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e20y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:40.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 8 line(s) and found 5 items(s) from your cfg file.
Input File : C:\XPS\eagill\existing.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\Eagle\Flows.int
Input File to Layer # 2 C:\XPS\Eagle\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
$minlen=10.0 10.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 70
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 69
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 69
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 649
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 44
Number of Storage junctions in Extran (NVSE)........ 0
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 0
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 70
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 70
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
EAGLE DRIVE TEWANTIN
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 9.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 5
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 54.5000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
2 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N52#1 N52 38.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
4 N52#2 N52 38.000 .22400 9.00 3.000 0.020 0.045 0.000 0.000 0.00
5 N48#1 N48 32.000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
6 N48#2 N48 32.000 .19500 0.00 4.000 0.020 0.045 0.000 0.000 0.00
7 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
8 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
9 N42#1 N42 45.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
10 N42#2 N42 45.000 .28900 0.00 3.000 0.020 0.045 0.000 0.000 0.00
11 N50#1 N50 55.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
12 N50#2 N50 55.000 .30300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
13 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
14 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
15 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
16 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
17 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
18 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N38#1 N38 6.0000 .43000E-01100.00 3.500 0.020 0.045 0.000 0.000 0.00
20 N38#2 N38 35.000 .25000 0.00 3.500 0.020 0.045 0.000 0.000 0.00
21 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
22 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
23 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
24 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
25 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
26 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
27 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
28 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
29 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
30 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
31 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
32 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
33 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
34 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
35 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
36 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
37 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
38 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
39 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
40 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
41 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
42 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
43 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
44 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
45 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
46 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
47 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
50 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
51 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
52 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
53 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
54 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
55 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
56 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
57 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
58 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
59 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
60 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
62 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
63 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
64 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
65 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
66 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
67 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
68 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
69 N51#1 N51 30.000 .10000E-02100.00 3.800 0.020 0.045 0.000 0.000 0.00
70 N51#2 N51 30.000 .14300 0.00 3.800 0.020 0.045 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N54#1 0.0010 2.0000 2.0000
2 N54#2 0.0010 2.0000 2.0000
3 N52#1 0.0010 2.0000 2.0000
4 N52#2 0.0010 2.0000 2.0000
5 N48#1 0.0010 2.0000 2.0000
6 N48#2 0.0010 2.0000 2.0000
7 N43#1 0.0010 2.0000 2.0000
8 N43#2 0.0010 2.0000 2.0000
9 N42#1 0.0010 2.0000 2.0000
10 N42#2 0.0010 2.0000 2.0000
11 N50#1 0.0010 2.0000 2.0000
12 N50#2 0.0010 2.0000 2.0000
13 N47#1 0.0010 2.0000 2.0000
14 N47#2 0.0010 2.0000 2.0000
15 N45#1 0.0010 2.0000 2.0000
16 N45#2 0.0010 2.0000 2.0000
17 N53#1 0.0010 2.0000 2.0000
18 N53#2 0.0010 2.0000 2.0000
19 N38#1 0.0010 2.0000 2.0000
20 N38#2 0.0010 2.0000 2.0000
21 N37#1 0.0010 2.0000 2.0000
22 N37#2 0.0010 2.0000 2.0000
23 N31#1 0.0010 2.0000 2.0000
24 N31#2 0.0010 2.0000 2.0000
25 N28#1 0.0010 2.0000 2.0000
26 N28#2 0.0010 2.0000 2.0000
27 N27#1 0.0010 2.0000 2.0000
28 N27#2 0.0010 2.0000 2.0000
29 N35#1 0.0010 2.0000 2.0000
30 N35#2 0.0010 2.0000 2.0000
31 N23#1 0.0010 2.0000 2.0000
32 N23#2 0.0010 2.0000 2.0000
33 N22#1 0.0010 2.0000 2.0000
34 N22#2 0.0010 2.0000 2.0000
35 N21#1 0.0010 2.0000 2.0000
36 N21#2 0.0010 2.0000 2.0000
37 N20#1 0.0010 2.0000 2.0000
38 N20#2 0.0010 2.0000 2.0000
39 N19#1 0.0010 2.0000 2.0000
40 N19#2 0.0010 2.0000 2.0000
41 N18#1 0.0010 2.0000 2.0000
42 N18#2 0.0010 2.0000 2.0000
43 N17#1 0.0010 2.0000 2.0000
44 N17#2 0.0010 2.0000 2.0000
45 N10#1 0.0010 2.0000 2.0000
46 N10#2 0.0010 2.0000 2.0000
47 N8#1 0.0010 2.0000 2.0000
48 N8#2 0.0010 2.0000 2.0000
49 N7#1 0.0010 2.0000 2.0000
50 N7#2 0.0010 2.0000 2.0000
51 N6#1 0.0010 2.0000 2.0000
52 N6#2 0.0010 2.0000 2.0000
53 N5#1 0.0010 2.0000 2.0000
54 N5#2 0.0010 2.0000 2.0000
55 N4#1 0.0010 2.0000 2.0000
56 N4#2 0.0010 2.0000 2.0000
57 N11#1 0.0010 2.0000 2.0000
58 N11#2 0.0010 2.0000 2.0000
59 N2#1 0.0010 2.0000 2.0000
60 N2#2 0.0010 2.0000 2.0000
61 N26#1 0.0010 2.0000 2.0000
62 N26#2 0.0010 2.0000 2.0000
63 N29#1 0.0010 2.0000 2.0000
64 N29#2 0.0010 2.0000 2.0000
65 N30#1 0.0010 2.0000 2.0000
66 N30#2 0.0010 2.0000 2.0000
67 N36#1 0.0010 2.0000 2.0000
68 N36#2 0.0010 2.0000 2.0000
69 N51#1 0.0010 2.0000 2.0000
70 N51#2 0.0010 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N51#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N51#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 70
Total Tributary Area (hectares). 13.42
Impervious Area (hectares)...... 5.76
Pervious Area (hectares)........ 7.66
Total Width (hectares).......... 2029.70
Percent Imperviousness.......... 42.92
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N54 No Tributary Channel/Pipes
Tributary Subareas........ N54#1 N54#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N48 No Tributary Channel/Pipes
Tributary Subareas........ N48#1 N48#2
N43 No Tributary Channel/Pipes
Tributary Subareas........ N43#1 N43#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N50 No Tributary Channel/Pipes
Tributary Subareas........ N50#1 N50#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N53 No Tributary Channel/Pipes
Tributary Subareas........ N53#1 N53#2
N38 No Tributary Channel/Pipes
Tributary Subareas........ N38#1 N38#2
N37 No Tributary Channel/Pipes
Tributary Subareas........ N37#1 N37#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N27 No Tributary Channel/Pipes
Tributary Subareas........ N27#1 N27#2
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#2
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
N10 No Tributary Channel/Pipes
Tributary Subareas........ N10#1 N10#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N7 No Tributary Channel/Pipes
Tributary Subareas........ N7#1 N7#2
N6 No Tributary Channel/Pipes
Tributary Subareas........ N6#1 N6#2
N5 No Tributary Channel/Pipes
Tributary Subareas........ N5#1 N5#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N26 No Tributary Channel/Pipes
Tributary Subareas........ N26#1 N26#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N51 No Tributary Channel/Pipes
Tributary Subareas........ N51#1 N51#2
***********************************************************
* Hydrographs will be stored for the following 35 INLETS *
***********************************************************
N54 N52 N48 N43 N42 N50
N47 N45 N53 N38 N37 N31
N28 N27 N35 N23 N22 N21
N20 N19 N18 N17 N10 N8
N7 N6 N5 N4 N11 N2
N26 N29 N30 N36 N51
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 540
Final Julian Date = 1903001
Final time of day = 32400. seconds.
Final time of day = 9.00 hours.
Final running time = 9.0000 hours.
Final running time = 0.3750 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N54#1 1784 540 N54#2 1756 540 N52#1 2000 540
N52#2 3664 1080 N48#1 2000 540 N48#2 1760 540
N43#1 1764 540 N43#2 1760 540 N42#1 2000 540
N42#2 1756 540 N50#1 2000 540 N50#2 1756 540
N47#1 1788 540 N47#2 3528 1080 N45#1 1788 540
N45#2 3532 1080 N53#1 1692 540 N53#2 1760 540
N38#1 1768 540 N38#2 1752 540 N37#1 1772 540
N37#2 3548 1080 N31#1 1772 540 N31#2 3548 1080
N28#1 1772 540 N28#2 3552 1080 N27#1 1764 540
N27#2 3524 1080 N35#1 1784 540 N35#2 1784 540
N23#1 1768 540 N23#2 3560 1080 N22#1 1764 540
N22#2 1760 540 N21#1 1764 540 N21#2 3544 1080
N20#1 1744 540 N20#2 1700 540 N19#1 1776 540
N19#2 3512 1080 N18#1 1760 540 N18#2 3528 1080
N17#1 1776 540 N17#2 3616 1080 N10#1 1768 540
N10#2 1752 540 N8#1 1768 540 N8#2 1752 540
N7#1 1768 540 N7#2 1752 540 N6#1 1756 540
N6#2 1736 540 N5#1 1768 540 N5#2 1752 540
N4#1 1768 540 N4#2 1752 540 N11#1 1736 540
N11#2 3572 1080 N2#1 1764 540 N2#2 3532 1080
N26#1 1764 540 N26#2 1744 540 N29#1 1776 540
N29#2 3524 1080 N30#1 1776 540 N30#2 3556 1080
N36#1 1772 540 N36#2 3544 1080 N51#1 2004 540
N51#2 1764 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 54.5000 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 7.312265E+03 54.500
Total Infiltration 6.133922E+01 0.457
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 7.258828E+03 54.102
Total Water remaining in Surface Storage 3.354168E+00 0.025
Infiltration over the Pervious Area... 6.133922E+01 0.801
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 7.323522E+03 54.584
Total Precipitation + Initial Storage. 7.312265E+03 54.500
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............... -0.1539
****************************************************
* 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.............. 7.258828E+03 54.102
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.................. 7.236484E+03 53.935
Initial Storage + Inflow.................... 7.258828E+03 54.102
Final Storage + Outflow + Diverted GW....... 7.236484E+03 53.935
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.3088
##################################################
# 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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.74930 0.00000 53.75694 0.00000 53.75794
Total Losses (mm)...... 0.00000 0.73024 0.00000 0.72598 0.00000 0.72539
Remaining Depth (mm)... 0.00000 0.02046 0.00000 0.01709 0.00000 0.01668
Peak Runoff Rate (cms). 0.00000 0.14052 0.00000 0.13666 0.00000 0.13092
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.68648 0.00000 54.50873 54.76281 54.50827 0.00000
Peak Runoff Rate (cms). 0.00071 0.00000 0.00071 0.01428 0.00071 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.68648 0.00000 54.50873 54.76281 54.50827 0.00000
Peak Runoff Rate (cms). 0.00071 0.00002 0.00071 0.01428 0.00071 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 54.68648 53.74930 54.50873 53.84747 54.50827 53.75794
Peak Runoff Rate (cms). 0.00071 0.14052 0.00071 0.15095 0.00071 0.13092
Unit Runoff (mm/hr).... 257.12487 240.61376 257.18499 244.61648 257.18499 243.70890
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.76317 0.00000 53.74546 0.00000 53.75529
Total Losses (mm)...... 0.00000 0.72218 0.00000 0.73222 0.00000 0.72693
Remaining Depth (mm)... 0.00000 0.01465 0.00000 0.02232 0.00000 0.01778
Peak Runoff Rate (cms). 0.00000 0.14059 0.00000 0.19036 0.00000 0.20267
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.56979 0.00000 54.51539 0.00000 54.53058 0.00000
Peak Runoff Rate (cms). 0.00069 0.00000 0.00071 0.00000 0.00071 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.56979 0.00000 54.51539 0.00000 54.53058 0.00000
Peak Runoff Rate (cms). 0.00069 0.00002 0.00071 0.00002 0.00071 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 54.56979 53.76317 54.51539 53.74546 54.53058 53.75529
Peak Runoff Rate (cms). 0.00069 0.14059 0.00071 0.19036 0.00071 0.20267
Unit Runoff (mm/hr).... 248.89044 245.36752 257.31236 239.10745 257.83948 242.80841
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.71212 0.00000 53.72123 0.00000 53.76171
Total Losses (mm)...... 0.00000 0.74560 0.00000 0.74254 0.00000 0.72309
Remaining Depth (mm)... 0.00000 0.04229 0.00000 0.03624 0.00000 0.01520
Peak Runoff Rate (cms). 0.00000 0.16688 0.00000 0.15676 0.00000 0.15721
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.70883 54.66859 54.71756 54.67680 54.37332 0.00000
Peak Runoff Rate (cms). 0.02550 0.04206 0.02338 0.03875 0.00047 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.70883 54.66859 54.71756 54.67680 54.37332 0.00000
Peak Runoff Rate (cms). 0.02550 0.04206 0.02338 0.03875 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) 54.70883 53.88428 54.71756 53.89323 54.37332 53.76171
Peak Runoff Rate (cms). 0.02550 0.20894 0.02338 0.19551 0.00047 0.15721
Unit Runoff (mm/hr).... 257.16880 229.83174 257.17600 233.45923 168.86823 244.92152
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.74349 0.00000 53.76902 0.00000 53.77172
Total Losses (mm)...... 0.00000 0.73319 0.00000 0.71834 0.00000 0.71649
Remaining Depth (mm)... 0.00000 0.02331 0.00000 0.01263 0.00000 0.01179
Peak Runoff Rate (cms). 0.00000 0.16412 0.00000 0.06192 0.00000 0.09410
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.59343 0.00000 54.59937 54.68005 54.59932 54.68379
Peak Runoff Rate (cms). 0.03003 0.00000 0.06304 0.02762 0.09246 0.04186
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.59343 0.00000 54.59937 54.68005 54.59932 54.68379
Peak Runoff Rate (cms). 0.03003 0.00085 0.06304 0.02762 0.09246 0.04186
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) 54.59343 53.74349 54.59937 54.04233 54.59932 54.04534
Peak Runoff Rate (cms). 0.03003 0.16412 0.06304 0.08955 0.09246 0.13596
Unit Runoff (mm/hr).... 253.53941 238.30804 254.26740 250.04134 254.26255 250.52714
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.76820 0.00000 53.72512 0.00000 53.86749
Total Losses (mm)...... 0.00000 0.71890 0.00000 0.74111 0.00000 0.63121
Remaining Depth (mm)... 0.00000 0.01290 0.00000 0.03377 0.00000 0.00131
Peak Runoff Rate (cms). 0.00000 0.11575 0.00000 0.19161 0.00000 0.01475
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.59985 54.69922 54.57715 54.61590 54.66497 0.00000
Peak Runoff Rate (cms). 0.10649 0.04020 0.14433 0.11462 0.03540 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.59985 54.69922 54.57715 54.61590 54.66497 0.00000
Peak Runoff Rate (cms). 0.10649 0.04020 0.14433 0.11462 0.03540 0.00100
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) 54.59985 54.00096 54.57715 54.03690 54.66497 53.86749
Peak Runoff Rate (cms). 0.10649 0.15595 0.14433 0.30623 0.03540 0.01475
Unit Runoff (mm/hr).... 254.32056 249.38726 250.67890 239.06073 257.00566 255.02032
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.81323 0.00000 53.76599 0.00000 53.78129
Total Losses (mm)...... 0.00000 0.68265 0.00000 0.72036 0.00000 0.70952
Remaining Depth (mm)... 0.00000 0.00411 0.00000 0.01365 0.00000 0.00919
Peak Runoff Rate (cms). 0.00000 0.18577 0.00000 0.14446 0.00000 0.10218
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.58451 54.65715 54.57811 0.00000 54.56979 54.61948
Peak Runoff Rate (cms). 0.00069 0.23006 0.00069 0.00000 0.00069 0.12793
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.58451 54.65715 54.57811 0.00000 54.56979 54.61948
Peak Runoff Rate (cms). 0.00069 0.23006 0.00069 0.00002 0.00069 0.12793
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) 54.58451 54.27739 54.57811 53.76599 54.56979 54.24229
Peak Runoff Rate (cms). 0.00069 0.41583 0.00069 0.14446 0.00069 0.23011
Unit Runoff (mm/hr).... 252.14461 255.41194 250.88720 246.18895 248.89044 253.12724
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.59023 0.00000 53.70007 0.00000 53.70126
Total Losses (mm)...... 0.00000 0.76655 0.00000 0.74911 0.00000 0.74879
Remaining Depth (mm)... 0.00000 0.14322 0.00000 0.05082 0.00000 0.04995
Peak Runoff Rate (cms). 0.00000 0.14877 0.00000 0.27593 0.00000 0.23299
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.51232 0.00000 54.61651 54.59909 54.56282 54.71426
Peak Runoff Rate (cms). 0.45275 0.00000 0.08734 0.17331 0.06121 0.03046
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.51232 0.00000 54.61651 54.59909 54.56282 54.71426
Peak Runoff Rate (cms). 0.45275 0.01282 0.08734 0.17331 0.06121 0.03046
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) 54.51232 53.59023 54.61651 54.01473 54.56282 53.80256
Peak Runoff Rate (cms). 0.45275 0.14877 0.08734 0.44924 0.06121 0.26346
Unit Runoff (mm/hr).... 225.44446 172.53735 255.69277 230.65886 246.88515 222.41006
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.74224 0.00000 53.74266 0.00000 53.73148
Total Losses (mm)...... 0.00000 0.73380 0.00000 0.73360 0.00000 0.73860
Remaining Depth (mm)... 0.00000 0.02396 0.00000 0.02374 0.00000 0.02992
Peak Runoff Rate (cms). 0.00000 0.06485 0.00000 0.07211 0.00000 0.06421
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.62235 54.74873 54.59347 0.00000 54.58612 0.00000
Peak Runoff Rate (cms). 0.01904 0.00779 0.16065 0.00000 0.15298 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.62235 54.74873 54.59347 0.00000 54.58612 0.00000
Peak Runoff Rate (cms). 0.01904 0.00779 0.16065 0.00455 0.15298 0.00433
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) 54.62235 53.84289 54.59347 53.74266 54.58612 53.73148
Peak Runoff Rate (cms). 0.01904 0.07264 0.16065 0.07211 0.15298 0.06421
Unit Runoff (mm/hr).... 256.00807 239.72780 253.54499 237.96466 252.42623 233.07712
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.73269 0.00000 53.67494 0.00000 53.73906
Total Losses (mm)...... 0.00000 0.73809 0.00000 0.75496 0.00000 0.73530
Remaining Depth (mm)... 0.00000 0.02922 0.00000 0.07010 0.00000 0.02565
Peak Runoff Rate (cms). 0.00000 0.06307 0.00000 0.16737 0.00000 0.06709
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.58399 0.00000 54.54779 0.00000 54.58998 0.00000
Peak Runoff Rate (cms). 0.14581 0.00000 0.45717 0.00000 0.15685 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.58399 0.00000 54.54779 0.00000 54.58998 0.00000
Peak Runoff Rate (cms). 0.14581 0.00413 0.45717 0.01295 0.15685 0.00444
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) 54.58399 53.73269 54.54779 53.67494 54.58998 53.73906
Peak Runoff Rate (cms). 0.14581 0.06307 0.45717 0.16737 0.15685 0.06709
Unit Runoff (mm/hr).... 252.05241 233.62684 241.56622 205.94741 253.04649 236.44090
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.73103 0.00000 53.70602 0.00000 53.71194
Total Losses (mm)...... 0.00000 0.73878 0.00000 0.74744 0.00000 0.74565
Remaining Depth (mm)... 0.00000 0.03019 0.00000 0.04653 0.00000 0.04241
Peak Runoff Rate (cms). 0.00000 0.12445 0.00000 0.44896 0.00000 0.18309
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.58342 0.00000 54.47500 54.73589 54.56979 54.72297
Peak Runoff Rate (cms). 0.31510 0.00000 0.00057 0.04546 0.00069 0.02338
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.58342 0.00000 54.47500 54.73589 54.56979 54.72297
Peak Runoff Rate (cms). 0.31510 0.00892 0.00057 0.04546 0.00069 0.02338
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) 54.58342 53.73103 54.47500 53.78841 54.56979 53.81304
Peak Runoff Rate (cms). 0.31510 0.12445 0.00057 0.49441 0.00069 0.20647
Unit Runoff (mm/hr).... 251.94714 232.87274 207.52966 223.78241 248.89044 227.11458
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).... 54.50000 54.50000 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.71006 0.00000 53.74052 0.00000 53.78413
Total Losses (mm)...... 0.00000 0.74624 0.00000 0.73462 0.00000 0.70733
Remaining Depth (mm)... 0.00000 0.04371 0.00000 0.02486 0.00000 0.00854
Peak Runoff Rate (cms). 0.00000 0.02149 0.00000 0.18939 0.00000 0.07500
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.57003 0.00000 54.61258 54.61030 54.62142 54.71324
Peak Runoff Rate (cms). 0.01577 0.00000 0.09289 0.14768 0.06487 0.02850
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.57003 0.00000 54.61258 54.61030 54.62142 54.71324
Peak Runoff Rate (cms). 0.01577 0.00045 0.09289 0.14768 0.06487 0.02850
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) 54.57003 53.71006 54.61258 54.10583 54.62142 54.03499
Peak Runoff Rate (cms). 0.01577 0.02149 0.09289 0.33707 0.06487 0.10350
Unit Runoff (mm/hr).... 248.95357 222.85324 255.43934 244.71315 255.96226 252.15686
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).... 54.50000 54.50000 54.50000 54.50000
Max Intensity (mm/hr).. 255.06000 255.06000 255.06000 255.06000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.76619 0.00000 53.77094
Total Losses (mm)...... 0.00000 0.72023 0.00000 0.71703
Remaining Depth (mm)... 0.00000 0.01358 0.00000 0.01203
Peak Runoff Rate (cms). 0.00000 0.08418 0.00000 0.09750
Total Impervious Area
---------------------
Total Runoff Depth (mm) 54.60099 54.68799 54.50637 0.00000
Peak Runoff Rate (cms). 0.07360 0.03251 0.00071 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 54.60099 54.68799 54.50637 0.00000
Peak Runoff Rate (cms). 0.07360 0.03251 0.00071 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 54.60099 54.01507 54.50637 53.77094
Peak Runoff Rate (cms). 0.07360 0.11670 0.00071 0.09750
Unit Runoff (mm/hr).... 254.44251 249.18301 257.18499 247.51063
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity See the original
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Full text of sections 2 to 4 (of 5)
Section 2
(mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
400.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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320.000 = =
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| ################## |
| # # |
240.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | ################# # |
| # # |
| # # |
160.000 = # # =
| # # |
| # # |
| # # |
| # # |
| # # |
################## # |
# # |
# # |
# # |
80.000 # # =
# # |
# # |
# ################## |
# ################# |
# # |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE TEWANTIN
EXISTING CASE - 1 YEAR -
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 66.0 meters. Maximum Elevation : 8.59 meters.
Main Channel Length : 66.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 66.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 55.0 meters. Maximum Elevation : 8.19 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 7.62 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 15.0 Max Topwidth : 39.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 4.02E+01 m
" " : 0.045 Beyond Station 25.0 Max left bank area : 2.83 m^2
Max right bank area : 2.83 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.90 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 5248
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 5.72 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 10.0 Max Topwidth : 29.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.02E+01 m
" " : 0.045 Beyond Station 20.0 Max left bank area : 1.88 m^2
Max right bank area : 1.88 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4845
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4250
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 9.52 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 20.0 Max Topwidth : 49.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 5.02E+01 m
" " : 0.045 Beyond Station 30.0 Max left bank area : 3.78 m^2
Max right bank area : 3.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5338
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 78.0 meters. Maximum Elevation : 7.69 meters.
Main Channel Length : 78.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 78.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3851
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 42.0 meters. Maximum Elevation : 5.69 meters.
Main Channel Length : 42.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 42.0 meters. Maximum Section Area : 3.82 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 5.0 Max Topwidth : 19.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.02E+01 m
" " : 0.045 Beyond Station 15.0 Max left bank area : 0.93 m^2
Max right bank area : 0.93 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 20.0 meters. Maximum Elevation : 6.17 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 14.87 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.86 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 5.01 m^2
Max right bank area : 5.55 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.30 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14a14bo
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 66.0000 Natural 6.6692 0.0450 34.8760 0.2000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 4342 55.0000 Natural 7.6192 0.0450 39.8760 0.2000
5 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
6 3534 10.0000 Natural 3.9400 0.0350 9.9000 0.4000
7 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
8 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
9 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
10 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
11 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
12 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
13 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
14 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
15 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
16 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
17 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
18 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
19 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
20 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
21 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
22 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
23 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
24 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
25 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
26 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
27 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
28 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
29 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
30 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
31 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
32 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
33 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
34 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
35 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
36 5248 58.0000 Natural 5.7192 0.0450 29.8760 0.2000
37 4845 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
38 4250 58.0000 Natural 9.5192 0.0450 49.8760 0.2000
39 5338 78.0000 Natural 6.6692 0.0450 34.8760 0.2000
40 3851 42.0000 Natural 3.8192 0.0450 19.8760 0.2000
41 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
42 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
43 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
44 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
45 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
46 3635o 20.0000 Natural 14.8725 0.0350 41.8623 0.4000
47 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
48 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
49 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
50 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
51 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
52 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
53 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
54 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
55 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
56 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
57 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
58 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
59 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
60 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
61 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
62 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
63 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
64 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
65 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
66 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
67 14a14bo 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
68 14a14bu 10.0000 Circular 0.0707 0.0130 0.3000 0.3000
Total length of all conduits .... 2717.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5453 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4342 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5248 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4250 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5338 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14a14bu 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.10
5047 0.15
5114b 0.14
4342 0.12
3736 0.17
3534 0.99
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5248 0.12
4845 0.12
4250 0.12
5338 0.09
3851 0.16
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
3836o 0.19
3635o 0.47
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14a14bo 0.98
14a14bu 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.2518E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.1000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.7000 8.5000 0.0000 0.0000 100.0000
3 N52 10.0000 7.2000 7.0000 0.0000 0.0000 100.0000
4 N38 10.0000 6.4000 5.0000 0.0000 0.0000 100.0000
5 N51 10.0000 5.0000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
7 N50 10.0000 5.9000 4.7000 0.0000 0.0000 100.0000
8 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
9 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
10 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
11 N43 10.0000 9.4000 9.2000 0.0000 0.0000 100.0000
12 N42 10.0000 7.5000 7.3000 0.0000 0.0000 100.0000
13 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
14 N36 10.0000 6.1700 4.4700 0.0000 0.0000 100.0000
15 N35 10.0000 5.6000 3.2000 0.0000 0.0000 100.0000
16 N34 10.0000 4.5000 4.1000 0.0000 0.0000 100.0000
17 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
18 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
19 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
20 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
21 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
22 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
23 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
24 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
25 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
26 N22 10.0000 3.9000 1.8600 0.0000 0.0000 100.0000
27 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
28 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
29 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
30 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
31 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
32 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
33 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
34 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
35 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
36 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
37 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
38 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
39 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
40 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
41 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
42 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
43 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
44 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
45 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
46 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
47 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
48 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160933.7350 21464.0650 No Ponding Normal 0 0.0000
2 N53 -161132.8250 14803.0350 No Ponding Normal 0 0.0000
3 N52 -168049.5300 21557.1050 No Ponding Normal 0 0.0000
4 N38 -171342.0350 13776.1850 No Ponding Normal 0 0.0000
5 N51 -183391.7200 13671.2150 No Ponding Normal 0 0.0000
6 N48 -176025.4150 19815.8450 No Ponding Normal 0 0.0000
7 N50 -177291.3350 28776.7250 No Ponding Normal 0 0.0000
8 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
9 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
10 N45 -183781.4150 18191.7850 No Ponding Normal 0 0.0000
11 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
12 N42 -168854.7100 30176.4750 No Ponding Normal 0 0.0000
13 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
14 N36 -171002.6100 8477.4020 No Ponding Normal 0 0.0000
15 N35 -176413.7050 7885.9300 No Ponding Normal 0 0.0000
16 N34 -180869.7350 7741.9235 No Ponding Normal 0 0.0000
17 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
18 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
19 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
20 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
21 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
22 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
23 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
24 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
25 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
26 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
27 N21 -185150.2150 10420.6175 No Ponding Normal 0 0.0000
28 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
29 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
30 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
31 N17 -189367.5450 11390.8700 No Ponding Normal 0 0.0000
32 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
33 N15 -194635.3350 18302.1200 No Ponding Normal 0 0.0000
34 N14B -191784.3100 13315.6200 No Ponding Normal 0 0.0000
35 N14A -195516.3200 13900.7250 No Ponding Normal 0 0.0000
36 N13 -199544.1450 14155.5750 No Ponding Normal 0 0.0000
37 N12 -202640.9100 14379.8100 No Ponding Normal 0 0.0000
38 N11 -207024.4300 14873.4250 No Ponding Normal 0 0.0000
39 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
40 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
41 N8 -207636.5450 6126.5595 No Ponding Normal 0 0.0000
42 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
43 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
44 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
45 N4 -211049.3300 11314.7800 No Ponding Normal 0 0.0000
46 N3 -210711.3350 16862.2550 No Ponding Normal 0 0.0000
47 N2 -213577.0250 20559.9200 No Ponding Normal 0 0.0000
48 N1 -214633.7250 25034.5200 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N52 8.9000 7.0000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 5114b N51 N14B 4.8000 3.0000 No Design
4 4342 N43 N42 9.2000 7.3000 No Design
5 3736 N37 N30 7.0000 5.5200 No Design
6 3534 N35 N34 4.2000 4.1000 No Design
7 3422 N34 N22 4.1000 3.4000 No Design
8 3130 N31 N30 7.5000 5.7000 No Design
9 3024 N30 N24 4.2000 2.8600 No Design
10 3036 N30 N36 5.6200 5.5200 No Design
11 2827 N28 N27 8.3000 6.7000 No Design
12 2726 N27 N26 6.7000 6.5000 No Design
13 2629 N26 N29 6.5000 6.4000 No Design
14 2930 N29 N30 6.4000 5.6200 No Design
15 2725 N27 N25 5.3500 4.8700 No Design
16 2524 N25 N24 4.8700 2.8600 No Design
17 2422 N24 N22 2.5900 1.8600 No Design
18 L575 N23 N22 4.7000 3.4000 No Design
19 2117 N21 N17 3.0000 2.9500 No Design
20 1714B N17 N14B 2.8500 2.8000 No Design
21 1716 N17 N16 1.7500 1.3500 No Design
22 1615 N16 N15 1.3400 1.2100 No Design
23 1614A N16 N14A 1.6500 1.6000 No Design
24 4514B N45 N14B 3.5000 2.8500 No Design
25 4515 N45 N15 2.5000 1.2100 No Design
26 1502 N15 N2 1.2100 1.0500 No Design
27 14A13 N13 N14A 1.8600 1.6000 No Design
28 1312 N13 N12 1.8600 1.6800 No Design
29 1211 N12 N11 1.6800 1.3400 No Design
30 1103 N11 N3 1.3400 1.1000 No Design
31 0912 N9 N12 3.5000 2.0000 No Design
32 0908 N9 N8 2.5000 2.0000 No Design
33 0811 N8 N11 3.0000 2.0000 No Design
34 0804 N8 N4 2.0000 1.7000 No Design
35 0201 N2 N1 1.0500 0.9300 No Design
36 5248 N52 N48 7.0000 4.8000 No Design
37 4845 N48 N45 4.6000 3.5000 No Design
38 4250 N42 N50 7.3000 5.7000 No Design
39 5338 N53 N38 8.5000 6.0000 No Design
40 3851 N38 N51 6.1500 4.8000 No Design
41 4746o N47 N46 4.6000 4.0000 No Design
42 4746u N47 N46 3.6000 3.0000 No Design
43 4645o N46 N45 4.0000 3.5000 No Design
44 4645u N46 N45 3.0000 2.5000 No Design
45 3836o N38 N36 6.0000 5.5200 No Design
46 3635o N36 N35 5.7700 5.2000 No Design
47 2217o N22 N17 3.4000 2.9500 No Design
48 2217u N22 N17 1.8600 1.7500 No Design
49 2019o N20 N19 7.0000 6.0000 No Design
50 2019u N20 N19 6.0000 4.5000 No Design
51 1918o N19 N18 6.0000 3.0000 No Design
52 1918u N19 N18 4.5000 1.9000 No Design
53 1817o N18 N17 3.0000 2.9500 No Design
54 1817u N18 N17 1.9000 1.7500 No Design
55 1009o N10 N9 4.6000 3.5000 No Design
56 1009u N10 N9 3.6000 2.5000 No Design
57 0706o N7 N6 5.0000 4.5000 No Design
58 0706u N7 N6 4.0000 3.5000 No Design
59 0604o N6 N4 4.5000 2.8000 No Design
60 0604u N6 N4 3.5000 1.7000 No Design
61 0504o N5 N4 4.3000 2.8000 No Design
62 0504u N5 N4 3.3000 1.7000 No Design
63 0403o N4 N3 2.8000 2.0000 No Design
64 0403u N4 N3 1.7000 1.1000 No Design
65 0302o N3 N2 1.8200 1.8100 No Design
66 0302u N3 N2 1.1000 1.0500 No Design
67 14a14bo N14B N14A 2.9900 2.5000 No Design
68 14a14bu N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE TEWANTIN
EXISTING CASE
Title from immediately preceding computational layer
EAGLE DRIVE TEWANTIN
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 35
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.15
#################################################
# Element numbers of interface inlet locations: #
#################################################
N54 N52 N48 N43 N42 N50 N47
N45 N53 N38 N37 N31 N28 N27
N35 N23 N22 N21 N20 N19 N18
N17 N10 N8 N7 N6 N5 N4
N11 N2 N26 N29 N30 N36 N51
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file Section 3
was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 8.2971 0.0288
5047 2.8812 0.0234
5114b 3.5733 0.0360
4342 10.3858 0.0345
3736 14.9983 0.0296
3534 5.8173 0.0100
3422 6.0122 0.0175
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
5248 8.1651 0.0379
4845 2.5500 0.0183
4250 11.5986 0.0276
5338 8.7547 0.0321
3851 5.0145 0.0321
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
3836o 9.9729 0.0120
3635o 35.6736 0.0285
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14a14bo 75.9084 0.0490
14a14bu 0.1368 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 8.50 N52/ 0.00 / 7.00
N38/ 0.00 / 5.00 N51/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50/ 0.00 / 4.70 N47/ 0.00 / 3.60 N46/ 0.00 / 3.00
N45/ 0.00 / 2.50 N43/ 0.00 / 9.20 N42/ 0.00 / 7.30
N37/ 0.00 / 7.00 N36/ 0.00 / 4.47 N35/ 0.00 / 3.20
N34/ 0.00 / 4.10 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.00/ 7.00 5047/ 3.60/ 3.60 5114b/ 1.80/ 1.80
4342/ 7.30/ 7.30 3736/ 4.20/ 4.20 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 5248/ 3.60/ 3.60
4845/ 2.50/ 2.50 4250/ 4.70/ 4.70 5338/ 5.00/ 5.00
3851/ 3.80/ 3.80 4746o/ 3.00/ 3.00 4746u/ 3.00/ 3.00
4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50 3836o/ 4.47/ 4.47
3635o/ 3.20/ 3.20 2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75
2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90
1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75
1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50
0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70
0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10
0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 35.0000
N53 42.4288 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 1.4873 3.7182 0.0000
N51 1.8740 4.6850 10.0000
N48 1.6548 4.1370 20.0000
N50 1.4296 3.5739 30.0000
N47 0.7360 1.8400 330.0000
N46 0.8422 2.1056 50.0000
N45 1.0600 2.6500 19080.0000
N43 46.7442 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 22.4050 50.0000 0.0000
N36 1.1623 2.9059 15.0000
N35 1.8784 4.6961 5.0000
N34 50.0000 50.0000 0.0000
N31 15.2707 38.1767 0.0000
N30 0.1463 0.3657 75.0000
N29 31.6726 50.0000 0.0000
N28 13.5975 33.9938 0.0000
N27 2.4768 6.1920 430.0000
N26 42.2089 50.0000 0.0000
N25 2.7907 6.9767 5.0000
N24 0.6402 1.6006 15.0000
N23 5.8245 14.5612 0.0000
N22 1.0896 2.7241 25.0000
N21 1.1117 2.7792 70.0000
N20 0.3578 0.8946 45.0000
N19 0.2984 0.7459 355.0000
N18 0.7229 1.8072 110.0000
N17 2.2712 5.6781 15.0000
N16 2.5927 6.4817 10.0000
N15 6.2157 15.5393 0.0000
N14B 0.4799 1.1998 360.0000
N14A 9.7720 24.4301 0.0000
N13 34.7596 50.0000 0.0000
N12 21.1123 50.0000 0.0000
N11 15.3125 38.2813 0.0000
N10 0.7801 1.9503 230.0000
N9 1.0062 2.5155 30.0000
N8 0.7046 1.7614 75.0000
N7 1.0739 2.6848 70.0000
N6 1.0118 2.5295 20.0000
N5 1.0738 2.6845 80.0000
N4 0.8112 2.0279 5.0000
N3 22.4806 50.0000 0.0000
N2 19.7892 49.4729 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N45
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 3.2500 -0.0009 0.0319 Normal Soln
5047 33.8559 33.8559 50.0000 0.0000 0.0023 0.2799 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0036 0.0615 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 -0.0011 0.0263 Normal Soln
3736 35.9287 35.9287 50.0000 0.0000 -0.0020 0.0203 Normal Soln
3534 5.0171 5.0171 12.5891 0.0000 0.0163 0.3960 Normal Soln
3422 20.3564 20.3564 50.0000 0.0000 0.0211 0.3783 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 -0.0032 0.0360 Normal Soln
3024 7.3608 7.3608 17.2291 0.0000 -0.0180 2.2724 Normal Soln
3036 11.5271 11.5271 50.0000 0.0000 0.0177 0.4374 Normal Soln
2827 29.0058 29.0058 46.4339 0.0000 -0.0022 0.0334 Normal Soln
2726 7.6953 7.6953 43.2635 0.0000 0.0536 0.0583 Normal Soln
2629 31.8241 31.8241 50.0000 0.0000 -0.0034 0.4021 Normal Soln
2930 27.2587 27.2587 50.0000 0.0000 -0.0066 0.1519 Normal Soln
2725 4.9413 4.9413 12.3873 0.0000 0.0034 2.3906 Normal Soln
2524 14.5202 14.5202 32.6697 0.0000 -0.0057 2.0491 Normal Soln
2422 6.3039 6.3039 16.9478 0.0000 -0.0430 2.0974 Normal Soln
L575 44.4695 44.4695 50.0000 0.0000 -0.0075 0.2191 Normal Soln
2117 7.7236 7.7236 21.3855 0.0000 0.0081 0.0585 Normal Soln
1714B 17.9457 17.9457 50.0000 0.0000 0.0495 0.4174 Normal Soln
1716 4.6213 4.6213 12.6502 0.0000 -0.0299 1.4674 Normal Soln
1615 3.9208 3.9208 9.8662 0.0000 0.0181 3.4748 Normal Soln
1614A 1.7718 1.7718 5.2438 23.5000 -0.0201 3.2618 Normal Soln
4514B 14.8632 14.8632 24.7780 0.0000 0.0283 0.0734 Normal Soln
4515 5.6940 5.6940 13.1426 0.0000 0.0046 2.0940 Normal Soln
1502 15.1492 15.1492 33.3256 0.0000 0.0195 4.6959 Normal Soln
14A13 4.0151 4.0151 18.2682 0.0000 -0.0149 0.3292 Normal Soln
1312 6.2431 6.2431 27.0445 0.0000 -0.0159 0.3438 Normal Soln
1211 15.4067 15.4067 50.0000 0.0000 0.0136 0.2286 Normal Soln
1103 15.7478 15.7478 50.0000 0.0000 0.0105 0.1486 Normal Soln
0912 28.9229 28.9229 50.0000 0.0000 -0.0026 0.0228 Normal Soln
0908 11.3870 11.3870 41.6691 0.0000 0.0054 2.3058 Normal Soln
0811 35.4590 35.4590 50.0000 0.0000 0.0043 0.0666 Normal Soln
0804 10.7525 10.7525 33.0851 0.0000 -0.0089 3.1153 Normal Soln
0201 3.0588 3.0588 7.3215 323.6667 0.1453 0.0797 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0013 0.0620 Normal Soln
4845 46.0693 46.0693 50.0000 0.0000 0.0019 0.2447 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0016 0.0495 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 -0.0010 0.0329 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 14.6645 14.6645 25.2321 0.0000 0.0045 0.0425 Normal Soln
4746u 5.3101 5.3101 17.4825 0.0000 0.0041 1.8436 Normal Soln
4645o 24.6707 24.6707 50.0000 0.0000 0.0048 0.0462 Normal Soln
4645u 6.9828 6.9828 23.9630 0.0000 0.0058 2.6687 Normal Soln
3836o 31.1727 31.1727 50.0000 0.0000 0.0016 0.0361 Normal Soln
3635o 15.8128 15.8128 33.1002 0.0000 0.0211 0.0637 Normal Soln
2217o 18.2356 18.2356 33.7531 0.0000 -0.0127 0.1235 Normal Soln
2217u 5.5593 5.5593 15.1678 0.0000 -0.0755 4.1518 Normal Soln
2019o 23.0009 23.0009 39.0886 0.0000 -0.0056 0.0491 Normal Soln
2019u 5.1451 5.1451 11.2825 0.0000 0.0160 1.6459 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0049 0.0163 Normal Soln
1918u 15.9257 15.9257 36.8763 0.0000 -0.0133 2.0772 Normal Soln
1817o 14.4987 14.4987 37.9529 0.0000 -0.0074 0.1858 Normal Soln
1817u 4.0173 4.0173 10.1405 0.0000 0.0195 3.5177 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 -0.0024 0.0108 Normal Soln
1009u 10.3750 10.3750 30.0126 0.0000 -0.0023 1.7366 Normal Soln
0706o 29.1806 29.1806 50.0000 0.0000 -0.0031 0.0341 Normal Soln
0706u 6.7803 6.7803 24.5374 0.0000 0.0035 1.9260 Normal Soln
0604o 30.3996 30.3996 50.0000 0.0000 -0.0038 0.1107 Normal Soln
0604u 9.6832 9.6832 20.7502 0.0000 0.0042 2.2257 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 -0.0026 0.0230 Normal Soln
0504u 12.4065 12.4065 33.3738 0.0000 -0.0192 2.0048 Normal Soln
0403o 13.6751 13.6751 29.1291 0.0000 -0.0053 0.0908 Normal Soln
0403u 3.2772 3.2772 7.1041 0.0000 -0.0191 1.2467 Normal Soln
0302o 6.7223 6.7223 17.8654 0.0000 0.0104 0.8664 Normal Soln
0302u 2.7268 2.7268 11.8934 0.0000 -0.0078 0.5933 Normal Soln
14a14bo 6.7427 6.7427 25.1478 0.0000 0.0228 0.0509 Normal Soln
14a14bu 1.8703 1.8703 4.9441 9.5833 -0.0124 3.1282 Normal Soln
The conduit with the smallest time step limitation was..0201
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................0201
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.00 / 6.00/ N51/ 1.00 / 4.80/ N48/ 1.00 / 4.60/
N50/ 1.00 / 5.70/ N47/ 0.00 / 3.60/ N46/ 0.00 / 3.00/
N45/ 0.00 / 2.50/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.15 / 5.62/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.01 / 4.21/
N29/ 0.00 / 6.40/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.01 / 1.87/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.01 / 1.35/ N15/ 0.03 / 1.24/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.01 / 1.06/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00*/
1918u/ 0.00*/ 1817o/ 0.00 / 1817u/ 0.00*/
1009o/ 0.00*/ 1009u/ 0.00*/ 0706o/ 0.00*/
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00*/ 0504u/ 0.00*/ 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.00 / 5047/ 0.01 / 5114b/ 0.01 /
4342/ 0.00 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.40 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.15 /
2524/ 0.18 / 2422/ 0.25 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.33 /
1615/ 0.18 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.20 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.06 / 0201/ 0.09 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.16 /
4645o/ 0.00 / 4645u/ 0.10 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.19 /
2019o/ 0.00 / 2019u/ 0.29 / 1918o/ 0.00 /
1918u/ 0.20 / 1817o/ 0.00 / 1817u/ 0.15 /
1009o/ 0.00 / 1009u/ 0.10 / 0706o/ 0.00 /
0706u/ 0.06 / 0604o/ 0.00 / 0604u/ 0.22 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.27 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.33 / 5047/ 0.20 / 5114b/ 0.05 /
4342/ 0.23 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.18 /
3036/ 3.16 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.45 / 2930/ 0.20 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.04 /
2117/ 0.03 / 1714B/ 1.73 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.16 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.09 /
0912/ 0.05 / 0908/ 0.15 / 0811/ 0.07 /
0804/ 0.18 / 0201/ 0.24 / 5248/ 0.28 /
4845/ 0.19 / 4250/ 0.32 / 5338/ 1.39 /
3851/ 0.03 / 4746o/ 0.06 / 4746u/ 0.12 /
4645o/ 0.04 / 4645u/ 0.12 / 3836o/ 3.22 /
3635o/ 0.00 / 2217o/ 0.33 / 2217u/ 0.29 /
2019o/ 0.53 / 2019u/ 0.18 / 1918o/ 0.16 /
1918u/ 0.24 / 1817o/ 0.27 / 1817u/ 0.24 /
1009o/ 0.05 / 1009u/ 0.15 / 0706o/ 0.03 /
0706u/ 0.12 / 0604o/ 0.09 / 0604u/ 0.15 /
0504o/ 0.14 / 0504u/ 0.12 / 0403o/ 0.29 /
0403u/ 0.29 / 0302o/ 0.22 / 0302u/ 1.50 /
14a14bo/ 0.01 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.00 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.00 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.28 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.02 / N15/ 0.03 /
N14B/ 1.20 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.01 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.01 /
N3/ 0.00 / N2/ 0.02 / N1/ 0.00 /
Junction/ Freeboard
N54/ 1.10 / N53/ 1.50 / N52/ 3.00 /
N38/ 4.00 / N51/ 5.20 / N48/ 5.40 /
N50/ 4.30 / N47/ 6.40 / N46/ 7.00 /
N45/ 7.50 / N43/ 0.80 / N42/ 2.70 /
N37/ 3.00 / N36/ 4.38 / N35/ 5.80 /
N34/ 5.90 / N31/ 2.50 / N30/ 5.79 /
N29/ 3.60 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.40 /
N23/ 5.30 / N22/ 8.13 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.65 / N15/ 8.76 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.94 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.03 /
N38/ 1.09 / N51/ 1.02 / N48/ 1.06 /
N50/ 1.06 / N47/ 1.10 / N46/ 1.11 /
N45/ 1.16 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.07 / N36/ 1.39 / N35/ 1.15 /
N34/ 0.14 / N31/ 0.03 / N30/ 1.67 /
N29/ 0.15 / N28/ 0.09 / N27/ 1.38 /
N26/ 0.23 / N25/ 0.83 / N24/ 1.59 /
N23/ 0.14 / N22/ 1.76 / N21/ 1.13 /
N20/ 1.03 / N19/ 1.57 / N18/ 1.33 /
N17/ 1.38 / N16/ 1.80 / N15/ 1.24 /
N14B/ 1.31 / N14A/ 1.24 / N13/ 0.80 /
N12/ 0.79 / N11/ 0.95 / N10/ 1.02 /
N9/ 1.03 / N8/ 1.05 / N7/ 1.04 /
N6/ 1.07 / N5/ 1.03 / N4/ 1.17 /
N3/ 0.86 / N2/ 0.85 / N1/ 0.85 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.16 / 2827/ 0.00 / 2726/ 0.00 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.00 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.16 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.00 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Final Volume
5453/ 0.09 / 5047/ 0.08 / 5114b/ 0.02 /
4342/ 0.05 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.05 /
3036/ 2.86 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.16 / 2930/ 0.08 / 2725/ 0.00 /
2524/ 0.01 / 2422/ 0.06 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.06 /
1615/ 0.10 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.39 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.16 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.13 / 5248/ 0.06 /
4845/ 0.09 / 4250/ 0.07 / 5338/ 0.43 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.38 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.09 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.08 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.01 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.28 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.01 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.01 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.21/ 2.86/
3036/ 5.62/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.40 2930/ 6.40/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.87 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.35/
1615/ 1.35/ 1.24 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.24 1502/ 1.24/ 1.06 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.06/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.00/
3851/ 6.00/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.00/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.87/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.06/ 1.06 0302u/ 1.10/ 1.06/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 7105
Total number of time steps during simulation.... 5405
Ratio of actual # of time steps / NTCYC......... 1.251
Average number of iterations per time step...... 1.315
Average time step size(seconds)................ 3.996
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.671
Average minimum implicit time step (sec)........ 1.339
Average minimum junction time step (sec)........ 1.339
Average Courant Factor Tf....................... 1.339
Number of times omega reduced................... 99
*=========================================================*
| 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 1.13 6087 0 7 0 0 0
N53 0 1.13 6095 0 4 0 0 0
N52 0 1.23 6672 0 7 0 0 0
N38 0 1.13 6103 0 9 0 0 0
N51 0 1.06 5723 1 28 1 1 0
N48 0 1.29 6974 1 22 1 0 0
N50 0 1.30 7039 1 18 1 0 0
N47 0 1.35 7282 0 7 0 0 0
N46 0 1.38 7483 1 8 0 0 0
N45 0 1.51 8183 3 16 5 0 0
N43 0 1.12 6073 0 7 0 0 0
N42 0 1.27 6884 0 9 0 0 0
N37 0 1.11 6010 0 7 0 0 0
N36 0 1.59 8601 0 10 3 0 0
N35 0 1.40 7566 0 7 0 0 0
N34 0 1.31 7077 0 18 1 0 0
N31 0 1.16 6289 1 9 0 0 0
N30 0 1.58 8524 2 20 5 0 0
N29 0 1.41 7644 0 6 0 0 0
N28 0 1.15 6240 3 7 0 0 0
N27 0 1.46 7899 2 24 1 0 0
N26 0 1.32 7156 0 6 0 0 0
N25 0 1.21 6538 0 8 0 0 0
N24 0 1.31 7075 2 11 1 0 0
N23 0 1.27 6861 0 8 0 0 0
N22 0 1.57 8498 38 22 4 0 0
N21 0 1.34 7261 1 21 1 0 0
N20 0 1.34 7246 1 19 3 0 0
N19 0 1.48 8009 0 10 2 0 0
N18 0 1.59 8595 1 11 1 0 0
N17 0 1.90 10293 4 13 1 0 0
N16 0 1.51 8135 0 19 5 0 0
N15 0 1.30 7003 0 7 0 0 0
N14B 0 1.77 9544 1 12 2 0 0
N14A 0 1.65 8920 5 14 17 0 0
N13 0 1.60 8645 0 7 0 0 0
N12 0 1.51 8166 0 7 0 0 0
N11 0 1.56 8435 0 11 1 0 0
N10 0 1.17 6340 0 13 1 0 0
N9 0 1.33 7192 1 12 2 0 0
N8 0 1.36 7362 2 8 0 0 0
N7 0 1.21 6534 1 16 1 0 0
N6 0 1.45 7864 17 8 0 0 0
N5 0 1.19 6453 0 15 1 0 0
N4 0 1.64 8891 4 11 2 0 0
N3 0 1.92 10403 0 9 0 0 0
N2 0 1.76 9489 0 9 0 0 0
N1 0 1.52 8223 6 20 5 0 0
Total number of iterations for all junctions.. 361579
Minimum number of possible iterations......... 259440
Efficiency of the simulation.................. 1.39
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 8.9243 0 15 0.0000 1.0757 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5248 0 15 0.0000 1.4752 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0326 0 16 0.0000 2.9674 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0895 0 19 0.0000 3.9105 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8227 0 15 0.0000 5.1773 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6559 0 15 0.0000 5.3441 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7602 0 17 0.0000 4.2398 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.7014 0 15 0.0000 5.2986 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1107 0 16 0.0000 5.8893 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6564 0 16 0.0000 6.3436 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2227 0 15 0.0000 0.7773 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3297 0 15 0.0000 2.6703 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0712 0 15 0.0000 2.9288 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8609 0 16 0.0000 4.1391 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3493 0 16 0.0000 5.6507 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2446 0 17 0.0000 5.7554 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5255 0 15 0.0000 2.4745 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8676 0 16 0.0000 4.1324 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5516 0 15 0.0000 3.4484 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3851 0 15 0.0000 1.6149 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7337 0 15 0.0000 3.2663 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7335 0 15 0.0000 3.2665 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6986 0 16 0.4536 4.3014 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1774 0 18 0.8674 5.8226 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8367 0 14 0.0000 5.1633 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.6188 0 18 0.0000 6.3812 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1349 0 18 0.0000 6.8651 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0322 0 15 0.0000 2.9678 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0707 0 15 0.0000 3.9293 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2269 0 16 0.0000 6.7731 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1348 0 18 0.0000 6.8652 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1417 0 19 0.7417 6.8583 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.4453 0 19 0.4103 7.5547 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1091 0 18 0.0000 6.8909 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.8364 0 19 0.0000 7.1636 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6648 0 18 0.0000 7.3352 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.4669 0 20 0.0000 7.5331 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.2854 0 21 0.0000 7.7146 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6178 0 15 0.0000 5.3822 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5266 0 15 0.0000 6.4734 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0507 0 15 0.0000 6.9493 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0357 0 15 0.0000 4.9643 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5707 0 15 0.0000 5.4293 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3281 0 15 0.0000 5.6719 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8656 0 15 0.0000 7.1344 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.9590 0 21 0.0000 8.0410 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9046 0 21 0.0000 8.0954 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.7847 0 21 0.0000 8.2153 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 0.1298 0 15 0.1958 0 14 0.0156 8.9243 7.0326 .1216 .1632
5047 2.8812 1.4600 200.0000 0.3943 0 17 0.5187 0 17 0.1368 5.7602 4.7014 .3011 .5068
5114b 3.5733 1.8108 200.0000 0.0964 0 15 0.4061 0 12 0.0270 4.8227 3.1091 .1134 .5456
4342 10.3858 1.3631 200.0000 0.1336 0 15 0.1967 0 15 0.0129 9.2227 7.3297 .1137 .1486
3736 14.9983 3.6090 400.0000 0.1494 0 15 0.7488 0 6 0.0100 7.0712 5.8676 .1781 .8690
3534 5.8173 1.4765 400.0000 1.1454 0 16 0.7943 0 16 0.1969 4.3493 4.2446 .3733 .3616
3422 6.0122 1.5213 400.0000 1.1312 0 17 0.6701 0 16 0.1881 4.2446 3.6188 .3616 .5469
3130 13.5508 2.2744 300.0000 0.2253 0 15 0.3895 0 9 0.0166 7.5255 5.8676 .0849 .5587
3024 0.4621 2.9058 450.0000 0.4506 0 29 2.9601 0 29 0.9751 5.8676 4.1774 3.705 2.927
3036 6.7857 1.4251 400.0000 0.8818 0 16 0.3314 0 16 0.1300 5.8676 5.8609 .6190 .8523
2827 15.5945 3.7524 400.0000 0.2593 0 15 1.0768 0 15 0.0166 8.3851 6.7846 .2128 .2114
2726 18.5574 3.1124 300.0000 0.4918 0 15 0.2357 0 6 0.0265 6.7337 6.7335 .1124 .7784
2629 2.4524 0.5150 400.0000 0.4929 0 15 0.3863 0 15 0.2010 6.7335 6.5516 .5838 .3790
2930 11.6053 2.4373 400.0000 0.8809 0 15 0.9400 0 10 0.0759 6.5516 5.8676 .3790 .6190
2725 0.2218 2.0080 375.0000 0.2608 0 6 2.4242 0 6 1.1759 6.7337 5.6986 3.689 2.209
2524 0.2779 2.5163 375.0000 0.2503 0 7 2.4487 0 6 0.9007 5.6986 4.1774 2.209 3.513
2422 0.8401 2.9711 600.0000 0.6544 0 28 2.3072 0 28 0.7789 4.1773 3.6188 2.645 2.931
L575 4.4056 1.1111 300.0000 0.4799 0 14 0.5379 0 14 0.1089 4.8367 3.6188 .4557 .7292
2117 10.3655 2.0976 500.0000 0.2169 0 12 0.4683 0 11 0.0209 3.1349 3.1348 .2698 .3696
1714B 8.1188 0.9553 500.0000 1.1945 0 18 0.3553 0 18 0.1471 3.1348 3.1091 .5696 .6182
1716 3.1532 3.6415 1050.000 2.0603 0 13 2.3728 0 13 0.6534 3.1348 3.1417 1.318 1.706
1615 0.7725 1.7486 750.0000 1.2163 0 13 2.7366 0 13 1.5745 3.1436 2.4453 2.404 1.647
1614A 0.7872 1.7819 750.0000 0.8460 0 13 1.9078 0 13 1.0747 3.1436 2.8364 1.991 1.648
4514B 28.0567 3.5017 450.0000 0.8394 0 16 0.9709 0 10 0.0299 3.6564 3.1091 .3475 .5758
4515 0.1942 2.7467 300.0000 0.1742 0 37 2.4349 0 37 0.8970 3.6564 2.4453 3.854 4.117
1502 0.6052 1.1322 825.0000 1.3668 0 14 2.7013 0 11 2.2583 2.4451 1.9046 1.497 1.035
14A13 16.6072 0.8411 1700.000 -2.6646 0 19 -0.5484 0 19 -0.1604 2.8364 2.6648 .5743 .6263
1312 15.7543 0.6101 1400.000 2.6824 0 19 0.5177 0 19 0.1703 2.6648 2.4669 .5748 .5621
1211 22.0747 0.6694 1700.000 2.5219 0 20 0.3299 0 20 0.1142 2.4669 2.2854 .4629 .5561
1103 34.9730 0.7240 2000.000 2.5910 0 21 0.4019 0 31 0.0741 2.2854 1.9590 .4727 .4295
0912 7.4604 1.8954 400.0000 0.0851 0 15 0.0561 0 15 0.0114 3.5266 2.4669 .0666 1.167 *
0908 0.1628 1.4741 375.0000 0.1340 0 9 1.1999 0 9 0.8228 3.5266 3.0507 2.737 2.801
0811 6.0914 1.5476 400.0000 0.2027 0 15 0.3975 0 13 0.0333 3.0507 2.2854 .1268 .7136
0804 0.2208 1.3886 450.0000 0.2418 0 8 1.5113 0 8 1.0950 3.0507 2.8656 2.334 2.590
0201 142.3584 2.9703 2000.000 4.6672 0 21 1.3705 0 30 0.0328 1.9046 1.7847 .4273 .4274
5248 8.1651 1.4277 200.0000 0.2077 0 16 0.3321 0 16 0.0254 7.0326 4.8252 .1632 .1262
4845 2.5500 1.2922 200.0000 0.3085 0 15 0.3223 0 14 0.1210 4.6559 3.6564 .2796 .7819
4250 11.5986 1.2184 200.0000 0.2872 0 15 0.1716 0 15 0.0248 7.3297 5.7602 .1486 .3011
5338 8.7547 1.3127 200.0000 0.1438 0 15 0.1075 0 12 0.0164 8.5248 6.0895 .1239 .4473
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0895 4.8227 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.3694 0 15 0.9908 0 15 0.0213 4.7014 4.1107 .2534 .2767
4746u 0.1498 2.1194 300.0000 0.1018 0 12 1.4302 0 5 0.6795 4.7014 4.1107 3.671 3.702
4645o 15.8729 2.3953 400.0000 0.3654 0 16 0.6006 0 14 0.0230 4.1107 3.6564 .2767 .3909
4645u 0.1105 1.5637 300.0000 0.0990 0 14 1.3771 0 14 0.8958 4.1107 3.6564 3.702 3.854
3836o 9.9729 2.0945 400.0000 0.1783 0 19 0.1082 0 20 0.0179 6.0895 5.8609 .2237 .8523
3635o 35.6736 2.3986 400.0000 1.1256 0 16 0.6057 0 16 0.0316 5.8609 5.2857 .2273 .2143
2217o 14.0423 2.7133 500.0000 0.8660 0 18 1.0389 0 24 0.0617 3.6188 3.1687 .4375 .4375
2217u 0.6241 1.4127 750.0000 1.0256 0 28 2.3092 0 28 1.6432 3.6188 3.1348 2.345 1.846
2019o 11.6942 3.9474 300.0000 0.2899 0 15 0.7702 0 13 0.0248 7.0322 6.0707 .1072 .2355
2019u 0.6375 4.0085 450.0000 0.4290 0 19 2.6787 0 19 0.6730 7.0322 6.0707 2.293 3.490
1918o 18.5045 3.0423 400.0000 0.1509 0 15 0.1656 0 15 0.0082 6.0706 3.2269 .1766 .5671
1918u 0.9440 3.3387 600.0000 0.8511 0 15 2.9830 0 15 0.9016 6.0706 3.2269 2.617 2.211
1817o 9.1593 1.0777 500.0000 0.8504 0 16 0.5798 0 16 0.0928 3.2269 3.1348 .4537 .3696
1817u 0.5070 1.7932 600.0000 0.6164 0 8 2.1710 0 8 1.2157 3.2269 3.1348 2.211 2.308
1009o 8.3091 2.9889 300.0000 0.0449 0 15 0.3747 0 15 0.0054 4.6178 3.5266 .0595 .0887
1009u 0.2415 2.1864 375.0000 0.1840 0 13 1.6663 0 6 0.7619 4.6178 3.5266 2.714 2.737
0706o 7.2322 2.5856 300.0000 0.1220 0 15 0.3735 0 14 0.0169 5.0357 4.5707 .1190 .2358
0706u 0.1248 1.7661 300.0000 0.0877 0 7 1.2226 0 7 0.7027 5.0357 4.5707 3.452 3.569
0604o 9.6606 3.5634 300.0000 0.5354 0 15 1.1318 0 15 0.0554 4.5707 2.8706 .2358 .2352
0604u 0.3116 2.8210 375.0000 0.3057 0 22 2.7472 0 22 0.9811 4.5707 2.8656 2.855 3.108
0504o 8.6316 3.1318 300.0000 0.0974 0 15 0.4830 0 12 0.0113 4.3281 2.8656 .0936 .2187
0504u 0.1541 2.1802 300.0000 0.1352 0 9 1.8879 0 9 0.8772 4.3281 2.8656 3.426 3.885
0403o 9.0589 2.2976 400.0000 0.4139 0 15 0.6867 0 15 0.0457 2.8656 2.0564 .1640 .1409
0403u 1.9283 4.3647 750.0000 1.1842 0 12 2.8159 0 11 0.6141 2.8656 1.9590 1.554 1.145
0302o 2.9365 0.3241 300.0000 1.2720 0 21 0.5597 0 21 0.4332 1.9590 1.9046 .4634 .3153
0302u 3.2556 3.6173 600.0000 0.7579 0 26 0.8409 0 26 0.2328 1.9590 1.9046 1.431 1.424
14a14bo 75.9084 3.3944 500.0000 1.9133 0 18 0.3979 0 13 0.0252 3.1091 2.8364 .2382 .6727
14a14bu 0.1368 1.9347 300.0000 0.1448 0 33 2.0227 0 33 1.0588 3.1091 2.8364 4.363 4.121
FREE # 1 Undefnd Undefnd Undefn 4.6672 0 21
*==================================================*
| 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 0.0193 0.6710 0.0055
5047 2.4167 21.2222 0.0000 336.3611 0.0770 0.7685 0.0411
5114b 3.0278 17.3889 0.0000 339.5833 0.0566 0.5658 0.0104
4342 0.1667 359.8333 0.0000 0.0000 0.0171 0.6804 0.0051
3736 0.1667 34.1548 0.0000 325.6786 0.1185 1.6039 0.0413
3534 2.6667 357.3333 0.0000 0.0000 0.1429 1.4427 0.1164
3422 2.6667 18.2778 0.0000 339.0556 0.1695 1.7245 0.1171
3130 0.1667 29.8750 0.0000 329.9583 0.0873 1.7543 0.0123
3024 0.1667 22.4603 0.0000 337.3730 0.1304 0.1639 3.4054
3036 6.0625 30.7083 323.2292 0.0000 0.1493 2.6622 0.0974
2827 0.1667 0.0000 0.0000 359.8333 0.0418 0.2410 0.0913
2726 344.1250 15.8750 0.0000 0.0000 0.1211 2.4480 0.0268
2629 0.2500 359.7500 0.0000 0.0000 0.1024 1.2776 0.0743
2930 0.2500 29.8194 0.0000 329.9306 0.1015 1.2677 0.1394
2725 0.1667 359.8333 0.0000 0.0000 0.1110 0.1139 2.1386
2524 0.1667 34.7679 0.0000 325.0655 0.1118 0.1144 2.0550
2422 0.1667 359.8333 0.0000 0.0000 0.1745 0.2906 3.4018
L575 0.1667 14.6944 0.0000 345.1389 0.0796 1.3070 0.0721
2117 1.7333 16.7222 0.0000 341.5444 0.1527 1.5461 0.0227
1714B 333.7222 18.3056 7.9722 0.0000 0.1467 3.3633 0.1055
1716 0.1667 357.6250 0.0000 2.2083 0.2938 0.8902 3.6204
1615 0.1667 359.8333 0.0000 0.0000 0.2281 0.4522 3.9977
1614A 3.0000 41.2083 315.7917 0.0000 0.2282 0.4619 2.3248
4514B 325.6458 24.0556 0.0000 10.2986 0.0878 1.9228 0.0920
4515 0.1667 359.8333 0.0000 0.0000 0.0894 0.0728 2.4882
1502 0.1667 359.8333 0.0000 0.0000 0.2378 0.5397 2.5424
14A13 115.6250 244.3750 0.0000 0.0000 0.3666 4.8667 0.5579
1312 115.5833 244.4167 0.0000 0.0000 0.3198 5.2741 0.4050
1211 4.0000 356.0000 0.0000 0.0000 0.4299 7.7107 0.2833
1103 0.1667 359.8333 0.0000 0.0000 0.3483 6.7447 0.3466
0912 349.7778 10.2222 0.0000 0.0000 0.1741 1.8400 0.0095
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1136 1.2282
0811 347.6944 7.4167 0.0000 4.8889 0.1208 1.2415 0.0216
0804 0.1667 359.8333 0.0000 0.0000 0.1299 0.1634 1.3271
0201 0.1667 359.8333 0.0000 0.0000 0.3533 5.2484 0.8711
5248 0.1667 0.0000 0.0000 359.8333 0.0210 0.6274 0.0095
4845 2.8333 34.2361 0.0000 322.9306 0.0984 0.9908 0.0329
4250 0.1667 357.5833 0.0000 2.2500 0.0342 1.7054 0.0075
5338 0.1667 357.5625 0.0000 2.2708 0.0436 1.5232 0.0053
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 338.0833 19.0833 0.0000 2.8333 0.0518 0.3789 0.1033
4746u 0.1667 359.8333 0.0000 0.0000 0.0843 0.0729 1.5589
4645o 337.3333 22.6667 0.0000 0.0000 0.0558 0.6659 0.0737
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5407
3836o 2.4167 357.5833 0.0000 0.0000 0.1042 1.7565 0.0225
3635o 337.7222 0.0000 0.0000 22.2778 0.0445 1.8609 0.0533
2217o 341.5000 4.1611 0.0000 14.3389 0.0780 0.9864 0.1919
2217u 0.1667 359.8333 0.0000 0.0000 0.2161 0.4611 3.3679
2019o 351.7188 6.0000 0.0000 2.2813 0.0481 0.4766 0.0306
2019u 0.1667 359.8333 0.0000 0.0000 0.1352 0.1667 2.5069
1918o 352.6944 7.3056 0.0000 0.0000 0.0604 0.9272 0.0243
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.3156
1817o 339.4479 10.3611 0.0000 10.1910 0.0879 1.5241 0.1149
1817u 0.1667 359.8333 0.0000 0.0000 0.1821 0.2952 2.1517
1009o 354.4111 5.5889 0.0000 0.0000 0.0196 0.1202 0.0082
1009u 0.1667 359.8333 0.0000 0.0000 0.1080 0.1139 1.6833
0706o 347.0317 12.9683 0.0000 0.0000 0.0425 0.3281 0.0198
0706u 0.1667 359.8333 0.0000 0.0000 0.0903 0.0727 1.2485
0604o 344.2444 0.0000 0.0000 15.7556 0.0563 0.4734 0.0799
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.6906
0504o 350.5278 6.6944 0.0000 2.7778 0.0375 0.2817 0.0162
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0730 1.8617
0403o 352.5604 0.0000 0.0000 7.4396 0.0607 0.6028 0.0419
0403u 0.1667 359.8333 0.0000 0.0000 0.2203 0.4630 2.5135
0302o 344.1278 2.0139 0.0000 13.8583 0.0873 2.2729 0.0654
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.9868 0.6723
14a14bo 341.1667 17.2083 0.0000 1.6250 0.1344 7.0695 0.0619
14a14bu 3.0278 356.9722 0.0000 0.0000 0.0839 0.0727 1.8981
*===========================================*
| 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 0.0055 119.3334 0.0003 0.9989 0.1616 0.0040 0.1146 3.3447
5047 0.0215 465.1435 0.0011 0.9839 1.0643 0.0126 0.1251 0.0350
5114b 0.0036 77.8227 0.0002 0.9793 0.9857 0.0063 0.0630 0.0350
4342 0.0054 116.8136 0.0003 0.9989 0.1910 0.0032 0.1013 3.3447
3736 0.0057 123.0735 0.0003 0.9989 0.9651 0.0205 0.2519 1.4865
3534 0.0236 508.6957 0.0028 0.9819 0.2082 0.0123 0.1223 0.0350
3422 0.0239 516.2209 0.0027 0.9819 0.4410 0.0155 0.1555 0.0450
3130 0.0084 180.4169 0.0005 0.9989 0.8767 0.0124 0.2474 2.6014
3024 0.0487 1052.2089 0.0016 0.9989 1.4679 0.0478 0.0459 0.9663
3036 0.0009 19.7075 0.0038 0.9650 0.0103 0.0505 0.5747 0.0204
2827 0.0096 206.7744 0.0006 0.9989 1.3093 0.0076 0.0280 1.4865
2726 0.0102 221.0096 0.0013 0.1195 0.0365 0.0323 0.1991 0.0200
2629 0.0124 267.2991 0.0012 0.9989 0.1703 0.0186 0.1164 2.6014
2930 0.0281 607.7507 0.0022 0.9989 0.6929 0.0196 0.1616 1.4865
2725 0.0163 352.2029 0.0007 0.9989 1.2131 0.0288 0.0229 0.9663
2524 0.0161 347.0624 0.0007 0.9961 1.7005 0.0277 0.0222 0.0158
2422 0.0651 1405.6305 0.0027 0.9989 0.8630 0.0635 0.0797 0.9663
L575 0.0143 309.7117 0.0011 0.9989 0.5768 0.0132 0.1357 3.3447
2117 0.0082 177.4104 0.0007 0.9898 0.8804 0.0151 0.1511 0.0200
1714B 0.0146 314.6978 0.0040 0.1900 0.0120 0.0178 0.3321 0.0208
1716 0.1649 3562.9170 0.0062 0.9989 1.0437 0.0897 0.2022 Section 4
0.9663
1615 0.1172 2532.0473 0.0043 0.9989 0.5665 0.0845 0.1383 0.9663
1614A 0.0478 1033.1278 0.0031 0.9795 0.0915 0.0654 0.1130 0.0130
4514B 0.0328 708.5544 0.0025 0.2389 0.1423 0.0127 0.1991 0.0210
4515 0.0228 492.3475 0.0008 0.9989 0.5595 0.0401 0.0268 0.9663
1502 0.1401 3026.3251 0.0050 0.9989 0.7409 0.0904 0.1462 0.9663
14A13 -0.0999 -2157.642 0.0064 0.7271 0.0017 0.0886 0.6239 0.1238
1312 0.1001 2162.6745 0.0066 0.7269 0.0467 0.0587 0.6442 0.1227
1211 0.0989 2135.2871 0.0063 0.9743 0.0319 0.0741 1.0162 0.1242
1103 0.1194 2579.4408 0.0066 0.9989 0.1435 0.0842 0.9412 9.2909
0912 0.0012 25.5230 0.0002 0.0733 0.0050 0.0246 0.2568 0.0450
0908 0.0074 159.6100 0.0004 0.9989 0.6406 0.0253 0.0191 1.0406
0811 0.0032 69.9394 0.0005 0.0908 0.0399 0.0130 0.1324 0.0450
0804 0.0119 257.3056 0.0008 0.9989 0.5097 0.0334 0.0312 0.9663
0201 0.3373 7286.6551 0.0155 0.9989 0.5206 0.0949 0.8238 2.9731
5248 0.0114 246.2870 0.0006 0.9989 0.6710 0.0043 0.1115 3.3447
4845 0.0165 356.1389 0.0008 0.9809 0.9043 0.0164 0.1641 0.0350
4250 0.0127 274.8148 0.0008 0.9989 0.2379 0.0060 0.2701 3.3447
5338 0.0062 133.0646 0.0003 0.9989 0.0523 0.0119 0.3903 3.3447
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0009 0.0137 0.0450
4746o 0.0101 218.8162 0.0009 0.1589 0.1380 0.0057 0.0326 0.0206
4746u 0.0205 441.9821 0.0004 0.9989 1.2014 0.0270 0.0194 0.9663
4645o 0.0106 228.7928 0.0009 0.1648 0.0710 0.0075 0.0638 0.0206
4645u 0.0201 434.5724 0.0005 0.9989 0.6598 0.0289 0.0210 1.0406
3836o 0.0143 308.2290 0.0006 0.9837 0.0511 0.0426 0.4455 0.0202
3635o 0.0218 470.6733 0.0026 0.1615 0.0977 0.0041 0.1148 0.0350
2217o 0.0187 404.8760 0.0021 0.1340 0.0928 0.0076 0.0594 0.0207
2217u 0.0907 1959.5870 0.0036 0.9989 0.7404 0.0753 0.1148 0.9663
2019o 0.0037 79.3621 0.0007 0.0609 0.0740 0.0017 0.0171 0.0200
2019u 0.0224 483.7403 0.0012 0.9989 1.7112 0.0346 0.0265 0.9663
1918o 0.0012 26.0948 0.0004 0.0522 0.0047 0.0055 0.0733 0.0205
1918u 0.0458 989.1046 0.0021 0.9989 1.1113 0.0468 0.0522 0.9663
1817o 0.0252 544.5677 0.0020 0.1482 0.0638 0.0103 0.1288 0.0205
1817u 0.0333 720.2475 0.0023 0.9989 0.6204 0.0559 0.0688 0.9663
1009o 0.0004 8.4074 0.0001 0.0383 0.0281 0.0007 0.0042 0.0208
1009u 0.0082 176.9271 0.0005 0.9989 1.0958 0.0225 0.0155 1.0406
0706o 0.0022 47.1650 0.0003 0.0960 0.0542 0.0028 0.0197 0.0209
0706u 0.0056 120.6274 0.0003 0.9989 0.6239 0.0226 0.0137 0.9663
0604o 0.0108 233.6249 0.0012 0.1167 0.1579 0.0040 0.0297 0.0204
0604u 0.0216 466.1725 0.0009 0.9989 1.3805 0.0306 0.0233 0.9663
0504o 0.0012 26.7473 0.0002 0.0664 0.0574 0.0014 0.0095 0.0207
0504u 0.0070 150.7154 0.0004 0.9989 0.6205 0.0228 0.0136 0.9663
0403o 0.0042 91.3314 0.0010 0.0520 0.0477 0.0019 0.0187 0.0450
0403u 0.0646 1395.5495 0.0032 0.9989 2.4903 0.0556 0.0863 0.9663
0302o 0.0296 638.3628 0.0030 0.1167 0.0607 0.0069 0.1697 0.0288
0302u 0.1594 3443.0898 0.0029 0.9989 0.1335 0.0826 0.2436 0.5203
14a14bo 0.0421 908.7106 0.0046 0.1365 0.0450 0.0100 0.4556 0.0350
14a14bu 0.0099 213.9237 0.0006 0.9793 0.1672 0.0324 0.0220 0.0130
FREE # 1 0.3374 7288.6527
*===============================================================*
| 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 0.1297 0.0000 0.9863 0.0194 0.0243 8.9243 7.0319 Max Flow
5047 0.3943 0.0000 0.4713 0.0548 0.0601 5.7602 4.6992 Max Flow
5114b 0.0963 0.0000 0.1445 0.0213 0.0225 4.8227 3.0799 Max Flow
4342 0.1336 0.0000 0.9823 0.0189 0.0225 9.2227 7.3295 Max Flow
3736 0.1494 0.0000 0.0035 0.0834 0.0708 7.0712 5.8619 Max Flow
3534 1.1452 0.0000 0.1035 0.1116 0.1483 4.3491 4.2440 Max Flow
3422 1.1303 0.0000 0.3802 0.1106 0.1446 4.2445 3.6100 Max Flow
3130 0.2252 0.0000 0.0305 0.0236 0.0253 7.5255 5.8619 Max Flow
3024 0.4505 1.3136 1.1690 0.4292 0.3590 5.8094 3.2714 Max Flow
3036 0.8814 0.0000 0.0130 0.1698 0.1973 5.8676 5.8603 Max Flow
2827 0.2590 0.0000 1.5967 0.1039 0.0845 8.3851 6.7845 Max Flow
2726 0.4916 0.0000 0.0027 0.0396 0.0335 6.7337 6.7324 Max Flow
2629 0.4928 0.0000 0.1712 0.1319 0.2231 6.7335 6.5516 Max Flow
2930 0.8805 0.0000 0.2153 0.1697 0.1514 6.5516 5.8651 Max Flow
2725 0.2605 0.8536 0.6074 0.3506 0.3750 6.7076 5.2183 Max Flow
2524 0.2493 0.4792 1.4974 0.3474 0.2776 5.2550 3.1985 Max Flow
2422 0.6478 0.2738 0.4305 0.5183 0.3955 3.6116 2.8157 Max Flow
L575 0.4754 0.0000 1.2097 0.1132 0.1335 4.8335 3.5375 Max Flow
2117 0.2162 0.0000 0.0176 0.0363 0.0471 3.0480 3.0366 Max Flow
1714B 1.1942 0.0000 0.0274 0.1950 0.2692 3.1347 3.1091 Max Flow
1716 2.0578 -0.1821 0.1694 0.8160 0.6184 3.0642 3.0797 Max Flow
1615 1.2163 0.4247 0.3184 0.6653 0.7500 3.0785 2.3308 Max Flow
1614A 0.8457 0.4142 0.0573 0.5699 0.7500 3.0466 2.5721 Max Flow
4514B 0.8392 0.0000 0.0829 0.1641 0.1559 3.6564 3.1020 Max Flow
4515 0.1742 0.6489 1.0137 1.0303 0.2221 3.5303 1.8636 Max Flow
1502 1.3667 -0.2125 0.7603 0.6990 0.8250 2.3408 1.8172 Max Flow
14A13 0.0131 0.0000 0.0079 0.0653 0.1196 1.9809 1.9648 Max Flow
1312 2.6774 0.0000 0.2076 0.4848 0.8047 2.6633 2.4516 Max Flow
1211 2.5203 0.0000 0.1927 0.4684 0.7737 2.4666 2.2777 Max Flow
1103 2.5909 0.0000 0.3185 0.4411 0.9445 2.2854 1.9589 Max Flow
0912 0.0850 0.0000 0.0044 0.0192 0.0258 3.5266 2.3138 Max Flow
0908 0.1340 0.1600 0.3313 0.2699 0.2591 3.5026 3.0110 Max Flow
0811 0.2027 0.0000 0.1980 0.0349 0.0505 3.0507 2.1218 Max Flow
0804 0.2418 0.2046 0.3553 0.3460 0.4500 3.0047 2.4405 Max Flow
0201 4.6672 0.0000 0.1199 0.6435 0.8547 1.9046 1.7847 Max Flow
5248 0.2051 0.0000 2.2054 0.0251 0.0290 7.0326 4.8251 Max Flow
4845 0.3085 0.0000 0.1630 0.0465 0.0559 4.6559 3.6527 Max Flow
4250 0.2872 0.0000 0.3087 0.0240 0.0295 7.3297 5.7591 Max Flow
5338 0.1438 0.0000 0.1104 0.0202 0.0247 8.5248 6.0807 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.3692 0.0000 0.5038 0.1182 0.1011 4.7013 4.1088 Max Flow
4746u 0.1018 0.3328 0.2681 0.2469 0.1814 4.6782 4.0773 Max Flow
4645o 0.3654 0.0000 0.2103 0.1177 0.1106 4.1107 3.6562 Max Flow
4645u 0.0990 0.0795 0.3878 0.2439 0.2218 4.0947 3.6274 Max Flow
3836o 0.1783 0.0000 0.0043 0.0885 0.0891 6.0895 5.8511 Max Flow
3635o 1.1215 0.0000 0.5677 0.0856 0.0880 5.8609 5.2856 Max Flow
2217o 0.8654 0.0000 0.4500 0.2188 0.2186 3.6187 3.1686 Max Flow
2217u 1.0246 0.2691 0.2934 0.6223 0.7500 3.4395 2.8372 Max Flow
2019o 0.2898 0.0000 0.2750 0.0445 0.0318 7.0322 6.0661 Max Flow
2019u 0.4277 1.2365 0.6571 0.4243 0.2698 6.9376 5.0504 Max Flow
1918o 0.1505 0.0000 0.0515 0.0828 0.0702 6.0706 3.2229 Max Flow
1918u 0.8511 0.7706 2.0754 0.5620 0.4460 6.0699 3.2217 Max Flow
1817o 0.8503 0.0000 0.0857 0.1698 0.2265 3.2269 3.1261 Max Flow
1817u 0.6125 0.1969 0.2170 0.5071 0.6000 3.0235 2.6213 Max Flow
1009o 0.0448 0.0000 0.5814 0.0190 0.0171 4.6178 3.5259 Max Flow
1009u 0.1840 0.4683 0.6248 0.3133 0.2451 4.6148 3.5218 Max Flow
0706o 0.1219 0.0000 0.1350 0.0368 0.0357 5.0357 4.5705 Max Flow
0706u 0.0877 0.2575 0.2396 0.2306 0.1855 5.0121 4.5150 Max Flow
0604o 0.5348 0.0000 1.6957 0.0902 0.0705 4.5707 2.8705 Max Flow
0604u 0.3056 0.5170 1.7068 0.9988 0.3012 4.4988 2.2735 Max Flow
0504o 0.0973 0.0000 0.2899 0.0317 0.0277 4.3281 2.8647 Max Flow
0504u 0.1352 0.5952 1.1995 0.2743 0.2180 4.3023 2.5016 Max Flow
0403o 0.4139 0.0000 0.7999 0.0564 0.0612 2.8656 2.0564 Max Flow
0403u 1.1842 0.8102 0.2139 0.6598 0.4249 2.8204 1.7583 Max Flow
0302o 1.2720 0.0000 0.0439 0.0934 0.1690 1.9590 1.9046 Max Flow
0302u 0.7576 0.0645 0.0027 0.2962 0.1784 1.8892 1.8219 Max Flow
14a14bo 1.9130 0.0000 0.0132 0.1275 0.1190 3.1091 2.8349 Max Flow
14a14bu 0.1448 0.4680 0.2186 0.2788 0.2668 2.9220 2.2305 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 253.1667 104.5000 2.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 109.0000 248.0000 3.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 2.0000 357.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 1.6667 355.6667 2.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 7.3333 350.0000 2.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 75.8333 284.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 354.0000 6.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 354.8333 0.0000 0.0000 0.0000 5.1667 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 0.3333 308.1667 51.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 1.0000 0.1667 341.3333 6.3333 0.8333 0.0000 10.3333 0.0000 None
2524 0.3333 0.0000 359.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 335.1667 0.3333 0.0000 19.8333 3.5000 0.0000 None
L575 302.6667 57.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 85.5000 272.8333 1.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 26.3333 333.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 318.3333 7.6667 0.0000 19.6667 13.1667 0.0000 None
1615 0.3333 269.1667 0.8333 1.6667 27.0000 0.0000 61.0000 0.0000 None
1614A 0.0000 322.5000 0.0000 14.1667 21.3333 1.8333 0.1667 0.0000 None
4514B 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.6667 0.3333 359.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 249.6667 102.5000 0.1667 0.0000 7.6667 0.0000 0.0000 0.0000 None
14A13 0.0000 244.3333 115.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 3.1667 241.3333 115.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 356.1667 3.8333 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 9.0000 349.8333 0.0000 1.1667 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 343.1667 0.6667 0.0000 12.6667 2.3333 0.0000 None
0811 2.1667 10.0000 347.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 306.5000 28.8333 0.0000 11.6667 4.5000 8.5000 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 279.8333 79.8333 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 236.6667 120.5000 2.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 0.6667 359.0000 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 1.3333 358.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.8333 0.3333 326.0000 0.6667 0.0000 23.5000 8.6667 0.0000 None
4645o 0.0000 2.8333 357.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 322.1667 0.8333 0.0000 34.6667 1.1667 0.0000 None
3836o 0.0000 357.6667 2.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635o 9.6667 12.6667 337.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217o 1.5000 1.3333 357.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 267.3333 71.5000 0.1667 0.0000 21.0000 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 351.6667 0.0000 0.0000 0.0000 7.3333 0.0000 None
1918o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.1667 1.0000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 5.6667 14.8333 339.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.6667 313.6667 0.8333 3.5000 18.0000 22.3333 0.0000 None
1009o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.8333 0.3333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 4.5000 355.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 342.0000 0.3333 0.0000 16.0000 0.5000 0.0000 None
0604o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.1667 1.0000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.1667 1.0000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 2.3333 5.1667 352.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.5000 0.6667 339.3333 0.0000 0.0000 0.0000 19.5000 0.0000 None
0302o 9.1667 6.6667 344.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 229.3333 108.5000 0.0000 18.0000 3.0000 0.0000 None
14a14bo 0.3333 2.1667 357.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
14a14bu 0.0000 0.0000 320.0000 6.5000 0.0000 32.3333 1.1667 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
5453 351.7500 352.9444 0.0000 0.0000
5047 19.0000 19.0278 0.0000 0.0000
5114b 16.9167 16.9722 324.5667 0.0000
4342 351.0000 352.1319 0.0000 0.0000
3736 34.1071 34.1548 148.8214 0.0000
3534 346.8611 346.8889 0.1458 0.0000
3422 17.1778 17.1944 311.0556 0.0000
3130 29.4722 29.4722 161.7083 0.0000
3024 0.0000 0.0000 323.9750 0.0000
3036 0.0000 13.1944 0.0000 0.0000
2827 0.1389 1.0556 29.4444 0.0000
2726 353.9653 354.0417 0.0000 0.0000
2629 7.1667 7.3889 0.0000 0.0000
2930 29.5833 29.7222 0.0000 0.0000
2725 0.0000 0.0000 337.2222 0.0000
2524 12.7232 12.7470 336.2083 0.0000
2422 320.4097 335.5056 63.3264 0.0000
L575 13.0833 13.0833 0.0000 0.0000
2117 2.0000 16.3889 324.4583 0.0000
1714B 0.0000 12.3056 0.0000 0.0000
1716 268.9603 272.2500 298.9417 0.0000
1615 247.2333 319.3472 1.0000 0.0000
1614A 0.0000 6.6036 0.0000 0.0000
4514B 24.0139 343.6667 321.8889 0.0000
4515 313.9167 316.5000 19.7083 0.0000
1502 1.0556 1.6111 25.4722 0.0000
14A13 317.7917 317.9583 0.0000 0.0000
1312 329.2667 336.1556 0.3333 0.0000
1211 341.3563 352.4206 0.0000 0.0000
1103 46.2292 57.0833 0.0000 0.0000
0912 351.1667 351.1667 0.0000 0.0000
0908 340.4097 343.3167 0.0000 0.0000
0811 346.3056 346.3333 0.0278 0.0000
0804 334.0278 342.2778 0.0000 0.0000
0201 8.0219 16.1405 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 32.7500 32.7708 0.0000 0.0000
4250 69.2500 69.2500 0.0000 0.0000
5338 357.5625 358.7500 1.1875 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 346.3889 346.6944 1.8611 0.0000
4746u 0.9167 319.9167 323.0556 0.0000
4645o 351.7222 351.7222 0.0000 0.0000
4645u 321.8056 321.8889 5.0833 0.0000
3836o 357.5833 357.5833 0.0000 0.0000
3635o 0.0000 0.0000 0.1111 0.0000
2217o 4.8722 5.7604 0.0278 0.0000
2217u 0.0000 0.0000 8.6389 0.0000
2019o 5.9236 5.9792 346.1493 0.0000
2019u 321.5000 343.7153 350.3125 0.0000
1918o 348.1389 348.1389 0.0000 0.0000
1918u 336.7743 337.0035 335.7768 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 307.3333 332.6389 0.4083 0.0000
1009o 348.9396 348.9500 0.0000 0.0000
1009u 337.3333 342.0556 299.0000 0.0000
0706o 353.0476 353.0476 0.0000 0.0000
0706u 333.6667 341.1181 1.8958 0.0000
0604o 0.1397 0.1397 353.1083 0.0000
0604u 337.8028 340.2917 339.8333 0.0000
0504o 347.9722 348.0000 3.7222 0.0000
0504u 339.6361 340.8889 3.0486 0.0000
0403o 0.0000 0.0000 341.8299 0.0000
0403u 59.9444 74.6667 318.6389 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 232.1750 339.2222 0.0000 0.0000
14a14bo 17.2083 17.2083 329.9167 0.0000
14a14bu 316.6528 319.1389 0.2083 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 0.1822 0.2150 0.1822 0.0403 0.0491 0.0403 0.2213 0.2284 0.2213 14.6046 15.0762 14.6046 0.0278
5047 0.1503 0.5140 0.1503 0.0002 0.3940 0.0002 0.0010 0.7664 0.0010 0.0479 36.0221 0.0479 0.0782
5114b 0.0499 0.1706 0.0499 0.0000 0.0963 0.0000 0.0006 0.5647 0.0006 0.0277 28.2346 0.0277 0.0576
4342 0.1849 0.2222 0.1849 0.0436 0.0463 0.0436 0.2360 0.2084 0.2360 12.9811 11.4613 12.9811 0.0258
3736 0.0252 0.1066 0.0252 0.0033 0.1428 0.0033 0.1310 1.3403 0.1310 6.5504 67.0143 6.5504 0.2278
3534 0.1246 0.7952 0.1246 0.0002 1.1451 0.0002 0.0013 1.4400 0.0013 0.0135 14.3998 0.0135 0.1469
3422 0.1399 0.6578 0.1399 0.0004 1.1303 0.0004 0.0031 1.7183 0.0031 0.1230 68.7324 0.1230 0.1753
3130 0.0273 0.1285 0.0273 0.0000 0.2252 0.0000 0.0008 1.7527 0.0008 0.0431 96.3987 0.0431 0.0885
3036 0.1148 0.4170 0.1148 0.0432 0.7954 0.0432 0.3765 1.9075 0.3765 6.7769 34.3353 6.7769 0.2929
2827 0.0000 1.0841 0.0000 0.0000 0.2593 0.0000 0.0000 0.2392 0.0000 0.0000 11.9578 0.0000 0.0849
2726 0.0493 0.2011 0.0493 0.0001 0.4916 0.0001 0.0019 2.4442 0.0019 0.0190 24.4416 0.0190 0.1234
2629 0.1501 0.4110 0.1501 0.0090 0.4748 0.0090 0.0602 1.1552 0.0602 2.7083 51.9832 2.7083 0.2011
2930 0.1560 0.7511 0.1560 0.0091 0.8626 0.0091 0.0586 1.1484 0.0586 2.8117 55.1252 2.8117 0.2003
L575 0.0000 0.3677 0.0000 0.0000 0.4799 0.0000 0.0000 1.3052 0.0000 0.0000 78.3115 0.0000 0.1624
2117 0.0266 0.1406 0.0266 0.0001 0.2167 0.0001 0.0021 1.5419 0.0021 0.0206 15.4194 0.0206 0.1573
1714B 0.1684 0.4982 0.1377 0.1925 0.9623 0.0396 1.1432 1.9317 0.2876 32.0094 54.0863 8.0537 0.2958
4514B 0.1605 0.6161 0.0913 0.1101 0.7237 0.0056 0.6862 1.1746 0.0610 16.4685 28.1896 1.4643 0.2035
14A13 0.3350 0.5808 0.0000 0.2172 2.4473 0.0000 0.6485 4.2136 0.0000 6.4845 42.1358 0.0000 1.0921
1312 0.1751 0.5157 0.5524 0.0273 2.3579 0.2972 0.1560 4.5719 0.5381 2.1836 64.0069 7.5333 0.7920
1211 0.0000 0.3273 0.0000 0.0000 2.5219 0.0000 0.0000 7.7043 0.0000 0.0000 285.0609 0.0000 0.8586
1103 0.2161 0.4490 0.3678 0.3776 2.1376 0.0758 1.7468 4.7609 0.2062 61.1375 166.6317 7.2158 0.9086
0912 0.0063 0.0463 0.0063 0.0000 0.0851 0.0000 0.0018 1.8365 0.0018 0.0966 101.0055 0.0966 0.1874
0811 0.0221 0.1635 0.0221 0.0000 0.2027 0.0000 0.0008 1.2399 0.0008 0.0440 68.1933 0.0440 0.1265
0201 0.1100 1.2254 0.0993 0.1271 4.5034 0.0366 1.1552 3.6751 0.3691 11.5522 36.7505 3.6906 0.8547
5248 0.3109 0.3627 0.3109 0.0596 0.0884 0.0596 0.1918 0.2437 0.1918 11.1257 14.1359 11.1257 0.0294
4845 0.0913 0.3122 0.0913 0.0002 0.3082 0.0002 0.0017 0.9874 0.0017 0.1015 59.2450 0.1015 0.1008
4250 0.1648 0.1811 0.1648 0.1090 0.0692 0.1090 0.6615 0.3824 0.6615 38.3691 22.1777 38.3691 0.0432
5338 0.0921 0.0995 0.0921 0.0484 0.0471 0.0484 0.5250 0.4732 0.5250 40.9477 36.9110 40.9477 0.0523
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 0.9803 0.0000 0.0000 0.3694 0.0000 0.0000 0.3768 0.0000 0.0000 9.4199 0.0000 0.1052
4645o 0.0000 0.5724 0.0000 0.0000 0.3654 0.0000 0.0000 0.6384 0.0000 0.0000 21.0674 0.0000 0.1381
3836o 0.0286 0.1169 0.0286 0.0043 0.1697 0.0043 0.1522 1.4509 0.1522 6.0871 58.0375 6.0871 0.2372
3635o 0.5378 0.6971 0.5680 0.2948 0.4601 0.3707 0.5482 0.6600 0.6527 10.9630 13.2006 13.0533 0.0886
2217o 0.2725 1.1926 0.1098 0.0911 0.7748 0.0001 0.3344 0.6496 0.0010 11.7034 22.7372 0.0355 0.2187
2019o 0.0994 0.6089 0.0994 0.0000 0.2898 0.0000 0.0003 0.4760 0.0003 0.0088 14.2810 0.0088 0.0486
1918o 0.0248 0.1713 0.0248 0.0010 0.1496 0.0003 0.0387 0.8734 0.0108 4.2527 96.0749 1.1922 0.1668
1817o 0.1445 0.6650 0.1444 0.0362 0.8063 0.0079 0.2504 1.2124 0.0549 5.5086 26.6723 1.2086 0.2081
1009o 0.1437 0.3993 0.1437 0.0008 0.0433 0.0008 0.0056 0.1084 0.0056 0.2821 5.4207 0.2821 0.0217
0706o 0.1539 0.4277 0.1539 0.0051 0.1119 0.0051 0.0329 0.2616 0.0329 0.9857 7.8488 0.9857 0.0523
0604o 0.4860 1.3508 0.4860 0.0291 0.4772 0.0291 0.0599 0.3533 0.0599 3.4142 20.1356 3.4142 0.0707
0504o 0.1410 0.3918 0.1410 0.0036 0.0902 0.0036 0.0255 0.2303 0.0255 1.6036 14.5077 1.6036 0.0461
0403o 0.1175 0.6872 0.1175 0.0000 0.4139 0.0000 0.0003 0.6022 0.0003 0.0054 12.0450 0.0054 0.0615
0302o 0.5022 0.5321 0.5868 0.0563 0.5074 0.7083 0.1121 0.9535 1.2072 1.1214 9.5348 12.0716 0.1192
14a14bo 0.2304 0.3299 0.2182 0.4241 1.0302 0.4590 1.8408 3.1230 2.1041 18.4081 31.2303 21.0408 0.2252
*========================================================*
| 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 0.3355 0.4087 0.3355 1.0796 0.09643 34.904 0.3355 0.4087 0.3355 1.0796 0.09643 34.904 0.0000 0.0000 0.0000 None
5047 .001557 4.0047 .001557 4.0078 0.07393 9.9261 .001557 4.0047 .001557 4.0078 0.07393 9.9261 0.0000 0.0000 0.0000 None
5114b .000690 2.4069 .000690 2.4083 0.08079 9.9192 .000690 2.4069 .000690 2.4083 0.08079 9.9192 0.0000 0.0000 0.0000 None
4342 0.3306 0.3507 0.3306 1.0118 0.09683 39.903 0.3306 0.3507 0.3306 1.0118 0.09683 39.903 0.0000 0.0000 0.0000 None
3736 0.4656 20.119 0.4656 21.050 0.5153 14.485 0.4656 20.119 0.4656 21.050 0.5153 14.485 0.0000 0.0000 0.0000 None
3534 .001682 11.456 .001682 11.460 0.08163 9.9184 .001682 11.456 .001682 11.460 0.08163 9.9184 0.0000 0.0000 0.0000 None
3422 .004551 11.962 .004551 11.971 0.06493 9.9351 .004551 11.962 .004551 11.971 0.06493 9.9351 0.0000 0.0000 0.0000 None
3130 .000946 9.9465 .000946 9.9484 0.08230 19.918 .000946 9.9465 .000946 9.9484 0.08230 19.918 0.0000 0.0000 0.0000 None
3036 1.9367 35.648 1.9367 39.522 0.9743 19.026 1.9367 35.648 1.9367 39.522 0.9743 19.026 0.0000 0.0000 0.0000 None
2827 0.0000 1.4394 0.0000 1.4394 3.5394 11.461 0.0000 1.4394 0.0000 1.4394 3.5394 11.461 0.0000 0.0000 0.0000 None
2726 .005785 30.298 .005785 30.309 0.06914 19.931 .005785 30.298 .005785 30.309 0.06914 19.931 0.0000 0.0000 0.0000 None
2629 0.1680 8.8302 0.1680 9.1663 3.9306 16.069 0.1680 8.8302 0.1680 9.1663 3.9306 16.069 0.0000 0.0000 0.0000 None
2930 0.1621 15.303 0.1621 15.627 3.9571 16.043 0.1621 15.303 0.1621 15.627 3.9571 16.043 0.0000 0.0000 0.0000 None
L575 0.0000 5.4376 0.0000 5.4376 1.9622 18.038 0.0000 5.4376 0.0000 5.4376 1.9622 18.038 0.0000 0.0000 0.0000 None
2117 .005683 22.470 .005683 22.481 0.07378 9.9262 .005683 22.470 .005683 22.481 0.07378 9.9262 0.0000 0.0000 0.0000 None
1714B 7.2826 36.403 1.4982 45.184 0.08450 22.792 7.2826 36.403 1.4982 45.184 0.08450 22.792 0.0000 0.0000 0.0000 None
4514B 2.4181 15.888 0.1223 18.428 0.08237 21.022 2.4181 15.888 0.1223 18.428 0.08237 21.022 0.0000 0.0000 0.0000 None
14A13 1.9154 21.578 0.0000 23.493 7.9737 19.942 1.9154 21.578 0.0000 23.493 7.9737 19.942 0.0000 0.0000 0.0000 None
1312 0.2544 21.959 2.7683 24.982 13.536 32.639 0.2544 21.959 2.7683 24.982 13.536 32.639 0.0000 0.0000 0.0000 None
1211 0.0000 35.484 0.0000 35.484 12.441 29.840 0.0000 35.484 0.0000 35.484 12.441 29.840 0.0000 0.0000 0.0000 None
1103 4.8043 27.200 0.9648 32.969 17.193 40.009 4.8043 27.200 0.9648 32.969 17.193 40.009 0.0000 0.0000 0.0000 None
0912 .001728 13.364 .001728 13.368 0.08126 9.9187 .001728 13.364 .001728 13.368 0.08126 9.9187 0.0000 0.0000 0.0000 None
0811 .000606 6.9439 .000606 6.9451 0.08735 9.9127 .000606 6.9439 .000606 6.9451 0.08735 9.9127 0.0000 0.0000 0.0000 None
0201 1.8454 65.392 0.5320 67.770 19.454 40.005 1.8454 65.392 0.5320 67.770 19.454 40.005 0.0000 0.0000 0.0000 None
5248 0.3071 0.4553 0.3071 1.0695 0.09613 29.904 0.3071 0.4553 0.3071 1.0695 0.09613 29.904 0.0000 0.0000 0.0000 None
4845 .003061 6.1087 .003061 6.1148 0.06641 9.9336 .003061 6.1087 .003061 6.1148 0.06641 9.9336 0.0000 0.0000 0.0000 None
4250 1.5182 0.9644 1.5182 4.0007 0.09335 49.907 1.5182 0.9644 1.5182 4.0007 0.09335 49.907 0.0000 0.0000 0.0000 None
5338 1.4138 1.3758 1.4138 4.2034 0.09154 34.908 1.4138 1.3758 1.4138 4.2034 0.09154 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 2.6177 0.0000 2.6177 10.925 19.075 0.0000 2.6177 0.0000 2.6177 10.925 19.075 0.0000 0.0000 0.0000 None
4645o 0.0000 5.7533 0.0000 5.7533 10.901 19.099 0.0000 5.7533 0.0000 5.7533 10.901 19.099 0.0000 0.0000 0.0000 None
3836o 0.5788 22.595 0.5788 23.752 2.7684 17.232 0.5788 22.595 0.5788 23.752 2.7684 17.232 0.0000 0.0000 0.0000 None
3635o 1.7772 2.7737 2.2349 6.7858 0.09102 41.807 1.7772 2.7737 2.2349 6.7858 0.09102 41.807 0.0000 0.0000 0.0000 None
2217o 1.1052 9.3985 .001351 10.505 2.4014 15.021 1.1052 9.3985 .001351 10.505 2.4014 15.021 0.0000 0.0000 0.0000 None
2019o .000321 3.1687 .000321 3.1694 0.08786 9.9121 .000321 3.1687 .000321 3.1694 0.08786 9.9121 0.0000 0.0000 0.0000 None
1918o 0.06225 9.6966 0.01745 9.7763 8.0102 19.910 0.06225 9.6966 0.01745 9.7763 8.0102 19.910 0.0000 0.0000 0.0000 None
1817o 0.7515 16.749 0.1648 17.665 3.5458 20.714 0.7515 16.749 0.1648 17.665 3.5458 20.714 0.0000 0.0000 0.0000 None
1009o .007891 0.4215 .007891 0.4373 1.9796 8.0204 .007891 0.4215 .007891 0.4373 1.9796 8.0204 0.0000 0.0000 0.0000 None
0706o 0.08268 1.8300 0.08268 1.9954 1.2442 8.7558 0.08268 1.8300 0.08268 1.9954 1.2442 8.7558 0.0000 0.0000 0.0000 None
0604o 0.1841 3.0186 0.1841 3.3869 0.8044 9.1956 0.1841 3.0186 0.1841 3.3869 0.8044 9.1956 0.0000 0.0000 0.0000 None
0504o 0.05883 1.4794 0.05883 1.5971 1.3947 8.6053 0.05883 1.4794 0.05883 1.5971 1.3947 8.6053 0.0000 0.0000 0.0000 None
0403o .000160 2.0842 .000160 2.0845 0.09122 9.9088 .000160 2.0842 .000160 2.0845 0.09122 9.9088 0.0000 0.0000 0.0000 None
0302o 0.8543 7.6973 10.746 19.297 27.118 53.006 0.8543 7.6973 10.746 19.297 27.118 53.006 0.0000 0.0000 0.0000 None
14a14bo 12.361 30.024 13.379 55.764 3.8450 56.038 12.361 30.024 13.379 55.764 3.8450 56.038 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 8.9243 7.0326 66.0000 17.5000 17.4036 17.4036 5.0000 17.4036 17.4036 5.0000 34.8071 34.8071
5047 5.7602 4.7014 47.0000 9.9000 9.8261 9.8261 9.8000 0.0261 0.0261 0.0000 9.8521 9.8521
5114b 4.8227 3.1091 50.0000 9.9000 9.8192 9.8192 9.8000 0.0192 0.0192 0.0000 9.8384 9.8384
4342 9.2227 7.3297 55.0000 20.0000 19.9032 19.9032 5.0000 19.9032 19.9032 5.0000 39.8063 39.8063
3736 7.0712 5.8676 50.0000 11.4000 10.8847 10.8847 7.9000 3.0847 3.0847 0.1000 13.9694 13.9694
3534 4.3493 4.2446 10.0000 9.9000 9.8184 9.8184 9.8000 0.0184 0.0184 0.0000 9.8367 9.8367
3422 4.2446 3.6188 40.0000 9.9000 9.8351 9.8351 9.8000 0.0351 0.0351 0.0000 9.8701 9.8701
3130 7.5255 5.8676 55.0000 19.9000 19.8177 19.8177 19.8000 0.0177 0.0177 0.0000 19.8354 19.8354
3036 5.8676 5.8609 18.0000 14.0000 13.0257 13.0257 8.1000 5.0257 5.0257 0.1000 18.0515 18.0515
2827 8.3851 6.7846 50.0000 11.4000 7.8606 7.8606 7.9000 0.0606 0.0606 0.1000 7.9212 7.9212
2726 6.7337 6.7335 10.0000 19.9000 19.8309 19.8309 19.8000 0.0309 0.0309 0.0000 19.8617 19.8617
2629 6.7335 6.5516 45.0000 14.0000 10.0694 10.0694 8.1000 2.0694 2.0694 0.1000 12.1388 12.1388
2930 6.5516 5.8676 48.0000 14.0000 10.0429 10.0429 8.1000 2.0429 2.0429 0.1000 12.0859 12.0859
L575 4.8367 3.6188 60.0000 10.0000 8.0378 8.0378 9.9000 8.0378 8.0378 9.9000 16.0757 16.0757
2117 3.1349 3.1348 10.0000 9.9000 9.8262 9.8262 9.8000 0.0262 0.0262 0.0000 9.8524 9.8524
1714B 3.1348 3.1091 28.0000 19.0000 18.9155 18.9155 8.1000 3.7920 3.7920 0.1000 22.7076 22.7076
4514B 3.6564 3.1091 24.0000 19.0000 18.9176 18.9176 8.1000 2.0222 2.0222 0.1000 20.9398 20.9398
14A13 2.6648 2.8364 10.0000 13.6000 5.6263 5.6263 1.6000 6.3423 6.3423 6.4000 11.9686 11.9686
1312 2.6648 2.4669 14.0000 19.0000 5.4641 5.4641 3.1000 13.6393 13.6393 6.6000 19.1034 19.1034
1211 2.4669 2.2854 37.0000 16.9000 4.4592 4.4592 5.5000 12.9401 12.9401 13.6000 17.3993 17.3993
1103 2.2854 1.9590 35.0000 33.1000 15.9069 15.9069 3.8000 6.9090 6.9090 3.9000 22.8159 22.8159
0912 3.5266 2.4669 55.0000 9.9000 9.8187 9.8187 9.8000 0.0187 0.0187 0.0000 9.8375 9.8375
0811 3.0507 2.2854 55.0000 9.9000 9.8127 9.8127 9.8000 0.0127 0.0127 0.0000 9.8253 9.8253
0201 1.9046 1.7847 10.0000 33.1000 13.6457 13.6457 3.8000 6.9045 6.9045 2.0000 20.5502 20.5502
5248 7.0326 4.8252 58.0000 15.0000 14.9039 14.9039 5.0000 14.9039 14.9039 5.0000 29.8077 29.8077
4845 4.6559 3.6564 60.0000 9.9000 9.8336 9.8336 9.8000 0.0336 0.0336 0.0000 9.8672 9.8672
4250 7.3297 5.7602 58.0000 25.0000 24.9066 24.9066 5.0000 24.9066 24.9066 5.0000 49.8133 49.8133
5338 8.5248 6.0895 78.0000 17.5000 17.4085 17.4085 5.0000 17.4085 17.4085 5.0000 34.8169 34.8169
3851 6.0895 4.8227 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.7014 4.1107 25.0000 19.0000 8.0751 8.0751 8.1000 0.0751 0.0751 0.1000 8.1503 8.1503
4645o 4.1107 3.6564 33.0000 19.0000 8.0986 8.0986 8.1000 0.0986 0.0986 0.1000 8.1973 8.1973
3836o 6.0895 5.8609 40.0000 14.0000 11.2316 11.2316 8.1000 3.2316 3.2316 0.1000 14.4632 14.4632
3635o 5.8609 5.2857 20.0000 19.6000 19.5090 19.5090 5.2000 22.2068 22.2068 6.5000 41.7158 41.7158
2217o 3.6188 3.1687 35.0000 11.0000 8.5986 8.5986 0.1000 4.0206 4.0206 4.0000 12.6192 12.6192
2019o 7.0322 6.0707 30.0000 9.9000 9.8121 9.8121 9.8000 0.0121 0.0121 0.0000 9.8243 9.8243
1918o 6.0706 3.2269 110.0000 19.0000 10.9898 10.9898 8.1000 0.9101 0.9101 0.1000 11.8999 11.8999
1817o 3.2269 3.1348 22.0000 19.0000 15.4542 15.4542 8.1000 1.7135 1.7135 0.1000 17.1678 17.1678
1009o 4.6178 3.5266 50.0000 7.5000 5.5204 5.5204 5.0000 0.5204 0.5204 0.0000 6.0408 6.0408
0706o 5.0357 4.5707 30.0000 7.5000 6.2558 6.2558 5.0000 1.2558 1.2558 0.0000 7.5116 7.5116
0604o 4.5707 2.8706 57.0000 7.5000 6.6956 6.6956 5.0000 1.6956 1.6956 0.0000 8.3913 8.3913
0504o 4.3281 2.8656 63.0000 7.5000 6.1053 6.1053 5.0000 1.1053 1.1053 0.0000 7.2107 7.2107
0403o 2.8656 2.0564 20.0000 9.9000 9.8088 9.8088 9.8000 0.0088 0.0088 0.0000 9.8176 9.8176
0302o 1.9590 1.9046 10.0000 37.0000 9.8819 9.8819 8.0000 16.0061 16.0061 0.0000 25.8879 25.8879
14a14bo 3.1091 2.8364 10.0000 28.0000 24.1550 24.1550 8.0000 28.0380 28.0380 8.0000 52.1930 52.1930
*=========================================================*
| 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 0.1298 119.3334 0.1958 0.7658 ## N54 8.9000 8.9243
5047 0.3943 465.1435 0.5187 3.3740 ## N53 8.5000 8.5248
5114b 0.0964 77.8227 0.4061 1.6382 ## N52 7.0000 7.0326
4342 0.1336 116.8136 0.1967 0.5923 ## N38 5.0000 6.0895
3736 0.1494 123.0735 0.7488 16.6606 ## N51 3.8000 4.8227
3534 1.1454 508.6957 0.7943 14.3960 ## N48 3.6000 4.6559
3422 1.1312 516.2209 0.6701 21.6636 ## N50 4.7000 5.7602
3130 0.2253 180.4169 0.3895 8.5947 ## N47 3.6000 4.7014
3024 0.4506 1052.2089 2.9601 8.0768 ## N46 3.0000 4.1107
3036 0.8818 19.7075 0.3314 48.6396 ## N45 2.5000 3.6564
2827 0.2593 206.7744 1.0768 0.6362 ## N43 9.2000 9.2227
2726 0.4918 221.0096 0.2357 23.4899 ## N42 7.3000 7.3297
2629 0.4929 267.2991 0.3863 53.9198 ## N37 7.0000 7.0712
2930 0.8809 607.7507 0.9400 19.4780 ## N36 4.4700 5.8609
2725 0.2608 352.2029 2.4242 3.3397 ## N35 3.2000 4.3493
2524 0.2503 347.0624 2.4487 5.8755 ## N34 4.1000 4.2446
2422 0.6544 1405.6305 2.3072 11.2196 ## N31 7.5000 7.5255
L575 0.4799 309.7117 0.5379 12.8758 ## N30 4.2000 5.8676
2117 0.2169 177.4104 0.4683 15.6405 ## N29 6.4000 6.5516
1714B 1.1945 314.6978 0.3553 94.8373 ## N28 8.3000 8.3851
1716 2.0603 3562.9170 2.3728 26.0934 ## N27 5.3500 6.7337
1615 1.2163 2532.0473 2.7366 12.4756 ## N26 6.5000 6.7335
1614A 0.8460 1033.1278 1.9078 4.6313 ## N25 4.8700 5.6986
4514B 0.8394 708.5544 0.9709 18.3965 ## N24 2.5900 4.1774
4515 0.1742 492.3475 2.4349 2.2062 ## N23 4.7000 4.8367
1502 1.3668 3026.3251 2.7013 48.6704 ## N22 1.8600 3.6188
14A13 -2.6646 -2157.6423 -0.5484 44.0759 ## N21 2.0000 3.1349
1312 2.6824 2162.6745 0.5177 73.6056 ## N20 6.0000 7.0322
1211 2.5219 2135.2871 0.3299 288.8429 ## N19 4.5000 6.0707
1103 2.5910 2579.4408 0.4019 231.9185 ## N18 1.9000 3.2269
0912 0.0851 25.5230 0.0561 28.9227 ## N17 1.7500 3.1348
0908 0.1340 159.6100 1.1999 5.5980 ## N16 1.3400 3.1417
0811 0.2027 69.9394 0.3975 16.0355 ## N15 1.2100 2.4453
0804 0.2418 257.3056 1.5113 8.1278 ## N14B 1.8000 3.1091
0201 4.6672 7286.6551 1.3705 52.4846 ## N14A 1.6000 2.8364
5248 0.2077 246.2870 0.3321 0.4034 ## N13 1.8600 2.6648
4845 0.3085 356.1389 0.3223 8.5060 ## N12 1.6800 2.4669
4250 0.2872 274.8148 0.1716 3.7574 ## N11 1.3400 2.2854
5338 0.1438 133.0646 0.1075 4.0996 ## N10 3.6000 4.6178
3851 0.0000 0.0000 0.0000 0.0713 ## N9 2.5000 3.5266
4746o 0.3694 218.8162 0.9908 1.7579 ## N8 2.0000 3.0507
4746u 0.1018 441.9821 1.4302 2.3952 ## N7 4.0000 5.0357
4645o 0.3654 228.7928 0.6006 6.9595 ## N6 3.5000 4.5707
4645u 0.0990 434.5724 1.3771 3.1909 ## N5 3.3000 4.3281
3836o 0.1783 308.2290 0.1082 45.5260 ## N4 1.7000 2.8656
3635o 1.1256 470.6733 0.6057 5.5413 ## N3 1.1000 1.9590
2217o 0.8660 404.8760 1.0389 16.7688 ## N2 1.0500 1.9046
2217u 1.0256 1959.5870 2.3092 16.1955 ## N1 0.9300 1.7847
2019o 0.2899 79.3621 0.7702 1.0172 ##
2019u 0.4290 483.7403 2.6787 4.8423 ##
1918o 0.1509 26.0948 0.1656 7.0859 ##
1918u 0.8511 989.1046 2.9830 16.0034 ##
1817o 0.8504 544.5677 0.5798 32.4619 ##
1817u 0.6164 720.2475 2.1710 6.5026 ##
1009o 0.0449 8.4074 0.3747 0.1456 ##
1009u 0.1840 176.9271 1.6663 5.2131 ##
0706o 0.1220 47.1650 0.3735 1.4101 ##
0706u 0.0877 120.6274 1.2226 2.1561 ##
0604o 0.5354 233.6249 1.1318 1.1198 ##
0604u 0.3057 466.1725 2.7472 4.1304 ##
0504o 0.0974 26.7473 0.4830 0.7824 ##
0504u 0.1352 150.7154 1.8879 3.3026 ##
0403o 0.4139 91.3314 0.6867 0.8420 ##
0403u 1.1842 1395.5495 2.8159 9.2586 ##
0302o 1.2720 638.3628 0.5597 21.9014 ##
0302u 0.7579 3443.0898 0.8409 26.7201 ##
14a14bo 1.9133 908.7106 0.3979 46.9180 ##
14a14bu 0.1448 213.9237 2.0227 0.7209 ##
FREE # 1 4.6672 7288.6527 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 0.1298 119.3334
N50 N47 0.3943 465.1435
N51 N14B 0.0964 77.8227
N43 N42 0.1336 116.8136
N37 N30 0.1494 123.0735
N35 N34 1.1454 508.6957
N34 N22 1.1312 516.2209
N31 N30 0.2253 180.4169
N30 N24 0.4506 1052.2089
N30 N36 0.8818 19.7075
N28 N27 0.2593 206.7744
N27 N26 0.4918 221.0096
N26 N29 0.4929 267.2991
N29 N30 0.8809 607.7507
N27 N25 0.2608 352.2029
N25 N24 0.2503 347.0624
N24 N22 0.6544 1405.6305
N23 N22 0.4799 309.7117
N21 N17 0.2169 177.4104
N17 N14B 1.1945 314.6978
N17 N16 2.0603 3562.9170
N16 N15 1.2163 2532.0473
N16 N14A 0.8460 1033.1278
N45 N14B 0.8394 708.5544
N45 N15 0.1742 492.3475
N15 N2 1.3668 3026.3251
N13 N14A 2.6646 2157.6423
N13 N12 2.6824 2162.6745
N12 N11 2.5219 2135.2871
N11 N3 2.5910 2579.4408
N9 N12 0.0851 25.5230
N9 N8 0.1340 159.6100
N8 N11 0.2027 69.9394
N8 N4 0.2418 257.3056
N2 N1 4.6672 7286.6551
N52 N48 0.2077 246.2870
N48 N45 0.3085 356.1389
N42 N50 0.2872 274.8148
N53 N38 0.1438 133.0646
N47 N46 0.5721 660.7983
N46 N45 0.5609 663.3652
N38 N36 0.1783 308.2290
N36 N35 1.1256 470.6733
N22 N17 1.8190 2364.4629
N20 N19 0.5974 563.1024
N19 N18 1.0018 1015.1993
N18 N17 1.1600 The text continues on section 5.