Runoff Rate (cms). 0.00000 0.10045 0.00000 0.17079 0.00000 0.14412
Total Impervious Area
---------------------
Total Runoff Depth (mm) 84.97381 0.00000 85.06543 85.05158 85.02085 85.13459
Peak Runoff Rate (cms). 0.28056 0.00000 0.05705 0.11172 0.03818 0.02034
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 84.97381 0.00000 85.06543 85.05158 85.02085 85.13459
Peak Runoff Rate (cms). 0.28056 0.00794 0.05705 0.11172 0.03818 0.02034
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) 84.97381 81.88170 85.06543 83.06514 85.02085 82.31049
Peak Runoff Rate (cms). 0.28056 0.10045 0.05705 0.28251 0.03818 0.16445
Unit Runoff (mm/hr).... 139.70523 116.49893 167.01541 145.05258 153.98800 138.83001
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).... 85.00000 85.00000 85.00000 85.00000 85.00000 85.00000
Max Intensity (mm/hr).. 170.34000 170.34000 170.34000 170.34000 170.34000 170.34000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 82.03582 0.00000 82.03621 0.00000 82.02582
Total Losses (mm)...... 0.00000 2.93580 0.00000 2.93567 0.00000 2.93884
Remaining Depth (mm)... 0.00000 0.02837 0.00000 0.02812 0.00000 0.03534
Peak Runoff Rate (cms). 0.00000 0.03980 0.00000 0.04426 0.00000 0.03934
Total Impervious Area
---------------------
Total Runoff Depth (mm) 85.06995 85.15692 85.04699 0.00000 85.04089 0.00000
Peak Runoff Rate (cms). 0.01248 0.00520 0.10304 0.00000 0.09744 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 85.06995 85.15692 85.04699 0.00000 85.04089 0.00000
Peak Runoff Rate (cms). 0.01248 0.00520 0.10304 0.00292 0.09744 0.00276
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) 85.06995 82.34793 85.04699 82.03621 85.04089 82.02582
Peak Runoff Rate (cms). 0.01248 0.04500 0.10304 0.04426 0.09744 0.03934
Unit Runoff (mm/hr).... 167.81141 148.50921 162.62075 146.05333 160.78398 142.81042
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).... 85.00000 85.00000 85.00000 85.00000 85.00000 85.00000
Max Intensity (mm/hr).. 170.34000 170.34000 170.34000 170.34000 170.34000 170.34000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 82.02695 0.00000 81.97032 0.00000 82.03289
Total Losses (mm)...... 0.00000 2.93853 0.00000 2.94786 0.00000 2.93677
Remaining Depth (mm)... 0.00000 0.03452 0.00000 0.08182 0.00000 0.03034
Peak Runoff Rate (cms). 0.00000 0.03865 0.00000 0.10542 0.00000 0.04114
Total Impervious Area
---------------------
Total Runoff Depth (mm) 85.03911 0.00000 85.00734 0.00000 85.04411 0.00000
Peak Runoff Rate (cms). 0.09269 0.00000 0.28269 0.00000 0.10027 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 85.03911 0.00000 85.00734 0.00000 85.04411 0.00000
Peak Runoff Rate (cms). 0.09269 0.00262 0.28269 0.00800 0.10027 0.00284
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) 85.03911 82.02695 85.00734 81.97032 85.04411 82.03289
Peak Runoff Rate (cms). 0.09269 0.03865 0.28269 0.10542 0.10027 0.04114
Unit Runoff (mm/hr).... 160.21805 143.15079 149.36974 129.71567 161.77361 144.98530
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).... 85.00000 85.00000 85.00000 85.00000 85.00000 85.00000
Max Intensity (mm/hr).. 170.34000 170.34000 170.34000 170.34000 170.34000 170.34000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 82.02540 0.00000 82.00138 0.00000 82.00714
Total Losses (mm)...... 0.00000 2.93896 0.00000 2.94399 0.00000 2.94301
Remaining Depth (mm)... 0.00000 0.03565 0.00000 0.05463 0.00000 0.04985
Peak Runoff Rate (cms). 0.00000 0.07626 0.00000 0.27699 0.00000 0.11265
Total Impervious Area
---------------------
Total Runoff Depth (mm) 85.03863 0.00000 84.93653 85.14878 85.02696 85.14019
Peak Runoff Rate (cms). 0.20019 0.00000 0.00036 0.03035 0.00043 0.01561
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 85.03863 0.00000 84.93653 85.14878 85.02696 85.14019
Peak Runoff Rate (cms). 0.20019 0.00567 0.00036 0.03035 0.00043 0.01561
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) 85.03863 82.02540 84.93653 82.25317 85.02696 82.32044
Peak Runoff Rate (cms). 0.20019 0.07626 0.00036 0.30735 0.00043 0.12826
Unit Runoff (mm/hr).... 160.06247 142.68523 131.77607 139.11274 156.12299 141.09186
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).... 85.00000 85.00000 85.00000 85.00000 85.00000 85.00000
Max Intensity (mm/hr).. 170.34000 170.34000 170.34000 170.34000 170.34000 170.34000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 82.00531 0.00000 82.03424 0.00000 82.07275
Total Losses (mm)...... 0.00000 2.94333 0.00000 2.93633 0.00000 2.91703
Remaining Depth (mm)... 0.00000 0.05136 0.00000 0.02943 0.00000 0.01021
Peak Runoff Rate (cms). 0.00000 0.01323 0.00000 0.11617 0.00000 0.04750
Total Impervious Area
---------------------
Total Runoff Depth (mm) 85.02717 0.00000 85.06236 85.06056 85.06923 85.13393
Peak Runoff Rate (cms). 0.00990 0.00000 0.06051 0.09605 0.04250 0.01903
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 85.02717 0.00000 85.06236 85.06056 85.06923 85.13393
Peak Runoff Rate (cms). 0.00990 0.00028 0.06051 0.09605 0.04250 0.01903
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) 85.02717 82.00531 85.06236 83.30529 85.06923 82.89927
Peak Runoff Rate (cms). 0.00990 0.01323 0.06051 0.21222 0.04250 0.06653
Unit Runoff (mm/hr).... 156.19504 137.23318 166.41273 154.07623 167.69220 162.07566
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).... 85.00000 85.00000 85.00000 85.00000
Max Intensity (mm/hr).. 170.34000 170.34000 170.34000 170.34000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 82.05734 0.00000 82.06148
Total Losses (mm)...... 0.00000 2.92648 0.00000 2.92417
Remaining Depth (mm)... 0.00000 0.01618 0.00000 0.01434
Peak Runoff Rate (cms). 0.00000 0.05241 0.00000 0.06096
Total Impervious Area
---------------------
Total Runoff Depth (mm) 85.05312 85.11716 85.00537 0.00000
Peak Runoff Rate (cms). 0.04752 0.02168 0.00047 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 85.05312 85.11716 85.00537 0.00000
Peak Runoff Rate (cms). 0.04752 0.02168 0.00047 0.00001
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) 85.05312 82.88349 85.00537 82.06148
Peak Runoff Rate (cms). 0.04752 0.07409 0.00047 0.06096
Unit Runoff (mm/hr).... 164.28620 158.20349 171.75915 154.75861
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
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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120.000 = # # # # =
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RAINFALL | # # # ##### |
| # # # # |
IN | # # # # |
| # # # # |
MM/HR | # # # # |
| ###### # # # # |
| # # # # # # |
80.000 = # # # # # # =
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| # # # ##### # |
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40.000 ##### # =
# # ##### |
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# # # ###### |
# ##### # |
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0.000 #=========|=========|=========|=========|=========|=========|=========|====#====|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE TEWANTIN
EXISTING CASE - 1 YEAR -
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 66.0 meters. Maximum Elevation : 8.59 meters.
Main Channel Length : 66.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 66.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 55.0 meters. Maximum Elevation : 8.19 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 7.62 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 15.0 Max Topwidth : 39.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 4.02E+01 m
" " : 0.045 Beyond Station 25.0 Max left bank area : 2.83 m^2
Max right bank area : 2.83 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.90 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 5248
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 5.72 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 10.0 Max Topwidth : 29.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.02E+01 m
" " : 0.045 Beyond Station 20.0 Max left bank area : 1.88 m^2
Max right bank area : 1.88 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4845
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4250
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 9.52 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 20.0 Max Topwidth : 49.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 5.02E+01 m
" " : 0.045 Beyond Station 30.0 Max left bank area : 3.78 m^2
Max right bank area : 3.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5338
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 78.0 meters. Maximum Elevation : 7.69 meters.
Main Channel Length : 78.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 78.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3851
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 42.0 meters. Maximum Elevation : 5.69 meters.
Main Channel Length : 42.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 42.0 meters. Maximum Section Area : 3.82 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 5.0 Max Topwidth : 19.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.02E+01 m
" " : 0.045 Beyond Station 15.0 Max left bank area : 0.93 m^2
Max right bank area : 0.93 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 20.0 meters. Maximum Elevation : 6.17 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 14.87 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.86 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 5.01 m^2
Max right bank area : 5.55 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.30 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14a14bo
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 66.0000 Natural 6.6692 0.0450 34.8760 0.2000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 4342 55.0000 Natural 7.6192 0.0450 39.8760 0.2000
5 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
6 3534 10.0000 Natural 3.9400 0.0350 9.9000 0.4000
7 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
8 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
9 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
10 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
11 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
12 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
13 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
14 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
15 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
16 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
17 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
18 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
19 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
20 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
21 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
22 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
23 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
24 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
25 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
26 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
27 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
28 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
29 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
30 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
31 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
32 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
33 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
34 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
35 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
36 5248 58.0000 Natural 5.7192 0.0450 29.8760 0.2000
37 4845 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
38 4250 58.0000 Natural 9.5192 0.0450 49.8760 0.2000
39 5338 78.0000 Natural 6.6692 0.0450 34.8760 0.2000
40 3851 42.0000 Natural 3.8192 0.0450 19.8760 0.2000
41 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
42 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
43 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
44 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
45 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
46 3635o 20.0000 Natural 14.8725 0.0350 41.8623 0.4000
47 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
48 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
49 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
50 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
51 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
52 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
53 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
54 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
55 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
56 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
57 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
58 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
59 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
60 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
61 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
62 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
63 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
64 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
65 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
66 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
67 14a14bo 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
68 14a14bu 10.0000 Circular 0.0707 0.0130 0.3000 0.3000
Total length of all conduits .... 2717.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5453 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4342 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5248 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4250 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5338 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14a14bu 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.10
5047 0.15
5114b 0.14
4342 0.12
3736 0.17
3534 0.99
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5248 0.12
4845 0.12
4250 0.12
5338 0.09
3851 0.16
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
3836o 0.19
3635o 0.47
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14a14bo 0.98
14a14bu 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.2518E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.1000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.7000 8.5000 0.0000 0.0000 100.0000
3 N52 10.0000 7.2000 7.0000 0.0000 0.0000 100.0000
4 N38 10.0000 6.4000 5.0000 0.0000 0.0000 100.0000
5 N51 10.0000 5.0000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
7 N50 10.0000 5.9000 4.7000 0.0000 0.0000 100.0000
8 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
9 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
10 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
11 N43 10.0000 9.4000 9.2000 0.0000 0.0000 100.0000
12 N42 10.0000 7.5000 7.3000 0.0000 0.0000 100.0000
13 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
14 N36 10.0000 6.1700 4.4700 0.0000 0.0000 100.0000
15 N35 10.0000 5.6000 3.2000 0.0000 0.0000 100.0000
16 N34 10.0000 4.5000 4.1000 0.0000 0.0000 100.0000
17 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
18 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
19 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
20 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
21 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
22 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
23 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
24 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
25 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
26 N22 10.0000 3.9000 1.8600 0.0000 0.0000 100.0000
27 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
28 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
29 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
30 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
31 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
32 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
33 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
34 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
35 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
36 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
37 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
38 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
39 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
40 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
41 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
42 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
43 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
44 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
45 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
46 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
47 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
48 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160933.7350 21464.0650 No Ponding Normal 0 0.0000
2 N53 -161132.8250 14803.0350 No Ponding Normal 0 0.0000
3 N52 -168049.5300 21557.1050 No Ponding Normal 0 0.0000
4 N38 -171342.0350 13776.1850 No Ponding Normal 0 0.0000
5 N51 -183391.7200 13671.2150 No Ponding Normal 0 0.0000
6 N48 -176025.4150 19815.8450 No Ponding Normal 0 0.0000
7 N50 -177291.3350 28776.7250 No Ponding Normal 0 0.0000
8 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
9 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
10 N45 -183781.4150 18191.7850 No Ponding Normal 0 0.0000
11 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
12 N42 -168854.7100 30176.4750 No Ponding Normal 0 0.0000
13 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
14 N36 -171002.6100 8477.4020 No Ponding Normal 0 0.0000
15 N35 -176413.7050 7885.9300 No Ponding Normal 0 0.0000
16 N34 -180869.7350 7741.9235 No Ponding Normal 0 0.0000
17 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
18 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
19 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
20 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
21 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
22 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
23 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
24 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
25 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
26 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
27 N21 -185150.2150 10420.6175 No Ponding Normal 0 0.0000
28 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
29 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
30 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
31 N17 -189367.5450 11390.8700 No Ponding Normal 0 0.0000
32 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
33 N15 -194635.3350 18302.1200 No Ponding Normal 0 0.0000
34 N14B -191784.3100 13315.6200 No Ponding Normal 0 0.0000
35 N14A -195516.3200 13900.7250 No Ponding Normal 0 0.0000
36 N13 -199544.1450 14155.5750 No Ponding Normal 0 0.0000
37 N12 -202640.9100 14379.8100 No Ponding Normal 0 0.0000
38 N11 -207024.4300 14873.4250 No Ponding Normal 0 0.0000
39 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
40 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
41 N8 -207636.5450 6126.5595 No Ponding Normal 0 0.0000
42 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
43 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
44 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
45 N4 -211049.3300 11314.7800 No Ponding Normal 0 0.0000
46 N3 -210711.3350 16862.2550 No Ponding Normal 0 0.0000
47 N2 -213577.0250 20559.9200 No Ponding Normal 0 0.0000
48 N1 -214633.7250 25034.5200 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N52 8.9000 7.0000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 5114b N51 N14B 4.8000 3.0000 No Design
4 4342 N43 N42 9.2000 7.3000 No Design
5 3736 N37 N30 7.0000 5.5200 No Design
6 3534 N35 N34 4.2000 4.1000 No Design
7 3422 N34 N22 4.1000 3.4000 No Design
8 3130 N31 N30 7.5000 5.7000 No Design
9 3024 N30 N24 4.2000 2.8600 No Design
10 3036 N30 N36 5.6200 5.5200 No Design
11 2827 N28 N27 8.3000 6.7000 No Design
12 2726 N27 N26 6.7000 6.5000 No Design
13 2629 N26 N29 6.5000 6.4000 No Design
14 2930 N29 N30 6.4000 5.6200 No Design
15 2725 N27 N25 5.3500 4.8700 No Design
16 2524 N25 N24 4.8700 2.8600 No Design
17 2422 N24 N22 2.5900 1.8600 No Design
18 L575 N23 N22 4.7000 3.4000 No Design
19 2117 N21 N17 3.0000 2.9500 No Design
20 1714B N17 N14B 2.8500 2.8000 No Design
21 1716 N17 N16 1.7500 1.3500 No Design
22 1615 N16 N15 1.3400 1.2100 No Design
23 1614A N16 N14A 1.6500 1.6000 No Design
24 4514B N45 N14B 3.5000 2.8500 No Design
25 4515 N45 N15 2.5000 1.2100 No Design
26 1502 N15 N2 1.2100 1.0500 No Design
27 14A13 N13 N14A 1.8600 1.6000 No Design
28 1312 N13 N12 1.8600 1.6800 No Design
29 1211 N12 N11 1.6800 1.3400 No Design
30 1103 N11 N3 1.3400 1.1000 No Design
31 0912 N9 N12 3.5000 2.0000 No Design
32 0908 N9 N8 2.5000 2.0000 No Design
33 0811 N8 N11 3.0000 2.0000 No Design
34 0804 N8 N4 2.0000 1.7000 No Design
35 0201 N2 N1 1.0500 0.9300 No Design
36 5248 N52 N48 7.0000 4.8000 No Design
37 4845 N48 N45 4.6000 3.5000 No Design
38 4250 N42 N50 7.3000 5.7000 No Design
39 5338 N53 N38 8.5000 6.0000 No Design
40 3851 N38 N51 6.1500 4.8000 No Design
41 4746o N47 N46 4.6000 4.0000 No Design
42 4746u N47 N46 3.6000 3.0000 No Design
43 4645o N46 N45 4.0000 3.5000 No Design
44 4645u N46 N45 3.0000 2.5000 No Design
45 3836o N38 N36 6.0000 5.5200 No Design
46 3635o N36 N35 5.7700 5.2000 No Design
47 2217o N22 N17 3.4000 2.9500 No Design
48 2217u N22 N17 1.8600 1.7500 No Design
49 2019o N20 N19 7.0000 6.0000 No Design
50 2019u N20 N19 6.0000 4.5000 No Design
51 1918o N19 N18 6.0000 3.0000 No Design
52 1918u N19 N18 4.5000 1.9000 No Design
53 1817o N18 N17 3.0000 2.9500 No Design
54 1817u N18 N17 1.9000 1.7500 No Design
55 1009o N10 N9 4.6000 3.5000 No Design
56 1009u N10 N9 3.6000 2.5000 No Design
57 0706o N7 N6 5.0000 4.5000 No Design
58 0706u N7 N6 4.0000 3.5000 No Design
59 0604o N6 N4 4.5000 2.8000 No Design
60 0604u N6 N4 3.5000 1.7000 No Design
61 0504o N5 N4 4.3000 2.8000 No Design
62 0504u N5 N4 3.3000 1.7000 No Design
63 0403o N4 N3 2.8000 2.0000 No Design
64 0403u N4 N3 1.7000 1.1000 No Design
65 0302o N3 N2 1.8200 1.8100 No Design
66 0302u N3 N2 1.1000 1.0500 No Design
67 14a14bo N14B N14A 2.9900 2.5000 No Design
68 14a14bu N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE TEWANTIN
EXISTING CASE
Title from immediately preceding computational layer
EAGLE DRIVE TEWANTIN
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 35
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.15
#################################################
# Element numbers of interface inlet locations: #
#################################################
N54 N52 N48 N43 N42 N50 N47
N45 N53 N38 N37 N31 N28 N27
N35 N23 N22 N21 N20 N19 N18
N17 N10 N8 N7 N6 N5 N4
N11 N2 N26 N29 N30 N36 N51
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file Section 3
was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 8.2971 0.0288
5047 2.8812 0.0234
5114b 3.5733 0.0360
4342 10.3858 0.0345
3736 14.9983 0.0296
3534 5.8173 0.0100
3422 6.0122 0.0175
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
5248 8.1651 0.0379
4845 2.5500 0.0183
4250 11.5986 0.0276
5338 8.7547 0.0321
3851 5.0145 0.0321
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
3836o 9.9729 0.0120
3635o 35.6736 0.0285
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14a14bo 75.9084 0.0490
14a14bu 0.1368 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 8.50 N52/ 0.00 / 7.00
N38/ 0.00 / 5.00 N51/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50/ 0.00 / 4.70 N47/ 0.00 / 3.60 N46/ 0.00 / 3.00
N45/ 0.00 / 2.50 N43/ 0.00 / 9.20 N42/ 0.00 / 7.30
N37/ 0.00 / 7.00 N36/ 0.00 / 4.47 N35/ 0.00 / 3.20
N34/ 0.00 / 4.10 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.00/ 7.00 5047/ 3.60/ 3.60 5114b/ 1.80/ 1.80
4342/ 7.30/ 7.30 3736/ 4.20/ 4.20 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 5248/ 3.60/ 3.60
4845/ 2.50/ 2.50 4250/ 4.70/ 4.70 5338/ 5.00/ 5.00
3851/ 3.80/ 3.80 4746o/ 3.00/ 3.00 4746u/ 3.00/ 3.00
4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50 3836o/ 4.47/ 4.47
3635o/ 3.20/ 3.20 2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75
2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90
1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75
1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50
0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70
0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10
0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 115.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.8752 7.1880 5.0000
N51 3.0880 7.7200 30.0000
N48 2.8669 7.1673 40.0000
N50 2.7930 6.9824 55.0000
N47 1.0316 2.5791 575.0000
N46 2.8934 7.2334 16990.0000
N45 1.7674 4.4186 20.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 2.4316 6.0791 25.0000
N35 3.6981 9.2454 0.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 0.2688 0.6721 745.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 2.0379 5.0948 425.0000
N26 50.0000 50.0000 0.0000
N25 1.6473 4.1182 30.0000
N24 0.9339 2.3346 10.0000
N23 29.7069 50.0000 0.0000
N22 0.7306 1.8266 175.0000
N21 2.1875 5.4689 105.0000
N20 10.0088 25.0220 0.0000
N19 19.3520 48.3800 0.0000
N18 1.5319 3.8298 390.0000
N17 1.9032 4.7580 50.0000
N16 4.0990 10.2476 0.0000
N15 14.4115 36.0287 0.0000
N14B 0.7080 1.7699 835.0000
N14A 22.7657 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N12 42.0889 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N10 3.5652 8.9129 155.0000
N9 2.5425 6.3563 235.0000
N8 1.3984 3.4959 60.0000
N7 1.0580 2.6449 350.0000
N6 1.0019 2.5048 50.0000
N5 2.2836 5.7090 130.0000
N4 9.4731 23.6828 0.0000
N3 28.0276 50.0000 0.0000
N2 31.4494 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N46
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 6.3333 0.0004 0.0212 Normal Soln
5047 38.9705 38.9705 50.0000 0.0000 0.0237 0.2012 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0696 0.0694 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0005 0.0179 Normal Soln
3736 38.2778 38.2778 50.0000 0.0000 0.0011 0.0186 Normal Soln
3534 6.9644 6.9644 18.5188 0.0000 0.0043 0.1587 Normal Soln
3422 28.0720 28.0720 50.0000 0.0000 0.0053 0.1479 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0035 0.0312 Normal Soln
3024 7.3850 7.3850 17.2803 0.0000 -0.0208 2.6202 Normal Soln
3036 14.2618 14.2618 50.0000 0.0000 -0.0170 0.1881 Normal Soln
2827 32.2648 32.2648 50.0000 0.0000 0.0012 0.0311 Normal Soln
2726 9.7174 9.7174 50.0000 0.0000 0.0050 0.0344 Normal Soln
2629 39.0423 39.0423 50.0000 0.0000 0.0014 0.1743 Normal Soln
2930 32.6348 32.6348 50.0000 0.0000 0.0027 0.0880 Normal Soln
2725 4.9889 4.9889 12.6445 0.0000 0.0040 3.5423 Normal Soln
2524 14.7321 14.7321 32.3854 0.0000 -0.0050 2.7121 Normal Soln
2422 6.3879 6.3879 16.9609 0.0000 0.0285 2.2834 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 -0.0029 0.1682 Normal Soln
2117 9.7833 9.7833 24.3272 0.0000 -0.0039 0.0713 Normal Soln
1714B 23.2465 23.2465 50.0000 0.0000 0.0389 0.1363 Normal Soln
1716 4.6724 4.6724 12.8795 0.0000 -0.0178 1.6208 Normal Soln
1615 3.9535 3.9535 9.9171 0.0000 -0.0069 3.6239 Normal Soln
1614A 1.7946 1.7946 5.3476 19.2500 -0.0126 3.5285 Normal Soln
4514B 14.7563 14.7563 24.4848 0.0000 0.0028 0.0396 Normal Soln
4515 5.6873 5.6873 12.9953 0.0000 0.0046 2.1118 Normal Soln
1502 15.2243 15.2243 33.4695 0.0000 0.0127 4.8668 Normal Soln
14A13 4.2596 4.2596 22.2540 0.0000 0.0062 0.1814 Normal Soln
1312 6.3974 6.3974 32.5878 0.0000 -0.0058 0.1855 Normal Soln
1211 18.1008 18.1008 50.0000 0.0000 -0.0055 0.1218 Normal Soln
1103 15.6692 15.6692 50.0000 0.0000 -0.0046 0.0802 Normal Soln
0912 34.9813 34.9813 50.0000 0.0000 -0.0003 0.0027 Normal Soln
0908 11.4714 11.4714 41.5872 0.0000 0.0023 2.7560 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0015 0.0154 Normal Soln
0804 10.8793 10.8793 34.3710 0.0000 -0.0044 3.2712 Normal Soln
0201 3.0582 3.0582 7.3204 288.4167 -0.1929 0.0943 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0010 0.0408 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0015 0.1648 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0281 0.0357 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0008 0.0215 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 17.6569 17.6569 31.5557 0.0000 -0.0029 0.0196 Normal Soln
4746u 5.3594 5.3594 17.6241 0.0000 0.0022 1.6881 Normal Soln
4645o 27.0334 27.0334 50.0000 0.0000 -0.0015 0.0219 Normal Soln
4645u 7.0507 7.0507 24.0046 0.0000 0.0034 2.3924 Normal Soln
3836o 32.7264 32.7264 50.0000 0.0000 0.0006 0.0299 Normal Soln
3635o 20.3157 20.3157 42.7941 0.0000 0.0074 0.0236 Normal Soln
2217o 20.5832 20.5832 38.7345 0.0000 0.0033 0.0340 Normal Soln
2217u 5.6448 5.6448 15.5197 0.0000 -0.0727 4.4058 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 6.4154 6.4154 12.1383 0.0000 0.0051 1.4872 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 18.1172 18.1172 43.5895 0.0000 -0.0958 2.3067 Normal Soln
1817o 15.3802 15.3802 39.7935 0.0000 0.0070 0.1133 Normal Soln
1817u 4.0324 4.0324 10.2336 0.0000 -0.0161 4.3555 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 11.2100 11.2100 30.3238 0.0000 -0.0022 1.9973 Normal Soln
0706o 39.4010 39.4010 50.0000 0.0000 0.0008 0.0140 Normal Soln
0706u 6.8289 6.8289 24.6734 0.0000 -0.0028 3.0909 Normal Soln
0604o 39.9703 39.9703 50.0000 0.0000 0.0022 0.0514 Normal Soln
0604u 9.6342 9.6342 20.5210 0.0000 0.0024 2.8541 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0009 0.0012 Normal Soln
0504u 12.6149 12.6149 33.9913 0.0000 -0.0117 3.0402 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 3.6208 3.6208 8.0274 0.0000 0.0054 1.5344 Normal Soln
0302o 15.8357 15.8357 50.0000 0.0000 0.0006 0.0255 Normal Soln
0302u 2.8558 2.8558 12.8352 0.0000 -0.0054 0.5607 Normal Soln
14a14bo 10.4152 10.4152 31.3268 0.0000 0.0047 0.0100 Normal Soln
14a14bu 1.9165 1.9165 5.2558 46.0000 0.0085 2.7326 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/ 1.01 / 6.01/ 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/ 0.01 / 6.41/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.02 / 1.88/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.02 / 1.36/ N15/ 0.04 / 1.25/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.02 / 1.07/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00*/ 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00 /
1918u/ 0.00*/ 1817o/ 0.00 / 1817u/ 0.00*/
1009o/ 0.00 / 1009u/ 0.00*/ 0706o/ 0.00*/
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00 / 0504u/ 0.00*/ 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.01 / 5047/ 0.02 / 5114b/ 0.01 /
4342/ 0.01 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.52 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.09 / 2725/ 0.16 /
2524/ 0.20 / 2422/ 0.30 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.39 /
1615/ 0.22 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.24 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.07 / 0201/ 0.11 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.18 /
4645o/ 0.00 / 4645u/ 0.12 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.25 /
2019o/ 0.00 / 2019u/ 0.33 / 1918o/ 0.00 /
1918u/ 0.22 / 1817o/ 0.00 / 1817u/ 0.18 /
1009o/ 0.00 / 1009u/ 0.11 / 0706o/ 0.00 /
0706u/ 0.07 / 0604o/ 0.00 / 0604u/ 0.24 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.30 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.44 / 5047/ 0.27 / 5114b/ 0.06 /
4342/ 0.30 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.07 / 3024/ 0.18 /
3036/ 3.33 / 2827/ 0.03 / 2726/ 8.93 /
2629/ 0.51 / 2930/ 0.23 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.04 / 1714B/ 1.65 / 1716/ 0.41 /
1615/ 0.30 / 1614A/ 0.33 / 4514B/ 0.23 /
4515/ 0.15 / 1502/ 0.33 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.12 /
0912/ 0.21 / 0908/ 0.15 / 0811/ 0.01 /
0804/ 0.18 / 0201/ 0.33 / 5248/ 0.38 /
4845/ 0.27 / 4250/ 0.42 / 5338/ 2.53 /
3851/ 0.04 / 4746o/ 0.04 / 4746u/ 0.12 /
4645o/ 0.16 / 4645u/ 0.12 / 3836o/ 3.38 /
3635o/ 0.00 / 2217o/ 0.19 / 2217u/ 0.29 /
2019o/ 0.00 / 2019u/ 0.18 / 1918o/ 0.09 /
1918u/ 0.24 / 1817o/ 0.21 / 1817u/ 0.24 /
1009o/ 0.03 / 1009u/ 0.15 / 0706o/ 0.05 /
0706u/ 0.12 / 0604o/ 0.08 / 0604u/ 0.15 /
0504o/ 0.11 / 0504u/ 0.12 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.02 / 0302u/ 1.50 /
14a14bo/ 0.02 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.01 / 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/ 0.01 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.29 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.03 / N15/ 0.04 /
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/ 0.01 / N2/ 0.02 / N1/ 0.00 /
Junction/ Freeboard
N54/ 1.10 / N53/ 1.50 / N52/ 3.00 /
N38/ 3.99 / 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/ 3.59 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.40 /
N23/ 5.30 / N22/ 8.12 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.64 / N15/ 8.75 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.93 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.03 /
N38/ 1.08 / N51/ 1.02 / N48/ 1.04 /
N50/ 1.05 / N47/ 1.08 / N46/ 1.08 /
N45/ 1.12 / N43/ 0.02 / N42/ 0.02 /
N37/ 0.06 / N36/ 1.37 / N35/ 1.08 /
N34/ 0.08 / N31/ 0.02 / N30/ 1.64 /
N29/ 0.11 / N28/ 0.07 / N27/ 1.37 /
N26/ 0.16 / N25/ 0.79 / N24/ 1.51 /
N23/ 0.12 / N22/ 1.67 / N21/ 1.05 /
N20/ 0.49 / N19/ 0.57 / N18/ 1.28 /
N17/ 1.30 / N16/ 1.72 / N15/ 1.11 /
N14B/ 1.26 / N14A/ 1.02 / N13/ 0.63 /
N12/ 0.62 / N11/ 0.79 / N10/ 0.61 /
N9/ 1.01 / N8/ 1.02 / N7/ 1.02 /
N6/ 1.04 / N5/ 1.01 / N4/ 0.94 /
N3/ 0.76 / N2/ 0.75 / N1/ 0.75 /
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/ 0.17 / 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/ 0.01 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.02 / 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/ 0.17 /
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/ 0.12 / 5047/ 0.10 / 5114b/ 0.03 /
4342/ 0.07 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.08 /
3036/ 3.01 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.18 / 2930/ 0.09 / 2725/ 0.01 /
2524/ 0.02 / 2422/ 0.11 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.09 /
1615/ 0.15 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.07 / 1502/ 0.55 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.05 / 1103/ 0.21 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.02 / 0201/ 0.17 / 5248/ 0.09 /
4845/ 0.13 / 4250/ 0.10 / 5338/ 0.79 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.02 / 3836o/ 6.70 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.13 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.10 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.02 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.37 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.02 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.01 / 1817o/ 0.00 / 1817u/ 0.01 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.21/ 2.87/
3036/ 5.62/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.41 2930/ 6.41/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.88 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.36/
1615/ 1.36/ 1.25 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.25 1502/ 1.25/ 1.07 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.07/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.01/
3851/ 6.01/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.01/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.88/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.07/ 1.07 0302u/ 1.10/ 1.07/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 8070
Total number of time steps during simulation.... 6126
Ratio of actual # of time steps / NTCYC......... 1.418
Average number of iterations per time step...... 1.317
Average time step size(seconds)................ 3.526
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.409
Average minimum implicit time step (sec)........ 1.767
Average minimum junction time step (sec)........ 1.767
Average Courant Factor Tf....................... 1.767
Number of times omega reduced................... 55
*=========================================================*
| 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 1.01 6192 0 3 0 0 0
N53 0 1.02 6234 0 3 0 0 0
N52 0 1.09 6649 0 7 0 0 0
N38 0 1.07 6577 0 8 0 0 0
N51 0 1.02 6265 0 19 1 0 0
N48 0 1.12 6834 1 22 1 0 0
N50 0 1.13 6945 1 32 2 1 0
N47 0 1.26 7724 0 8 0 0 0
N46 0 1.27 7788 0 8 0 0 0
N45 0 1.40 8578 2 10 1 0 0
N43 0 1.02 6271 0 3 0 0 0
N42 0 1.10 6752 0 6 0 0 0
N37 0 1.07 6536 0 5 0 0 0
N36 0 1.44 8827 1 11 1 0 0
N35 0 1.27 7801 0 7 0 0 0
N34 0 1.25 7642 0 16 1 0 0
N31 0 1.14 6975 0 13 1 0 0
N30 0 1.52 9312 0 17 3 0 0
N29 0 1.28 7833 0 7 0 0 0
N28 0 1.13 6951 0 6 0 0 0
N27 0 1.48 9056 2 21 3 0 0
N26 0 1.22 7450 0 5 0 0 0
N25 0 1.23 7523 0 6 0 0 0
N24 0 1.36 8323 0 6 0 0 0
N23 0 1.26 7726 0 8 0 0 0
N22 0 1.50 9189 9 13 1 0 0
N21 0 1.40 8548 1 19 1 0 0
N20 0 1.15 7061 0 6 0 0 0
N19 0 1.33 8155 0 15 1 0 0
N18 0 1.49 9150 0 8 0 0 0
N17 0 1.79 10986 2 12 1 0 0
N16 0 1.61 9850 1 15 4 0 0
N15 0 1.28 7815 0 7 0 0 0
N14B 0 1.68 10293 1 24 1 0 0
N14A 0 1.66 10190 3 14 6 0 0
N13 0 1.46 8934 0 7 0 0 0
N12 0 1.36 8321 0 7 0 0 0
N11 0 1.43 8779 0 11 2 0 0
N10 0 1.15 7020 0 5 0 0 0
N9 0 1.26 7748 2 10 2 0 0
N8 0 1.26 7744 0 9 0 0 0
N7 0 1.16 7092 0 5 0 0 0
N6 0 1.41 8662 2 17 1 0 0
N5 0 1.13 6940 1 13 1 0 0
N4 0 1.47 9014 6 16 2 0 0
N3 0 1.69 10356 6 11 3 0 0
N2 0 1.55 9525 0 9 0 0 0
N1 0 1.51 9228 14 19 10 0 0
Total number of iterations for all junctions.. 385364
Minimum number of possible iterations......... 294048
Efficiency of the simulation.................. 1.31
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 8.9200 0 36 0.0000 1.0800 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5204 0 36 0.0000 1.4796 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0281 0 40 0.0000 2.9719 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0833 0 41 0.0000 3.9167 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8199 0 6 0.0000 5.1801 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6433 0 38 0.0000 5.3567 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7468 0 40 0.0000 4.2532 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6757 0 40 0.0000 5.3243 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0833 0 40 0.0000 5.9167 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6168 0 40 0.0000 6.3832 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2189 0 36 0.0000 0.7811 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3243 0 37 0.0000 2.6757 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0589 0 35 0.0000 2.9411 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8398 0 41 0.0000 4.1602 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2838 0 41 0.0000 5.7162 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1804 0 41 0.0000 5.8196 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5192 0 35 0.0000 2.4808 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8403 0 40 0.0000 4.1597 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5147 0 36 0.0000 3.4853 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3714 0 35 0.0000 1.6286 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7209 0 35 0.0000 3.2791 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.6633 0 36 0.0000 3.3367 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6641 0 41 0.4191 4.3359 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1017 0 42 0.7917 5.8983 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8154 0 35 0.0000 5.1846 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.5252 0 42 0.0000 6.4748 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0548 0 40 0.0000 6.9452 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.4872 0 35 0.0000 3.5128 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 5.0682 0 35 0.0000 4.9318 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.1840 0 36 0.0000 6.8160 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.0543 0 40 0.0000 6.9457 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.0649 0 40 0.6649 6.9351 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.3214 0 40 0.2864 7.6786 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.0552 0 41 0.0000 6.9448 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.6234 0 42 0.0000 7.3766 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.4922 0 42 0.0000 7.5078 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.3036 0 43 0.0000 7.6964 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.1260 0 45 0.0000 7.8740 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.2096 0 35 0.0000 5.7904 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5073 0 35 0.0000 6.4927 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0210 0 36 0.0000 6.9790 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0188 0 35 0.0000 4.9812 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5399 0 36 0.0000 5.4601 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3066 0 35 0.0000 5.6934 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.6399 0 35 0.0000 7.3601 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.8559 0 40 0.0000 8.1441 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.7958 0 40 0.0000 8.2042 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.6835 0 49 0.0000 8.3165 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 0.0767 0 36 0.1491 0 36 0.0092 8.9200 7.0281 .1002 .1404
5047 2.8812 1.4600 200.0000 0.2590 0 40 0.4769 0 25 0.0899 5.7468 4.6757 .2338 .3783
5114b 3.5733 1.8108 200.0000 0.0696 0 6 0.3801 0 6 0.0195 4.8199 3.0552 .0997 .2761
4342 10.3858 1.3631 200.0000 0.0789 0 36 0.1822 0 0 0.0076 9.2189 7.3243 .0947 .1214
3736 14.9983 3.6090 400.0000 0.0938 0 35 0.7023 0 22 0.0063 7.0589 5.8403 .1471 .8007
3534 5.8173 1.4765 400.0000 0.4341 0 41 0.5400 0 41 0.0746 4.2838 4.1804 .2094 .2010
3422 6.0122 1.5213 400.0000 0.4279 0 41 0.4387 0 41 0.0712 4.1804 3.5252 .2010 .3129
3130 13.5508 2.2744 300.0000 0.1404 0 35 0.3217 0 27 0.0104 7.5192 5.8403 .0639 .4676
3024 0.4621 2.9058 450.0000 0.4521 0 54 2.9514 0 56 0.9783 5.8403 4.1017 3.645 2.759
3036 6.7857 1.4251 400.0000 0.2126 0 40 -0.1840 1 10 0.0313 5.8403 5.8398 .5507 .7996
2827 15.5945 3.7524 400.0000 0.1622 0 35 0.9559 0 35 0.0104 8.3714 6.7706 .1785 .1766
2726 18.5574 3.1124 300.0000 0.2221 0 35 0.1425 0 34 0.0120 6.7209 6.6633 .0697 .5443
2629 2.4524 0.5150 400.0000 0.1926 0 36 0.2846 0 36 0.0785 6.6633 6.5147 .4082 .2868
2930 11.6053 2.4373 400.0000 0.4229 0 36 0.7922 0 26 0.0364 6.5147 5.8403 .2868 .5507
2725 0.2218 2.0080 375.0000 0.2600 0 22 2.3728 0 22 1.1725 6.7209 5.6641 3.655 2.117
2524 0.2779 2.5163 375.0000 0.2518 0 22 2.4718 0 16 0.9061 5.6641 4.1017 2.117 3.311
2422 0.8401 2.9711 600.0000 0.6521 0 23 2.2994 0 23 0.7763 4.1017 3.5252 2.519 2.775
L575 4.4056 1.1111 300.0000 0.2403 0 35 0.4540 0 35 0.0545 4.8154 3.5252 .3846 .4172
2117 10.3655 2.0976 500.0000 0.1553 0 34 0.4111 0 33 0.0150 3.0548 3.0543 .1095 .2086
1714B 8.1188 0.9553 500.0000 -0.3332 0 48 -0.3159 0 48 -0.0410 3.0543 3.0552 .4086 .5104
1716 3.1532 3.6415 1050.000 2.0310 0 40 2.3293 0 40 0.6441 3.0543 3.0649 1.242 1.633
1615 0.7725 1.7486 750.0000 1.2100 0 40 2.7235 0 40 1.5664 3.0628 2.3214 2.297 1.481
1614A 0.7872 1.7819 750.0000 0.8303 0 36 1.8724 0 36 1.0547 3.0628 2.6234 1.883 1.364
4514B 28.0567 3.5017 450.0000 0.5149 0 40 0.9835 0 25 0.0184 3.6168 3.0552 .2597 .4560
4515 0.1942 2.7467 300.0000 0.1760 1 24 2.4625 1 24 0.9064 3.6168 2.3214 3.722 3.704
1502 0.6052 1.1322 825.0000 1.3639 0 41 2.6895 0 34 2.2535 2.3214 1.7958 1.347 .9039
14A13 16.6072 0.8411 1700.000 -1.2824 0 42 -0.4494 0 41 -0.0772 2.6234 2.4922 .4490 .5249
1312 15.7543 0.6101 1400.000 1.2789 0 42 0.4296 0 41 0.0812 2.4922 2.3036 .4516 .4454
1211 22.0747 0.6694 1700.000 1.2591 0 43 0.2497 0 43 0.0570 2.3036 2.1260 .3668 .4624
1103 34.9730 0.7240 2000.000 1.3908 0 45 0.3863 0 52 0.0398 2.1260 1.8559 .3930 .3779
0912 7.4604 1.8954 400.0000 0.0098 0 35 0.0090 0 35 0.0013 3.5073 2.3036 .0182 .7590
0908 0.1628 1.4741 375.0000 0.1342 0 34 1.2023 0 34 0.8244 3.5073 3.0210 2.686 2.722
0811 6.0914 1.5476 400.0000 0.0469 0 36 0.2228 0 35 0.0077 3.0210 2.1260 .0525 .3151
0804 0.2208 1.3886 450.0000 0.2329 0 33 1.4553 0 33 1.0548 3.0210 2.6399 2.268 2.088
0201 142.3584 2.9703 2000.000 3.6127 0 41 1.3682 0 50 0.0254 1.7958 1.6835 .3729 .3767
5248 8.1651 1.4277 200.0000 0.1401 0 40 0.2831 0 40 0.0172 7.0281 4.8211 .1404 .1057
4845 2.5500 1.2922 200.0000 0.2020 0 38 0.2998 0 14 0.0792 4.6433 3.6168 .2167 .5842
4250 11.5986 1.2184 200.0000 0.1729 0 38 0.1397 0 36 0.0149 7.3243 5.7468 .1214 .2338
5338 8.7547 1.3127 200.0000 0.0853 0 36 0.2064 0 0 0.0097 8.5204 6.0833 .1021 .4164
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0833 4.8173 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.1698 0 40 0.7923 0 35 0.0098 4.6757 4.0833 .1891 .2082
4746u 0.1498 2.1194 300.0000 0.1013 0 23 1.4185 0 11 0.6762 4.6757 4.0833 3.585 3.611
4645o 15.8729 2.3953 400.0000 0.1740 0 40 0.5110 0 40 0.0110 4.0833 3.6168 .2082 .2921
4645u 0.1105 1.5637 300.0000 0.0988 0 36 1.3747 0 35 0.8940 4.0833 3.6168 3.611 3.722
3836o 9.9729 2.0945 400.0000 0.1484 0 41 0.1150 0 32 0.0149 6.0833 5.8398 .2082 .7996
3635o 35.6736 2.3986 400.0000 0.4186 0 41 0.4674 0 41 0.0117 5.8398 5.2671 .1746 .1678
2217o 14.0423 2.7133 500.0000 0.2394 0 42 0.9036 0 42 0.0170 3.5252 3.0745 .2503 .2489
2217u 0.6241 1.4127 750.0000 1.0015 0 49 2.2552 0 49 1.6046 3.5252 3.0543 2.220 1.739
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 5.0681 5.0681 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.3761 0 35 2.4716 0 50 0.5899 6.4872 5.0681 1.082 1.262
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 5.0682 3.1840 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.7024 0 35 2.5240 0 36 0.7441 5.0682 3.1840 .9469 2.140
1817o 9.1593 1.0777 500.0000 0.4942 0 36 0.5529 0 36 0.0540 3.1840 3.0817 .3681 .2634
1817u 0.5070 1.7932 600.0000 0.6107 0 24 2.1513 0 24 1.2046 3.1840 3.0543 2.140 2.173
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2096 3.5073 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1466 0 35 1.6489 0 31 0.6071 4.2096 3.5073 1.625 2.686
0706o 7.2322 2.6000 300.0000 0.0421 0 35 0.2674 0 35 0.0058 5.0188 4.5399 .0625 .1330
0706u 0.1248 1.7661 300.0000 0.0872 0 23 1.2159 0 23 0.6988 5.0188 4.5399 3.395 3.466
0604o 9.6606 3.5635 300.0000 0.2004 0 36 0.8462 0 36 0.0207 4.5399 2.8394 .1330 .1314
0604u 0.3116 2.8210 375.0000 0.3089 0 28 2.7776 0 28 0.9916 4.5399 2.6399 2.773 2.506
0504o 8.6316 3.1836 300.0000 0.0053 0 35 0.2092 0 35 0.0006 4.3066 2.8026 .0218 .0086
0504u 0.1541 2.1802 300.0000 0.1328 0 34 1.8537 0 34 0.8619 4.3066 2.6399 3.355 3.132
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.8559 1.8559 .0000 .0000
0403u 1.9283 4.3647 750.0000 1.0818 0 35 2.4915 0 35 0.5610 2.6399 1.8559 1.253 1.007
0302o 2.9365 0.3239 300.0000 0.0375 0 40 0.1559 0 40 0.0128 1.8559 1.8226 .1196 .0420
0302u 3.2556 3.6173 600.0000 0.7068 0 40 0.7795 0 40 0.2171 1.8559 1.7958 1.259 1.242
14a14bo 75.9084 3.3944 500.0000 0.3704 0 41 0.3192 0 37 0.0049 3.0552 2.6234 .1304 .2468
14a14bu 0.1368 1.9347 300.0000 0.1362 1 1 1.9027 1 1 0.9962 3.0552 2.6234 4.184 3.411
FREE # 1 Undefnd Undefnd Undefn 3.9053 0 49
*==================================================*
| 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 0.0149 0.5197 0.0035
5047 4.9167 31.7500 0.0000 323.3333 0.0591 0.5869 0.0270
5114b 6.1944 14.3056 0.0000 339.5000 0.0320 0.3169 0.0070
4342 0.1667 359.8333 0.0000 0.0000 0.0125 0.4987 0.0034
3736 0.1667 49.8542 0.0000 309.9792 0.1026 1.3870 0.0346
3534 5.6667 354.3333 0.0000 0.0000 0.0807 0.8043 0.0441
3422 5.6667 15.7222 0.0000 338.6111 0.0982 0.9831 0.0445
3130 0.1667 43.1111 0.0000 316.7222 0.0710 1.4238 0.0076
3024 0.1667 33.6389 0.0000 326.1944 0.1300 0.1639 3.3366
3036 10.7500 43.9861 305.2639 0.0000 0.1339 2.2844 0.0254
2827 0.1667 0.0000 0.0000 359.8333 0.0350 0.1697 0.0679
2726 341.4778 18.5222 0.0000 0.0000 0.0825 1.6579 0.0121
2629 0.2500 359.7500 0.0000 0.0000 0.0739 0.6770 0.0395
2930 0.2500 44.3333 0.0000 315.4167 0.0801 0.9068 0.0872
2725 0.1667 359.8333 0.0000 0.0000 0.1058 0.1139 2.1120
2524 0.1667 51.9861 0.0000 307.8472 0.1124 0.1141 1.9757
2422 0.1667 359.8333 0.0000 0.0000 0.1679 0.2906 3.2794
L575 0.1667 10.3333 0.0000 349.5000 0.0522 0.5494 0.0460
2117 3.6111 14.8056 0.0000 341.5833 0.0758 0.7562 0.0158
1714B 318.4389 15.5278 26.0333 0.0000 0.1007 2.0073 0.0509
1716 0.1667 355.8750 0.0000 3.9583 0.2938 0.8902 3.5062
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4522 3.8543
1614A 6.2500 91.8333 261.9167 0.0000 0.2281 0.4608 2.2439
4514B 288.5417 35.6944 0.0000 35.7639 0.0738 1.1357 0.0905
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.3943
1502 0.1667 359.8333 0.0000 0.0000 0.2314 0.5233 2.4199
14A13 73.2083 286.7917 0.0000 0.0000 0.3406 2.8588 0.3714
1312 73.3333 286.6667 0.0000 0.0000 0.3116 2.9886 0.2687
1211 8.1667 351.8333 0.0000 0.0000 0.3205 5.0687 0.1751
1103 0.1667 359.8333 0.0000 0.0000 0.3501 4.1351 0.2579
0912 356.6667 3.3333 0.0000 0.0000 0.1118 1.1547 0.0011
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.2150
0811 352.8333 5.7500 0.0000 1.4167 0.0423 0.4226 0.0049
0804 0.1667 359.8333 0.0000 0.0000 0.1315 0.1657 1.3088
0201 0.1667 359.8333 0.0000 0.0000 0.3533 3.5217 0.8718
5248 0.1667 0.0000 0.0000 359.8333 0.0166 0.4965 0.0069
4845 5.6667 71.2083 0.0000 283.1250 0.0751 0.7505 0.0215
4250 0.2500 355.0833 0.0000 4.6667 0.0253 1.2594 0.0049
5338 0.1667 354.9583 0.0000 4.8750 0.0395 1.3813 0.0032
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 326.9583 32.7014 0.0000 0.3403 0.0389 0.2150 0.0628
4746u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0729 1.5171
4645o 325.6667 34.3333 0.0000 0.0000 0.0490 0.3404 0.0511
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5083
3836o 5.0000 355.0000 0.0000 0.0000 0.0941 1.5575 0.0192
3635o 332.8611 0.0000 0.0000 27.1389 0.0303 0.8956 0.0320
2217o 344.0556 6.1389 0.0000 9.8056 0.0637 0.2650 0.1127
2217u 0.1667 359.8333 0.0000 0.0000 0.2148 0.4522 3.1374
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1346 0.1624 1.2214
1918o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2804 2.3177
1817o 338.0347 0.0000 0.0000 21.9653 0.0762 0.8945 0.0872
1817u 0.1667 359.8333 0.0000 0.0000 0.1825 0.2959 2.1700
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.1063 0.1139 1.0652
0706o 346.8056 13.1944 0.0000 0.0000 0.0246 0.1616 0.0076
0706u 0.1667 359.8333 0.0000 0.0000 0.0876 0.0728 1.2368
0604o 341.9653 0.0000 0.0000 18.0347 0.0341 0.2369 0.0335
0604u 0.1667 359.8333 0.0000 0.0000 0.1050 0.1135 2.5182
0504o 357.7778 0.0000 0.0000 2.2222 0.0045 0.0252 0.0010
0504u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0729 1.7680
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2277 0.4526 2.0190
0302o 350.1111 0.0000 0.0000 9.8889 0.0221 0.2408 0.0038
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.9868 0.5849
14a14bo 341.1389 17.3333 0.0000 1.5278 0.0428 1.3482 0.0264
14a14bu 6.1667 353.8333 0.0000 0.0000 0.0839 0.0727 1.8764
*===========================================*
| 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 0.0082 177.0468 0.0002 0.9990 0.1879 0.0052 0.1544 2.7082
5047 0.0319 689.7541 0.0007 0.9827 0.9613 0.0160 0.1580 0.0350
5114b 0.0056 120.0166 0.0004 0.9780 1.0172 0.0054 0.0531 0.0350
4342 0.0081 173.8924 0.0002 0.9990 0.2219 0.0042 0.1378 2.7082
3736 0.0086 186.1029 0.0003 0.9990 0.9282 0.0245 0.2706 1.2037
3534 0.0131 282.7960 0.0010 0.9798 0.2432 0.0098 0.0966 0.0350
3422 0.0134 290.1788 0.0010 0.9798 0.5699 0.0102 0.1008 0.0450
3130 0.0126 272.5165 0.0005 0.9990 0.8995 0.0131 0.2624 2.1064
3024 0.0852 1839.5152 0.0017 0.9990 1.4503 0.0652 0.0647 0.7824
3036 -0.0207 -447.6805 0.0016 0.9598 0.0019 0.0561 0.6200 0.0204
2827 0.0147 318.3809 0.0006 0.9990 1.2115 0.0115 0.0375 1.2037
2726 0.0050 108.7622 0.0007 0.1108 0.0246 0.0317 0.1413 0.0200
2629 0.0079 169.5928 0.0005 0.9990 0.1485 0.0193 0.0928 2.1064
2930 0.0324 700.1361 0.0013 0.9990 0.6765 0.0237 0.1676 1.2037
2725 0.0359 774.5252 0.0010 0.9990 1.1754 0.0481 0.0390 0.7824
2524 0.0357 771.8566 0.0010 0.9967 1.6011 0.0457 0.0348 0.0130
2422 0.1211 2616.7421 0.0025 0.9990 0.8854 0.0871 0.1175 0.7824
L575 0.0227 490.5449 0.0008 0.9990 0.5380 0.0176 0.1265 2.7082
2117 0.0127 275.2072 0.0010 0.9884 0.9219 0.0115 0.1136 0.0200
1714B -0.0164 -353.9444 0.0013 0.2501 0.0000 0.0166 0.2261 0.0208
1716 0.2929 6327.5551 0.0062 0.9990 0.9860 0.1320 0.2903 Section 4
0.7824
1615 0.2168 4683.4707 0.0041 0.9989 0.5961 0.1160 0.2125 0.7155
1614A 0.0763 1647.1887 0.0031 0.9778 0.1246 0.0964 0.1757 0.0130
4514B 0.0390 842.8414 0.0013 0.3834 0.3027 0.0155 0.1459 0.0208
4515 0.0445 960.1289 0.0006 0.9990 0.6800 0.0509 0.0386 0.7824
1502 0.2614 5647.0582 0.0047 0.9990 0.8497 0.1267 0.2131 0.7824
14A13 -0.1047 -2260.882 0.0035 0.8431 0.0007 0.1219 0.6482 0.1238
1312 0.1048 2264.7372 0.0036 0.8430 0.0661 0.0844 0.6489 0.1236
1211 0.1050 2267.5738 0.0035 0.9700 0.0445 0.0859 1.0029 0.1240
1103 0.1347 2909.0657 0.0036 0.9990 0.1381 0.1295 0.9216 7.5228
0912 0.0001 1.2439 0.0000 0.0198 0.0005 0.0266 0.2724 0.0450
0908 0.0133 287.6956 0.0005 0.9990 0.6777 0.0418 0.0283 0.8426
0811 0.0005 10.1694 0.0001 0.0420 0.0161 0.0043 0.0432 0.0450
0804 0.0254 548.8021 0.0008 0.9990 0.5516 0.0554 0.0496 0.7824
0201 0.5232 11301.057 0.0140 0.9990 0.5334 0.1469 0.8766 2.4073
5248 0.0168 363.4145 0.0003 0.9990 0.6095 0.0056 0.1490 2.7082
4845 0.0244 526.5597 0.0005 0.9799 0.7717 0.0210 0.2082 0.0350
4250 0.0192 413.9700 0.0007 0.9990 0.2443 0.0078 0.3613 2.7082
5338 0.0091 197.6224 0.0002 0.9990 0.0691 0.0154 0.5131 2.7082
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0012 0.0166 0.0450
4746o 0.0076 164.2735 0.0004 0.1992 0.1665 0.0056 0.0241 0.0210
4746u 0.0384 829.4581 0.0004 0.9990 1.0429 0.0396 0.0304 0.7824
4645o 0.0080 173.5659 0.0004 0.2078 0.0874 0.0096 0.0522 0.0211
4645u 0.0380 820.1467 0.0004 0.9990 0.6156 0.0415 0.0325 0.8426
3836o 0.0206 444.3804 0.0004 0.9824 0.0705 0.0472 0.4862 0.0202
3635o 0.0104 223.9945 0.0009 0.1624 0.0972 0.0032 0.0521 0.0350
2217o 0.0047 101.3822 0.0005 0.0944 0.0594 0.0040 0.0136 0.0215
2217u 0.1611 3479.7070 0.0037 0.9990 0.7708 0.1069 0.1685 0.7824
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0201
2019u 0.0405 875.3932 0.0011 0.9990 1.7244 0.0523 0.0355 0.7824
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0036 0.0372 0.0261
1918u 0.0726 1569.1116 0.0024 0.9990 1.1578 0.0715 0.0747 0.7824
1817o 0.0151 325.0888 0.0011 0.1317 0.0599 0.0071 0.0645 0.0208
1817u 0.0778 1680.9966 0.0026 0.9990 0.6697 0.0840 0.1052 0.7824
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 0.0003 0.0247
1009u 0.0132 285.8132 0.0006 0.9990 1.1515 0.0357 0.0198 0.8426
0706o 0.0006 13.8735 0.0001 0.0775 0.0361 0.0014 0.0087 0.0210
0706u 0.0114 245.6104 0.0004 0.9990 0.7101 0.0364 0.0211 0.7824
0604o 0.0045 97.5863 0.0005 0.1064 0.1431 0.0022 0.0138 0.0206
0604u 0.0457 987.4383 0.0010 0.9990 1.4135 0.0490 0.0379 0.7824
0504o 0.0000 0.5128 0.0000 0.0132 0.0183 0.0001 0.0003 0.0209
0504u 0.0128 275.9886 0.0005 0.9990 0.7339 0.0363 0.0213 0.7824
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0403u 0.1138 2458.0837 0.0036 0.9990 2.0837 0.0898 0.1198 0.7824
0302o 0.0004 9.0449 0.0001 0.0588 0.0281 0.0008 0.0077 0.0286
0302u 0.2486 5370.2881 0.0024 0.9990 0.1507 0.1287 0.3535 0.4213
14a14bo 0.0081 175.3385 0.0008 0.1136 0.0444 0.0029 0.0667 0.0350
14a14bu 0.0203 437.4548 0.0006 0.9778 0.2708 0.0430 0.0328 0.0130
FREE # 1 0.5233 11302.961
*===============================================================*
| 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 0.0766 0.0000 0.8122 0.0164 0.0196 8.9200 7.0275 Max Flow
5047 0.2589 0.0000 0.4875 0.0414 0.0467 5.7468 4.6756 Max Flow
5114b 0.0610 0.0000 1.4788 0.0158 0.0171 4.8172 3.0196 Max Flow
4342 0.0789 0.0000 0.9718 0.0161 0.0185 9.2189 7.3240 Max Flow
3736 0.0938 0.0000 0.0043 0.0689 0.0584 7.0589 5.7912 Max Flow
3534 0.4340 0.0000 0.1024 0.0582 0.0824 4.2836 4.1799 Max Flow
3422 0.4278 0.0000 0.3444 0.0576 0.0804 4.1804 3.5231 Max Flow
3130 0.1404 0.0000 0.0668 0.0167 0.0185 7.5192 5.7912 Max Flow
3024 0.4521 1.3091 1.1759 0.4296 0.3603 5.8025 3.2747 Max Flow
3036 0.2125 0.0000 0.0012 0.0954 0.1129 5.8402 5.8397 Max Flow
2827 0.1622 0.0000 1.5971 0.0860 0.0706 8.3714 6.7706 Max Flow
2726 0.2221 0.0000 0.0023 0.0233 0.0204 6.7209 6.6525 Max Flow
2629 0.1926 0.0000 0.1439 0.0914 0.1511 6.6633 6.5147 Max Flow
2930 0.4229 0.0000 0.1824 0.1244 0.1146 6.5147 5.8109 Max Flow
2725 0.2599 0.8509 0.6063 0.3504 0.3750 6.7025 5.2274 Max Flow
2524 0.2497 0.5145 1.5263 0.3476 0.2780 5.2366 3.2494 Max Flow
2422 0.6521 0.2790 0.4369 0.5197 0.3974 3.5119 2.7802 Max Flow
L575 0.2402 0.0000 1.3203 0.0862 0.1031 4.8154 3.4862 Max Flow
2117 0.1539 0.0000 0.0466 0.0285 0.0387 3.0389 2.9908 Max Flow
1714B 0.0000 0.0000 0.0000 0.0000 0.0000 2.8495 2.8495 Max Flow
1716 2.0291 -0.1704 0.1633 0.8106 0.6128 3.0534 3.0572 Max Flow
1615 1.2094 0.4208 0.3149 0.6641 0.7500 3.0598 2.3207 Max Flow
1614A 0.8292 0.3983 0.0551 0.5643 0.6593 3.0270 2.5713 Max Flow
4514B 0.5147 0.0000 0.0878 0.1475 0.1164 3.6168 3.0516 Max Flow
4515 0.1760 0.6728 1.0367 1.0107 0.2240 3.5107 1.7976 Max Flow
1502 1.3639 -0.2117 0.7611 0.6984 0.8250 2.3208 1.7953 Max Flow
14A13 0.0023 0.0000 0.0007 0.0116 0.0497 1.9185 1.9181 Max Flow
1312 1.2788 0.0000 0.1904 0.3782 0.6344 2.4922 2.3007 Max Flow
1211 1.2590 0.0000 0.1640 0.3867 0.6229 2.3036 2.1217 Max Flow
1103 1.3906 0.0000 0.2897 0.3227 0.7934 2.1260 1.8318 Max Flow
0912 0.0098 0.0000 0.0002 0.0025 0.0043 3.5073 2.2392 Max Flow
0908 0.1342 0.1606 0.3325 0.2702 0.2595 3.5069 3.0133 Max Flow
0811 0.0469 0.0000 0.6225 0.0121 0.0202 3.0210 2.0282 Max Flow
0804 0.2329 0.1874 0.3293 0.3398 0.3962 3.0062 2.4901 Max Flow
0201 3.6125 0.0000 0.1201 0.5469 0.7455 1.7957 1.6755 Max Flow
5248 0.1396 0.0000 2.2049 0.0211 0.0248 7.0281 4.8211 Max Flow
4845 0.2020 0.0000 0.1714 0.0350 0.0432 4.6433 3.6157 Max Flow
4250 0.1729 0.0000 0.3086 0.0193 0.0242 7.3243 5.7460 Max Flow
5338 0.0852 0.0000 0.0513 0.0169 0.0199 8.5204 6.0787 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.1698 0.0000 0.4732 0.0868 0.0753 4.6757 4.0833 Max Flow
4746u 0.1013 0.3342 0.2659 0.2463 0.1808 4.6392 4.0392 Max Flow
4645o 0.1740 0.0000 0.1924 0.0876 0.0831 4.0833 3.6168 Max Flow
4645u 0.0988 0.0816 0.3865 0.2437 0.2214 4.0789 3.6111 Max Flow
3836o 0.1484 0.0000 0.0037 0.0824 0.0831 6.0833 5.8397 Max Flow
3635o 0.4185 0.0000 0.5655 0.0671 0.0681 5.8398 5.2671 Max Flow
2217o 0.2393 0.0000 0.4500 0.1301 0.1245 3.5251 3.0745 Max Flow
2217u 1.0015 0.2563 0.2803 0.6160 0.7500 3.4170 2.8795 Max Flow
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2019u 0.3760 0.8995 0.5007 0.4127 0.2486 6.4867 5.0681 Max Flow
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1918u 0.7022 0.5635 1.3186 0.5337 0.3857 5.0655 3.1824 Max Flow
1817o 0.4942 0.0000 0.0853 0.1317 0.1825 3.1840 3.0817 Max Flow
1817u 0.6102 0.1961 0.2155 0.5064 0.6000 3.0125 2.6036 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.1466 0.3021 0.3996 0.2821 0.2109 4.2096 3.5071 Max Flow
0706o 0.0421 0.0000 0.1312 0.0182 0.0181 5.0188 4.5385 Max Flow
0706u 0.0872 0.2563 0.2370 0.2300 0.1848 5.0023 4.5092 Max Flow
0604o 0.2004 0.0000 1.6980 0.0501 0.0394 4.5399 2.8394 Max Flow
0604u 0.3089 0.5265 1.7451 1.0014 0.3048 4.5022 2.2269 Max Flow
0504o 0.0053 0.0000 1.5046 0.0030 0.0026 4.3065 2.8026 Max Flow
0504u 0.1328 0.5762 1.1563 0.2727 0.2149 4.3059 2.5697 Max Flow
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0403u 1.0818 0.6449 0.1738 0.6365 0.4018 2.6195 1.7682 Max Flow
0302o 0.0374 0.0000 0.0314 0.0126 0.0354 1.8557 1.8226 Max Flow
0302u 0.7061 0.0580 0.0023 0.2826 0.1706 1.8558 1.7953 Max Flow
14a14bo 0.3702 0.0000 0.0647 0.0682 0.0648 3.0552 2.6218 Max Flow
14a14bu 0.1362 0.4140 0.1934 0.2750 0.2451 2.8942 2.2828 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 16.5000 338.6667 4.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 16.3333 337.5000 6.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 1.6667 358.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.1667 354.1667 5.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 21.1667 333.1667 5.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 24.3333 335.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 349.3333 10.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 30.6667 228.8333 100.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 337.1667 0.0000 1.8333 0.0000 19.8333 0.0000 None
2524 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 320.3333 0.5000 0.0000 17.1667 20.8333 0.0000 None
L575 27.8333 332.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 41.6667 314.8333 3.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 41.5000 318.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 270.6667 34.3333 0.0000 17.5000 36.3333 0.0000 None
1615 0.5000 228.3333 0.8333 14.8333 55.0000 0.0000 60.5000 0.0000 None
1614A 0.0000 278.5000 0.0000 48.5000 27.6667 5.3333 0.0000 0.0000 None
4514B 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.8333 0.3333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 303.6667 56.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 286.8333 73.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 4.6667 282.0000 73.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 352.0000 8.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.3333 359.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 3.3333 356.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 342.5000 1.0000 0.0000 7.6667 7.6667 0.0000 None
0811 1.3333 5.8333 352.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 250.3333 62.3333 0.5000 20.0000 0.0000 26.8333 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 28.5000 331.1667 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 6.3333 348.0000 5.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 2.3333 357.3333 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 2.0000 357.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.6667 0.5000 287.8333 4.8333 0.0000 35.5000 30.6667 0.0000 None
4645o 0.0000 4.0000 356.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 283.0000 1.3333 0.0000 72.3333 2.1667 0.0000 None
3836o 0.0000 355.0000 5.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635o 11.0000 16.1667 332.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217o 0.0000 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 308.8333 26.0000 0.1667 0.0000 25.0000 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 359.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 15.0000 7.0000 338.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 2.5000 263.1667 2.5000 10.1667 17.0000 64.6667 0.0000 None
1009o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.6667 0.5000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 11.8333 348.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 337.6667 0.6667 0.0000 18.8333 1.6667 0.0000 None
0604o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.3333 0.8333 340.6667 0.0000 0.0000 0.0000 18.1667 0.0000 None
0302o 4.0000 5.8333 350.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 178.3333 162.3333 0.0000 15.3333 2.8333 0.0000 None
14a14bo 0.3333 5.1667 354.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
14a14bu 0.0000 0.0000 273.8333 16.6667 0.0000 65.1667 4.3333 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 345.5000 351.5000 6.0000 0.0000
5047 28.4444 28.4722 0.0000 0.0000
5114b 13.6667 13.6944 261.4167 0.0000
4342 348.3750 352.2083 3.8333 0.0000
3736 49.8958 51.5903 146.9792 0.0000
3534 337.9722 337.9722 0.0417 0.0000
3422 14.2222 14.2500 260.0000 0.0000
3130 42.1389 43.5833 185.1389 0.0000
3024 0.0000 0.0000 305.9028 0.0000
3036 0.0000 8.5000 0.0000 0.0000
2827 0.2222 1.6667 86.1389 0.0000
2726 337.5417 337.5417 0.0000 0.0000
2629 66.6389 67.0556 0.0000 0.0000
2930 44.3611 44.5556 0.0000 0.0000
2725 0.0000 0.0000 320.0278 0.0000
2524 18.7778 21.8861 330.2569 0.0000
2422 292.9167 318.0139 80.2417 0.0000
L575 8.3889 8.3889 0.0000 0.0000
2117 4.1111 14.2500 264.7500 0.0000
1714B 0.0000 0.0000 0.0000 0.0000
1716 304.0833 318.4583 247.6250 0.0000
1615 197.4167 272.0000 0.2083 0.0000
1614A 0.0278 22.3889 0.0000 0.0000
4514B 35.6111 35.7083 291.2500 0.0000
4515 264.5000 267.5833 23.0000 0.0000
1502 2.1667 2.6667 78.4861 0.0000
14A13 272.3750 274.9167 0.0000 0.0000
1312 310.9861 325.1667 0.0000 0.0000
1211 338.7361 338.7778 0.0000 0.0000
1103 77.5833 95.4028 1.5000 0.0000
0912 325.4722 325.4722 0.0000 0.0000
0908 335.7083 341.8611 0.0000 0.0000
0811 324.1667 324.1667 0.0278 0.0000
0804 307.3750 337.8500 0.0000 0.0000
0201 7.7758 10.8988 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 68.7500 68.7917 0.0000 0.0000
4250 118.2917 118.2917 0.0000 0.0000
5338 354.9583 359.8333 4.8750 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 335.5139 335.8472 0.0000 0.0000
4746u 1.2083 265.6667 284.3750 0.0000
4645o 337.9722 337.9722 0.0000 0.0000
4645u 281.2083 282.0417 7.6250 0.0000
3836o 355.0000 355.0000 0.0000 0.0000
3635o 0.0000 0.0000 0.0000 0.0000
2217o 316.6000 316.7111 310.5000 0.0000
2217u 0.0000 0.0000 4.5333 0.0000
2019o 0.0000 0.0000 0.0000 0.0000
2019u 276.5417 348.8750 355.7500 0.0000
1918o 0.0000 0.0000 0.0000 0.0000
1918u 332.3611 332.5278 333.6944 0.0000
1817o 0.0000 0.0000 3.3958 0.0000
1817u 253.1667 305.8194 2.0417 0.0000
1009o 0.0000 0.0000 0.0000 0.0000
1009u 294.5278 344.3194 299.8889 0.0000
0706o 336.5556 336.5556 0.0000 0.0000
0706u 305.5833 334.9306 21.6250 0.0000
0604o 0.1944 0.1944 336.7847 0.0000
0604u 322.5000 331.6944 332.4444 0.0000
0504o 0.0000 0.0000 325.3889 0.0000
0504u 332.8611 332.9722 14.8333 0.0000
0403o 0.0000 0.0000 0.0000 0.0000
0403u 48.8750 113.8056 305.0417 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 182.0000 340.0556 0.0000 0.0000
14a14bo 17.1667 17.1667 309.0556 0.0000
14a14bu 261.4167 280.2083 0.2639 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 0.1361 0.1681 0.1361 0.0228 0.0311 0.0228 0.1674 0.1850 0.1674 11.0462 12.2073 11.0462 0.0235
5047 0.1292 0.4419 0.1292 0.0001 0.2588 0.0001 0.0006 0.5857 0.0006 0.0280 27.5273 0.0280 0.0598
5114b 0.0643 0.2199 0.0643 0.0000 0.0696 0.0000 0.0002 0.3165 0.0002 0.0087 15.8256 0.0087 0.0323
4342 0.1451 0.1854 0.1451 0.0244 0.0302 0.0244 0.1680 0.1627 0.1680 9.2383 8.9497 9.2383 0.0213
3736 0.0166 0.0751 0.0166 0.0014 0.0909 0.0014 0.0872 1.2111 0.0872 4.3614 60.5526 4.3614 0.2116
3534 0.0846 0.5402 0.0846 0.0000 0.4340 0.0000 0.0004 0.8034 0.0004 0.0042 8.0341 0.0042 0.0820
3422 0.0927 0.4360 0.0927 0.0001 0.4278 0.0001 0.0010 0.9811 0.0010 0.0401 39.2422 0.0401 0.1001
3130 0.0210 0.0987 0.0210 0.0000 0.1404 0.0000 0.0005 1.4228 0.0005 0.0284 78.2521 0.0284 0.0719
3036 0.0301 0.1133 0.0301 0.0083 0.1960 0.0083 0.2772 1.7296 0.2772 4.9894 31.1322 4.9894 0.2712
2827 0.0000 0.9676 0.0000 0.0000 0.1622 0.0000 0.0000 0.1676 0.0000 0.0000 8.3817 0.0000 0.0710
2726 0.0329 0.1341 0.0329 0.0000 0.2221 0.0000 0.0009 1.6562 0.0009 0.0087 16.5616 0.0087 0.0836
2629 0.0188 0.2847 0.0188 0.0000 0.1926 0.0000 0.0001 0.6765 0.0001 0.0055 30.4442 0.0055 0.1427
2930 0.0704 0.4785 0.0704 0.0009 0.4212 0.0009 0.0123 0.8803 0.0123 0.5888 42.2523 0.5888 0.1676
L575 0.0000 0.4383 0.0000 0.0000 0.2403 0.0000 0.0000 0.5481 0.0000 0.0000 32.8878 0.0000 0.1052
2117 0.0389 0.2055 0.0389 0.0000 0.1552 0.0000 0.0005 0.7552 0.0005 0.0049 7.5522 0.0049 0.0771
1714B 0.0515 0.2133 0.0515 0.0245 0.3034 0.0054 0.4747 1.4228 0.1041 13.2908 39.8384 2.9161 0.2338
4514B 0.0980 0.5692 0.0556 0.0263 0.4881 0.0005 0.2682 0.8575 0.0093 6.4360 20.5810 0.2239 0.1648
14A13 0.1597 0.4588 0.0000 0.0146 1.2678 0.0000 0.0913 2.7633 0.0000 0.9132 27.6329 0.0000 0.8909
1312 0.0000 0.4285 0.0000 0.0000 1.2789 0.0000 0.0000 2.9848 0.0000 0.0000 41.7874 0.0000 0.6277
1211 0.0000 0.2487 0.0000 0.0000 1.2591 0.0000 0.0000 5.0633 0.0000 0.0000 187.3434 0.0000 0.6981
1103 0.1270 0.3644 0.0000 0.0550 1.3358 0.0000 0.4332 3.6662 0.0000 15.1630 128.3153 0.0000 0.7637
0912 0.0012 0.0085 0.0012 0.0000 0.0098 0.0000 0.0007 1.1533 0.0007 0.0381 63.4340 0.0381 0.1177
0811 0.0150 0.1109 0.0150 0.0000 0.0469 0.0000 0.0001 0.4224 0.0001 0.0051 23.2304 0.0051 0.0431
0201 0.0790 1.1753 0.0797 0.0262 3.5774 0.0090 0.3322 3.0439 0.1129 3.3222 30.4388 1.1293 0.7458
5248 0.2600 0.3153 0.2600 0.0386 0.0630 0.0386 0.1483 0.1998 0.1483 8.6032 11.5888 8.6032 0.0250
4845 0.0789 0.2697 0.0789 0.0001 0.2019 0.0001 0.0010 0.7486 0.0010 0.0583 44.9132 0.0583 0.0764
4250 0.1331 0.1509 0.1331 0.0643 0.0442 0.0643 0.4833 0.2928 0.4833 28.0309 16.9841 28.0309 0.0343
5338 0.0601 0.0653 0.0601 0.0285 0.0283 0.0285 0.4744 0.4325 0.4744 37.0049 33.7334 37.0049 0.0482
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 0.7912 0.0000 0.0000 0.1698 0.0000 0.0000 0.2147 0.0000 0.0000 5.3663 0.0000 0.0794
4645o 0.0000 0.5134 0.0000 0.0000 0.1740 0.0000 0.0000 0.3389 0.0000 0.0000 11.1828 0.0000 0.0998
3836o 0.0249 0.1070 0.0249 0.0028 0.1429 0.0028 0.1111 1.3349 0.1111 4.4429 53.3941 4.4429 0.2230
3635o 0.3183 0.4981 0.3630 0.0834 0.2121 0.1230 0.2620 0.4259 0.3389 5.2397 8.5175 6.7776 0.0686
2217o 0.0000 0.9034 0.0202 0.0000 0.2394 0.0000 0.0000 0.2649 0.0000 0.0000 9.2729 0.0001 0.1248
2019o 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
1918o 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
1817o 0.0794 0.5766 0.0793 0.0025 0.4912 0.0005 0.0314 0.8518 0.0069 0.6915 18.7404 0.1517 0.1641
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0706o 0.1020 0.2835 0.1020 0.0010 0.0401 0.0010 0.0096 0.1415 0.0096 0.2884 4.2458 0.2884 0.0283
0604o 0.3402 0.9455 0.3402 0.0064 0.1876 0.0064 0.0189 0.1984 0.0189 1.0766 11.3071 1.0766 0.0397
0504o 0.0789 0.2193 0.0789 0.0000 0.0052 0.0000 0.0003 0.0238 0.0003 0.0171 1.5000 0.0171 0.0048
0403o 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
0302o 0.1487 0.1575 0.1488 0.0008 0.0327 0.0040 0.0053 0.2076 0.0269 0.0532 2.0762 0.2694 0.0260
14a14bo 0.1326 0.3135 0.1326 0.0179 0.3346 0.0179 0.1348 1.0675 0.1348 1.3484 10.6752 1.3484 0.0967
*========================================================*
| 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 0.2107 0.2875 0.2107 0.7088 0.09730 34.903 0.2107 0.2875 0.2107 0.7088 0.09730 34.903 0.0000 0.0000 0.0000 None
5047 .000760 2.5579 .000760 2.5595 0.08008 9.9199 .000760 2.5579 .000760 2.5595 0.08008 9.9199 0.0000 0.0000 0.0000 None
5114b .000147 0.9171 .000147 0.9174 0.08923 9.9108 .000147 0.9171 .000147 0.9174 0.08923 9.9108 0.0000 0.0000 0.0000 None
4342 0.1876 0.2322 0.1876 0.6073 0.09775 39.902 0.1876 0.2322 0.1876 0.6073 0.09775 39.902 0.0000 0.0000 0.0000 None
3736 0.2707 16.991 0.2707 17.532 1.0645 13.935 0.2707 16.991 0.2707 17.532 1.0645 13.935 0.0000 0.0000 0.0000 None
3534 .000355 4.3319 .000355 4.3326 0.08975 9.9102 .000355 4.3319 .000355 4.3326 0.08975 9.9102 0.0000 0.0000 0.0000 None
3422 .001021 4.7003 .001021 4.7023 0.07998 9.9200 .001021 4.7003 .001021 4.7023 0.07998 9.9200 0.0000 0.0000 0.0000 None
3130 .000542 7.0260 .000542 7.0271 0.08563 19.914 .000542 7.0260 .000542 7.0271 0.08563 19.914 0.0000 0.0000 0.0000 None
3036 1.2875 30.280 1.2875 32.855 1.6735 18.326 1.2875 30.280 1.2875 32.855 1.6735 18.326 0.0000 0.0000 0.0000 None
2827 0.0000 0.8962 0.0000 0.8962 3.5493 11.451 0.0000 0.8962 0.0000 0.8962 3.5493 11.451 0.0000 0.0000 0.0000 None
2726 .002049 15.838 .002049 15.842 0.07909 19.921 .002049 15.838 .002049 15.842 0.07909 19.921 0.0000 0.0000 0.0000 None
2629 .000043 3.6200 .000043 3.6201 5.8114 14.189 .000043 3.6200 .000043 3.6201 5.8114 14.189 0.0000 0.0000 0.0000 None
2930 0.02015 9.8237 0.02015 9.8640 5.0109 14.989 0.02015 9.8237 0.02015 9.8640 5.0109 14.989 0.0000 0.0000 0.0000 None
L575 0.0000 1.7101 0.0000 1.7101 4.7911 15.209 0.0000 1.7101 0.0000 1.7101 4.7911 15.209 0.0000 0.0000 0.0000 None
2117 .000847 6.8382 .000847 6.8399 0.08716 9.9128 .000847 6.8382 .000847 6.8399 0.08716 9.9128 0.0000 0.0000 0.0000 None
1714B 1.7632 21.869 0.3866 24.019 0.7743 21.322 1.7632 21.869 0.3866 24.019 0.7743 21.322 0.0000 0.0000 0.0000 None
4514B 0.5064 9.4049 .009997 9.9213 0.09310 19.852 0.5064 9.4049 .009997 9.9213 0.09310 19.852 0.0000 0.0000 0.0000 None
14A13 0.1403 12.196 0.0000 12.337 10.489 18.472 0.1403 12.196 0.0000 12.337 10.489 18.472 0.0000 0.0000 0.0000 None
1312 0.0000 11.076 0.0000 11.076 16.058 25.385 0.0000 11.076 0.0000 11.076 16.058 25.385 0.0000 0.0000 0.0000 None
1211 0.0000 19.043 0.0000 19.043 12.847 28.356 0.0000 19.043 0.0000 19.043 12.847 28.356 0.0000 0.0000 0.0000 None
1103 0.7486 18.175 0.0000 18.923 23.271 36.645 0.7486 18.175 0.0000 18.923 23.271 36.645 0.0000 0.0000 0.0000 None
0912 .000500 6.1551 .000500 6.1561 0.08823 9.9118 .000500 6.1551 .000500 6.1561 0.08823 9.9118 0.0000 0.0000 0.0000 None
0811 .000034 1.1538 .000034 1.1539 0.09569 9.9043 .000034 1.1538 .000034 1.1539 0.09569 9.9043 0.0000 0.0000 0.0000 None
0201 0.3503 47.768 0.1202 48.238 24.020 36.863 0.3503 47.768 0.1202 48.238 24.020 36.863 0.0000 0.0000 0.0000 None
5248 0.2001 0.3269 0.2001 0.7272 0.09700 29.903 0.2001 0.3269 0.2001 0.7272 0.09700 29.903 0.0000 0.0000 0.0000 None
4845 .001462 3.8502 .001462 3.8531 0.07454 9.9255 .001462 3.8502 .001462 3.8531 0.07454 9.9255 0.0000 0.0000 0.0000 None
4250 0.8999 0.6182 0.8999 2.4181 0.09514 49.905 0.8999 0.6182 0.8999 2.4181 0.09514 49.905 0.0000 0.0000 0.0000 None
5338 1.1945 1.1841 1.1945 3.5732 0.09235 34.908 1.1945 1.1841 1.1945 3.5732 0.09235 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 1.2362 0.0000 1.2362 10.943 19.057 0.0000 1.2362 0.0000 1.2362 10.943 19.057 0.0000 0.0000 0.0000 None
4645o 0.0000 2.2725 0.0000 2.2725 10.929 19.071 0.0000 2.2725 0.0000 2.2725 10.929 19.071 0.0000 0.0000 0.0000 None
3836o 0.3804 19.663 0.3804 20.424 3.2246 16.775 0.3804 19.663 0.3804 20.424 3.2246 16.775 0.0000 0.0000 0.0000 None
3635o 0.5284 1.3442 0.7795 2.6521 14.503 41.802 0.5284 1.3442 0.7795 2.6521 14.503 41.802 0.0000 0.0000 0.0000 None
2217o 0.0000 2.1142 .44E-06 2.1142 10.911 15.001 0.0000 2.1142 .44E-06 2.1142 10.911 15.001 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
1918o 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 None
1817o 0.04724 9.3008 0.01036 9.3584 8.2943 19.672 0.04724 9.3008 0.01036 9.3584 8.2943 19.672 0.0000 0.0000 0.0000 None
1009o 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 None
0706o 0.01606 0.6572 0.01606 0.6894 1.8207 8.1793 0.01606 0.6572 0.01606 0.6894 1.8207 8.1793 0.0000 0.0000 0.0000 None
0604o 0.03952 1.1538 0.03952 1.2328 1.5478 8.4522 0.03952 1.1538 0.03952 1.2328 1.5478 8.4522 0.0000 0.0000 0.0000 None
0504o .000139 0.03369 .000139 0.03397 2.3857 7.6143 .000139 0.03369 .000139 0.03397 2.3857 7.6143 0.0000 0.0000 0.0000 None
0403o 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
0302o 0.01466 0.6066 0.07438 0.6957 28.590 39.076 0.01466 0.6066 0.07438 0.6957 28.590 39.076 0.0000 0.0000 0.0000 None
14a14bo 0.2681 5.0173 0.2681 5.5535 12.656 43.344 0.2681 5.0173 0.2681 5.5535 12.656 43.344 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 8.9200 7.0281 66.0000 17.5000 17.4027 17.4027 5.0000 17.4027 17.4027 5.0000 34.8054 34.8054
5047 5.7468 4.6757 47.0000 9.9000 9.8199 9.8199 9.8000 0.0199 0.0199 0.0000 9.8398 9.8398
5114b 4.8199 3.0552 50.0000 9.9000 9.8108 9.8108 9.8000 0.0108 0.0108 0.0000 9.8215 9.8215
4342 9.2189 7.3243 55.0000 20.0000 19.9023 19.9023 5.0000 19.9023 19.9023 5.0000 39.8045 39.8045
3736 7.0589 5.8403 50.0000 11.4000 10.3355 10.3355 7.9000 2.5355 2.5355 0.1000 12.8709 12.8709
3534 4.2838 4.1804 10.0000 9.9000 9.8102 9.8102 9.8000 0.0102 0.0102 0.0000 9.8205 9.8205
3422 4.1804 3.5252 40.0000 9.9000 9.8200 9.8200 9.8000 0.0200 0.0200 0.0000 9.8400 9.8400
3130 7.5192 5.8403 55.0000 19.9000 19.8144 19.8144 19.8000 0.0144 0.0144 0.0000 19.8287 19.8287
3036 5.8403 5.8398 18.0000 14.0000 12.3265 12.3265 8.1000 4.3265 4.3265 0.1000 16.6530 16.6530
2827 8.3714 6.7706 50.0000 11.4000 7.8507 7.8507 7.9000 0.0507 0.0507 0.1000 7.9015 7.9015
2726 6.7209 6.6633 10.0000 19.9000 19.8209 19.8209 19.8000 0.0209 0.0209 0.0000 19.8418 19.8418
2629 6.6633 6.5147 45.0000 14.0000 8.1886 8.1886 8.1000 0.1886 0.1886 0.1000 8.3771 8.3771
2930 6.5147 5.8403 48.0000 14.0000 8.9891 8.9891 8.1000 0.9891 0.9891 0.1000 9.9782 9.9782
L575 4.8154 3.5252 60.0000 10.0000 5.2089 5.2089 9.9000 5.2089 5.2089 9.9000 10.4178 10.4178
2117 3.0548 3.0543 10.0000 9.9000 9.8128 9.8128 9.8000 0.0128 0.0128 0.0000 9.8257 9.8257
1714B 3.0543 3.0552 28.0000 19.0000 18.2257 18.2257 8.1000 2.3216 2.3216 0.1000 20.5473 20.5473
4514B 3.6168 3.0552 24.0000 19.0000 18.9069 18.9069 8.1000 0.8516 0.8516 0.1000 19.7585 19.7585
14A13 2.4922 2.6234 10.0000 13.6000 3.1109 3.1109 1.6000 4.8718 4.8718 6.4000 7.9827 7.9827
1312 2.4922 2.3036 14.0000 19.0000 2.9418 2.9418 3.1000 6.3847 6.3847 6.6000 9.3266 9.3266
1211 2.3036 2.1260 37.0000 16.9000 4.0531 4.0531 5.5000 11.4562 11.4562 13.6000 15.5092 15.5092
1103 2.1260 1.8559 35.0000 33.1000 9.8294 9.8294 3.8000 3.5454 3.5454 3.9000 13.3748 13.3748
0912 3.5073 2.3036 55.0000 9.9000 9.8118 9.8118 9.8000 0.0118 0.0118 0.0000 9.8235 9.8235
0811 3.0210 2.1260 55.0000 9.9000 9.8043 9.8043 9.8000 0.0043 0.0043 0.0000 9.8086 9.8086
0201 1.7958 1.6835 10.0000 33.1000 9.0799 9.0799 3.8000 3.7627 3.7627 2.0000 12.8426 12.8426
5248 7.0281 4.8211 58.0000 15.0000 14.9030 14.9030 5.0000 14.9030 14.9030 5.0000 29.8060 29.8060
4845 4.6433 3.6168 60.0000 9.9000 9.8255 9.8255 9.8000 0.0255 0.0255 0.0000 9.8509 9.8509
4250 7.3243 5.7468 58.0000 25.0000 24.9049 24.9049 5.0000 24.9049 24.9049 5.0000 49.8097 49.8097
5338 8.5204 6.0833 78.0000 17.5000 17.4076 17.4076 5.0000 17.4076 17.4076 5.0000 34.8153 34.8153
3851 6.0833 4.8173 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.6757 4.0833 25.0000 19.0000 8.0567 8.0567 8.1000 0.0567 0.0567 0.1000 8.1134 8.1134
4645o 4.0833 3.6168 33.0000 19.0000 8.0713 8.0713 8.1000 0.0713 0.0713 0.1000 8.1425 8.1425
3836o 6.0833 5.8398 40.0000 14.0000 10.7754 10.7754 8.1000 2.7754 2.7754 0.1000 13.5509 13.5509
3635o 5.8398 5.2671 20.0000 19.6000 5.0972 5.0972 5.2000 22.2021 22.2021 6.5000 27.2992 27.2992
2217o 3.5252 3.0745 35.0000 11.0000 0.0892 0.0892 0.1000 4.0010 4.0010 4.0000 4.0902 4.0902
2019o 5.0681 5.0681 30.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
1918o 5.0682 3.1840 110.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
1817o 3.1840 3.0817 22.0000 19.0000 10.7057 10.7057 8.1000 0.6717 0.6717 0.1000 11.3773 11.3773
1009o 4.2096 3.5073 50.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0706o 5.0188 4.5399 30.0000 7.5000 5.6793 5.6793 5.0000 0.6793 0.6793 0.0000 6.3587 6.3587
0604o 4.5399 2.8394 57.0000 7.5000 5.9522 5.9522 5.0000 0.9522 0.9522 0.0000 6.9044 6.9044
0504o 4.3066 2.8026 63.0000 7.5000 5.1143 5.1143 5.0000 0.1143 0.1143 0.0000 5.2286 5.2286
0403o 1.8559 1.8559 20.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0302o 1.8559 1.8226 10.0000 37.0000 8.4098 8.4098 8.0000 2.0762 2.0762 0.0000 10.4859 10.4859
14a14bo 3.0552 2.6234 10.0000 28.0000 15.3440 15.3440 8.0000 15.3440 15.3440 8.0000 30.6880 30.6880
*=========================================================*
| 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 0.0767 177.0468 0.1491 0.5123 ## N54 8.9000 8.9200
5047 0.2590 689.7541 0.4769 1.9245 ## N53 8.5000 8.5204
5114b 0.0696 120.0166 0.3801 0.4813 ## N52 7.0000 7.0281
4342 0.0789 173.8924 0.1822 0.3544 ## N38 5.0000 6.0833
3736 0.0938 186.1029 0.7023 12.9396 ## N51 3.8000 4.8199
3534 0.4341 282.7960 0.5400 6.4365 ## N48 3.6000 4.6433
3422 0.4279 290.1788 0.4387 7.1097 ## N50 4.7000 5.7468
3130 0.1404 272.5165 0.3217 5.7515 ## N47 3.6000 4.6757
3024 0.4521 1839.5152 2.9514 7.6082 ## N46 3.0000 4.0833
3036 0.2126 -447.6805 -0.1840 41.3000 ## N45 2.5000 3.6168
2827 0.1622 318.3809 0.9559 0.3741 ## N43 9.2000 9.2189
2726 0.2221 108.7622 0.1425 12.7422 ## N42 7.3000 7.3243
2629 0.1926 169.5928 0.2846 29.0284 ## N37 7.0000 7.0589
2930 0.4229 700.1361 0.7922 12.2336 ## N36 4.4700 5.8398
2725 0.2600 774.5252 2.3728 3.3390 ## N35 3.2000 4.2838
2524 0.2518 771.8566 2.4718 5.5326 ## N34 4.1000 4.1804
2422 0.6521 2616.7421 2.2994 11.2338 ## N31 7.5000 7.5192
L575 0.2403 490.5449 0.4540 3.1787 ## N30 4.2000 5.8403
2117 0.1553 275.2072 0.4111 7.6751 ## N29 6.4000 6.5147
1714B -0.3332 -353.9444 -0.3159 54.1762 ## N28 8.3000 8.3714
1716 2.0310 6327.5551 2.3293 26.0812 ## N27 5.3500 6.7209
1615 1.2100 4683.4707 2.7235 12.4759 ## N26 6.5000 6.6633
1614A 0.8303 1647.1887 1.8724 4.6313 ## N25 4.8700 5.6641
4514B 0.5149 842.8414 0.9835 8.5164 ## N24 2.5900 4.1017
4515 0.1760 960.1289 2.4625 1.9823 ## N23 4.7000 4.8154
1502 1.3639 5647.0582 2.6895 46.9630 ## N22 1.8600 3.5252
14A13 -1.2824 -2260.8824 -0.4494 25.9963 ## N21 2.0000 3.0548
1312 1.2789 2264.7372 0.4296 41.7784 ## N20 6.0000 6.4872
1211 1.2591 2267.5738 0.2497 190.2900 ## N19 4.5000 5.0682
1103 1.3908 2909.0657 0.3863 143.6432 ## N18 1.9000 3.1840
0912 0.0098 1.2439 0.0090 11.0934 ## N17 1.7500 3.0543
0908 0.1342 287.6956 1.2023 5.6044 ## N16 1.3400 3.0649
0811 0.0469 10.1694 0.2228 2.8657 ## N15 1.2100 2.3214
0804 0.2329 548.8021 1.4553 8.2728 ## N14B 1.8000 3.0552
0201 3.6127 11301.0565 1.3682 35.1816 ## N14A 1.6000 2.6234
5248 0.1401 363.4145 0.2831 0.2677 ## N13 1.8600 2.4922
4845 0.2020 526.5597 0.2998 4.8251 ## N12 1.6800 2.3036
4250 0.1729 413.9700 0.1397 2.1578 ## N11 1.3400 2.1260
5338 0.0853 197.6224 0.2064 3.4465 ## N10 3.6000 4.2096
3851 0.0000 0.0000 0.0000 0.0349 ## N9 2.5000 3.5073
4746o 0.1698 164.2735 0.7923 0.7519 ## N8 2.0000 3.0210
4746u 0.1013 829.4581 1.4185 2.4109 ## N7 4.0000 5.0188
4645o 0.1740 173.5659 0.5110 2.6645 ## N6 3.5000 4.5399
4645u 0.0988 820.1467 1.3747 3.1094 ## N5 3.3000 4.3066
3836o 0.1484 444.3804 0.1150 37.9883 ## N4 1.7000 2.6399
3635o 0.4186 223.9945 0.4674 2.0902 ## N3 1.1000 1.8559
2217o 0.2394 101.3822 0.9036 2.5639 ## N2 1.0500 1.7958
2217u 1.0015 3479.7070 2.2552 16.2057 ## N1 0.9300 1.6835
2019o 0.0000 0.0000 0.0000 0.0000 ##
2019u 0.3761 875.3932 2.4716 1.8349 ##
1918o 0.0000 0.0000 0.0000 2.6025 ##
1918u 0.7024 1569.1116 2.5240 15.3389 ##
1817o 0.4942 325.0888 0.5529 18.7185 ##
1817u 0.6107 1680.9966 2.1513 6.5103 ##
1009o 0.0000 0.0000 0.0000 0.0043 ##
1009u 0.1466 285.8132 1.6489 5.1391 ##
0706o 0.0421 13.8735 0.2674 0.3890 ##
0706u 0.0872 245.6104 1.2159 2.1539 ##
0604o 0.2004 97.5863 0.8462 0.3128 ##
0604u 0.3089 987.4383 2.7776 3.3182 ##
0504o 0.0053 0.5128 0.2092 0.0025 ##
0504u 0.1328 275.9886 1.8537 2.6507 ##
0403o 0.0000 0.0000 0.0000 0.0000 ##
0403u 1.0818 2458.0837 2.4915 9.0267 ##
0302o 0.0375 9.0449 0.1559 2.1738 ##
0302u 0.7068 5370.2881 0.7795 26.8097 ##
14a14bo 0.3704 175.3385 0.3192 3.3667 ##
14a14bu 0.1362 437.4548 1.9027 0.7177 ##
FREE # 1 3.9053 11302.9615 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 0.0767 177.0468
N50 N47 0.2590 689.7541
N51 N14B 0.0696 120.0166
N43 N42 0.0789 173.8924
N37 N30 0.0938 186.1029
N35 N34 0.4341 282.7960
N34 N22 0.4279 290.1788
N31 N30 0.1404 272.5165
N30 N24 0.4521 1839.5152
N30 N36 0.2126 -447.6805
N28 N27 0.1622 318.3809
N27 N26 0.2221 108.7622
N26 N29 0.1926 169.5928
N29 N30 0.4229 700.1361
N27 N25 0.2600 774.5252
N25 N24 0.2518 771.8566
N24 N22 0.6521 2616.7421
N23 N22 0.2403 490.5449
N21 N17 0.1553 275.2072
N17 N14B -0.3332 -353.9444
N17 N16 2.0310 6327.5551
N16 N15 1.2100 4683.4707
N16 N14A 0.8303 1647.1887
N45 N14B 0.5149 842.8414
N45 N15 0.1760 960.1289
N15 N2 1.3639 5647.0582
N13 N14A 1.2824 2260.8824
N13 N12 1.2789 2264.7372
N12 N11 1.2591 2267.5738
N11 N3 1.3908 2909.0657
N9 N12 0.0098 1.2439
N9 N8 0.1342 287.6956
N8 N11 0.0469 10.1694
N8 N4 0.2329 548.8021
N2 N1 3.6127 11301.0565
N52 N48 0.1401 363.4145
N48 N45 0.2020 526.5597
N42 N50 0.1729 413.9700
N53 N38 0.0853 197.6224
N47 N46 0.3718 993.7316
N46 N45 0.3711 993.7126
N38 N36 0.1484 444.3804
N36 N35 0.4186 223.9945
N22 N17 1.1794 3581.0892
N20 N19 0.3761 875.3932
N19 N18 0.7024 1569.1116
N18 N17 0.8711 The text continues on section 5.