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e50y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:17.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 8 line(s) and found 5 items(s) from your cfg file.
Input File : C:\XPS\eagill\existing.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\Eagle\Flows.int
Input File to Layer # 2 C:\XPS\Eagle\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
$minlen=10.0 10.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 70
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 69
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 69
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 649
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 44
Number of Storage junctions in Extran (NVSE)........ 0
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 0
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 70
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 70
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
EAGLE DRIVE TEWANTIN
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 9.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 12
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 96.5000 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 1924 540 N54#2 1884 540 N52#1 2424 540
N52#2 4020 1080 N48#1 2424 540 N48#2 1888 540
N43#1 1892 540 N43#2 1888 540 N42#1 2424 540
N42#2 1880 540 N50#1 2420 540 N50#2 1884 540
N47#1 1924 540 N47#2 3776 1080 N45#1 1924 540
N45#2 3792 1080 N53#1 1752 540 N53#2 1888 540
N38#1 1904 540 N38#2 1880 540 N37#1 1904 540
N37#2 3812 1080 N31#1 1904 540 N31#2 3812 1080
N28#1 1904 540 N28#2 3816 1080 N27#1 1896 540
N27#2 3780 1080 N35#1 1920 540 N35#2 1920 540
N23#1 1900 540 N23#2 3828 1080 N22#1 1896 540
N22#2 1892 540 N21#1 1892 540 N21#2 3808 1080
N20#1 1856 540 N20#2 1760 540 N19#1 1908 540
N19#2 3748 1080 N18#1 1888 540 N18#2 3772 1080
N17#1 1912 540 N17#2 3880 1080 N10#1 1904 540
N10#2 1880 540 N8#1 1900 540 N8#2 1876 540
N7#1 1900 540 N7#2 1876 540 N6#1 1884 540
N6#2 1832 540 N5#1 1900 540 N5#2 1880 540
N4#1 1900 540 N4#2 1876 540 N11#1 1836 540
N11#2 3808 1080 N2#1 1892 540 N2#2 3784 1080
N26#1 1892 540 N26#2 1848 540 N29#1 1908 540
N29#2 3788 1080 N30#1 1912 540 N30#2 3824 1080
N36#1 1904 540 N36#2 3816 1080 N51#1 2424 540
N51#2 1892 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 96.5000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.294740E+04 96.500
Total Infiltration 1.506806E+02 1.123
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.280049E+04 95.405
Total Water remaining in Surface Storage 3.669281E+00 0.027
Infiltration over the Pervious Area... 1.506806E+02 1.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.295484E+04 96.555
Total Precipitation + Initial Storage. 1.294740E+04 96.500
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............... -0.0574
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 1.280049E+04 95.405
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 1.279430E+04 95.359
Initial Storage + Inflow.................... 1.280049E+04 95.405
Final Storage + Outflow + Diverted GW....... 1.279430E+04 95.359
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0484
##################################################
# 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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.55648 0.00000 94.56298 0.00000 94.56381
Total Losses (mm)...... 0.00000 1.92105 0.00000 1.91825 0.00000 1.91786
Remaining Depth (mm)... 0.00000 0.02247 0.00000 0.01878 0.00000 0.01833
Peak Runoff Rate (cms). 0.00000 0.13675 0.00000 0.13287 0.00000 0.12727
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.62034 0.00000 96.52173 96.65583 96.52107 0.00000
Peak Runoff Rate (cms). 0.00070 0.00000 0.00070 0.01407 0.00070 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.62034 0.00000 96.52173 96.65583 96.52107 0.00000
Peak Runoff Rate (cms). 0.00070 0.00002 0.00070 0.01407 0.00070 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) 96.62034 94.55648 96.52173 94.75133 96.52107 94.56381
Peak Runoff Rate (cms). 0.00070 0.13675 0.00070 0.14694 0.00070 0.12727
Unit Runoff (mm/hr).... 253.26696 234.15642 253.37954 238.12436 253.37955 236.92856
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.56817 0.00000 94.55317 0.00000 94.56159
Total Losses (mm)...... 0.00000 1.91572 0.00000 1.92233 0.00000 1.91888
Remaining Depth (mm)... 0.00000 0.01611 0.00000 0.02450 0.00000 0.01953
Peak Runoff Rate (cms). 0.00000 0.13668 0.00000 0.18541 0.00000 0.19707
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.54025 0.00000 96.52805 0.00000 96.54196 0.00000
Peak Runoff Rate (cms). 0.00067 0.00000 0.00070 0.00000 0.00070 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.54025 0.00000 96.52805 0.00000 96.54196 0.00000
Peak Runoff Rate (cms). 0.00067 0.00002 0.00070 0.00002 0.00070 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) 96.54025 94.56817 96.52805 94.55317 96.54196 94.56159
Peak Runoff Rate (cms). 0.00067 0.13668 0.00070 0.18541 0.00070 0.19707
Unit Runoff (mm/hr).... 242.10500 238.52983 253.54269 232.88710 254.42710 236.09593
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.52308 0.00000 94.53151 0.00000 94.56696
Total Losses (mm)...... 0.00000 1.93069 0.00000 1.92884 0.00000 1.91633
Remaining Depth (mm)... 0.00000 0.04623 0.00000 0.03965 0.00000 0.01671
Peak Runoff Rate (cms). 0.00000 0.16519 0.00000 0.15429 0.00000 0.15282
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.63297 96.60962 96.63764 96.61460 96.35073 0.00000
Peak Runoff Rate (cms). 0.02513 0.04142 0.02303 0.03817 0.00051 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.63297 96.60962 96.63764 96.61460 96.35073 0.00000
Peak Runoff Rate (cms). 0.02513 0.04142 0.02303 0.03817 0.00051 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) 96.63297 94.89865 96.63764 94.90647 96.35073 94.56696
Peak Runoff Rate (cms). 0.02513 0.20661 0.02303 0.19246 0.00051 0.15282
Unit Runoff (mm/hr).... 253.34878 227.26962 253.36231 229.80975 184.60064 238.08987
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.55146 0.00000 94.57295 0.00000 94.57512
Total Losses (mm)...... 0.00000 1.92296 0.00000 1.91315 0.00000 1.91190
Remaining Depth (mm)... 0.00000 0.02558 0.00000 0.01390 0.00000 0.01298
Peak Runoff Rate (cms). 0.00000 0.15994 0.00000 0.06022 0.00000 0.09154
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.55873 0.00000 96.56315 96.61654 96.56312 96.61876
Peak Runoff Rate (cms). 0.02933 0.00000 0.06165 0.02721 0.09042 0.04123
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.55873 0.00000 96.56315 96.61654 96.56312 96.61876
Peak Runoff Rate (cms). 0.02933 0.00083 0.06165 0.02721 0.09042 0.04123
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) 96.55873 94.55146 96.56315 95.18602 96.56312 95.18821
Peak Runoff Rate (cms). 0.02933 0.15994 0.06165 0.08743 0.09042 0.13277
Unit Runoff (mm/hr).... 247.64305 232.23077 248.65982 244.12410 248.65287 244.65278
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.57228 0.00000 94.53507 0.00000 94.64192
Total Losses (mm)...... 0.00000 1.91352 0.00000 1.92796 0.00000 1.85664
Remaining Depth (mm)... 0.00000 0.01420 0.00000 0.03697 0.00000 0.00145
Peak Runoff Rate (cms). 0.00000 0.11256 0.00000 0.18818 0.00000 0.01453
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.56351 96.62765 96.54616 96.57505 96.60738 0.00000
Peak Runoff Rate (cms). 0.10415 0.03960 0.14053 0.11243 0.03485 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.56351 96.62765 96.54616 96.57505 96.60738 0.00000
Peak Runoff Rate (cms). 0.10415 0.03960 0.14053 0.11243 0.03485 0.00099
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) 96.56351 95.08612 96.54616 95.24906 96.60738 94.64192
Peak Runoff Rate (cms). 0.10415 0.15216 0.14053 0.30060 0.03485 0.01453
Unit Runoff (mm/hr).... 248.73614 243.32648 244.07331 234.66573 253.04847 251.08846
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.60632 0.00000 94.57048 0.00000 94.58269
Total Losses (mm)...... 0.00000 1.88914 0.00000 1.91451 0.00000 1.90718
Remaining Depth (mm)... 0.00000 0.00454 0.00000 0.01501 0.00000 0.01013
Peak Runoff Rate (cms). 0.00000 0.18215 0.00000 0.14045 0.00000 0.09956
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.55192 96.60250 96.54692 0.00000 96.54025 96.57755
Peak Runoff Rate (cms). 0.00068 0.22646 0.00067 0.00000 0.00067 0.12554
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.55192 96.60250 96.54692 0.00000 96.54025 96.57755
Peak Runoff Rate (cms). 0.00068 0.22646 0.00067 0.00002 0.00067 0.12554
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) 96.55192 95.70422 96.54692 94.57048 96.54025 95.67986
Peak Runoff Rate (cms). 0.00068 0.40861 0.00067 0.14045 0.00067 0.22511
Unit Runoff (mm/hr).... 245.82678 250.97413 244.31404 239.36022 242.10500 247.61959
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.40190 0.00000 94.51172 0.00000 94.51286
Total Losses (mm)...... 0.00000 1.94267 0.00000 1.93278 0.00000 1.93259
Remaining Depth (mm)... 0.00000 0.15543 0.00000 0.05549 0.00000 0.05455
Peak Runoff Rate (cms). 0.00000 0.16078 0.00000 0.27547 0.00000 0.23240
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.48976 0.00000 96.57548 96.56294 96.53453 96.63589
Peak Runoff Rate (cms). 0.44866 0.00000 0.08568 0.16947 0.05952 0.03001
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.48976 0.00000 96.57548 96.56294 96.53453 96.63589
Peak Runoff Rate (cms). 0.44866 0.01270 0.08568 0.16947 0.05952 0.03001
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) 96.48976 94.40190 96.57548 95.22965 96.53453 94.72516
Peak Runoff Rate (cms). 0.44866 0.16078 0.08568 0.44495 0.05952 0.26241
Unit Runoff (mm/hr).... 223.40809 186.46152 250.81695 228.45391 240.07376 221.52703
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.55036 0.00000 94.55073 0.00000 94.54082
Total Losses (mm)...... 0.00000 1.92336 0.00000 1.92322 0.00000 1.92640
Remaining Depth (mm)... 0.00000 0.02628 0.00000 0.02604 0.00000 0.03278
Peak Runoff Rate (cms). 0.00000 0.06322 0.00000 0.07029 0.00000 0.06285
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.57954 96.65128 96.55876 0.00000 96.55316 0.00000
Peak Runoff Rate (cms). 0.01869 0.00768 0.15691 0.00000 0.14920 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.57954 96.65128 96.55876 0.00000 96.55316 0.00000
Peak Runoff Rate (cms). 0.01869 0.00768 0.15691 0.00444 0.14920 0.00422
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) 96.57954 94.76045 96.55876 94.55073 96.55316 94.54082
Peak Runoff Rate (cms). 0.01869 0.07090 0.15691 0.07029 0.14920 0.06285
Unit Runoff (mm/hr).... 251.32855 233.96664 247.65065 231.95220 246.18086 228.16516
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.54190 0.00000 94.48745 0.00000 94.54757
Total Losses (mm)...... 0.00000 1.92608 0.00000 1.93616 0.00000 1.92431
Remaining Depth (mm)... 0.00000 0.03201 0.00000 0.07639 0.00000 0.02812
Peak Runoff Rate (cms). 0.00000 0.06171 0.00000 0.17033 0.00000 0.06547
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.55152 0.00000 96.52179 0.00000 96.55612 0.00000
Peak Runoff Rate (cms). 0.14215 0.00000 0.44533 0.00000 0.15309 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.55152 0.00000 96.52179 0.00000 96.55612 0.00000
Peak Runoff Rate (cms). 0.14215 0.00403 0.44533 0.01261 0.15309 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) 96.55152 94.54190 96.52179 94.48745 96.55612 94.54757
Peak Runoff Rate (cms). 0.14215 0.06171 0.44533 0.17033 0.15309 0.06547
Unit Runoff (mm/hr).... 245.71216 228.57696 235.30576 209.58911 246.98266 230.73812
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.54042 0.00000 94.51736 0.00000 94.52291
Total Losses (mm)...... 0.00000 1.92651 0.00000 1.93180 0.00000 1.93073
Remaining Depth (mm)... 0.00000 0.03307 0.00000 0.05084 0.00000 0.04636
Peak Runoff Rate (cms). 0.00000 0.12186 0.00000 0.44629 0.00000 0.18126
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.55108 0.00000 96.45393 96.64702 96.54025 96.64044
Peak Runoff Rate (cms). 0.30714 0.00000 0.00058 0.04478 0.00067 0.02303
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.55108 0.00000 96.45393 96.64702 96.54025 96.64044
Peak Runoff Rate (cms). 0.30714 0.00870 0.00058 0.04478 0.00067 0.02303
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) 96.55108 94.54042 96.45393 94.68773 96.54025 94.73467
Peak Runoff Rate (cms). 0.30714 0.12186 0.00058 0.49107 0.00067 0.20429
Unit Runoff (mm/hr).... 245.58202 228.01282 211.47537 222.26881 242.10500 224.72277
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).... 96.50000 96.50000 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.52115 0.00000 94.54885 0.00000 94.58489
Total Losses (mm)...... 0.00000 1.93108 0.00000 1.92388 0.00000 1.90570
Remaining Depth (mm)... 0.00000 0.04777 0.00000 0.02727 0.00000 0.00941
Peak Runoff Rate (cms). 0.00000 0.02130 0.00000 0.18473 0.00000 0.07312
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.54045 0.00000 96.57271 96.57109 96.57890 96.63535
Peak Runoff Rate (cms). 0.01534 0.00000 0.09106 0.14472 0.06368 0.02808
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.54045 0.00000 96.57271 96.57109 96.57890 96.63535
Peak Runoff Rate (cms). 0.01534 0.00043 0.09106 0.14472 0.06368 0.02808
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) 96.54045 94.52115 96.57271 95.39819 96.57890 95.13851
Peak Runoff Rate (cms). 0.01534 0.02130 0.09106 0.32945 0.06368 0.10120
Unit Runoff (mm/hr).... 242.17173 220.90870 250.41546 239.18083 251.25336 246.54116
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).... 96.50000 96.50000 96.50000 96.50000
Max Intensity (mm/hr).. 251.28600 251.28600 251.28600 251.28600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 94.57064 0.00000 94.57450
Total Losses (mm)...... 0.00000 1.91442 0.00000 1.91227
Remaining Depth (mm)... 0.00000 0.01494 0.00000 0.01324
Peak Runoff Rate (cms). 0.00000 0.08185 0.00000 0.09484
Total Impervious Area
---------------------
Total Runoff Depth (mm) 96.56435 96.62122 96.51969 0.00000
Peak Runoff Rate (cms). 0.07200 0.03203 0.00070 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 96.56435 96.62122 96.51969 0.00000
Peak Runoff Rate (cms). 0.07200 0.03203 0.00070 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) 96.56435 95.12430 96.51969 94.57450
Peak Runoff Rate (cms). 0.07200 0.11387 0.00070 0.09484
Unit Runoff (mm/hr).... 248.91235 243.15864 253.37955 240.75746
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 = # # # # =
| # # # # |
| # # # # |
| # ##### # |
| # # |
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| # # |
| ##### # |
80.000 = # # =
| # ##### |
| # ###### |
| # # |
##### # |
# ##### |
# ##### |
# ##### |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE TEWANTIN
EXISTING CASE - 1 YEAR -
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 66.0 meters. Maximum Elevation : 8.59 meters.
Main Channel Length : 66.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 66.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 55.0 meters. Maximum Elevation : 8.19 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 7.62 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 15.0 Max Topwidth : 39.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 4.02E+01 m
" " : 0.045 Beyond Station 25.0 Max left bank area : 2.83 m^2
Max right bank area : 2.83 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.90 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 5248
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 5.72 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 10.0 Max Topwidth : 29.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.02E+01 m
" " : 0.045 Beyond Station 20.0 Max left bank area : 1.88 m^2
Max right bank area : 1.88 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4845
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4250
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 9.52 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 20.0 Max Topwidth : 49.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 5.02E+01 m
" " : 0.045 Beyond Station 30.0 Max left bank area : 3.78 m^2
Max right bank area : 3.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5338
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 78.0 meters. Maximum Elevation : 7.69 meters.
Main Channel Length : 78.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 78.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3851
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 42.0 meters. Maximum Elevation : 5.69 meters.
Main Channel Length : 42.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 42.0 meters. Maximum Section Area : 3.82 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 5.0 Max Topwidth : 19.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.02E+01 m
" " : 0.045 Beyond Station 15.0 Max left bank area : 0.93 m^2
Max right bank area : 0.93 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 20.0 meters. Maximum Elevation : 6.17 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 14.87 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.86 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 5.01 m^2
Max right bank area : 5.55 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.30 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14a14bo
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 66.0000 Natural 6.6692 0.0450 34.8760 0.2000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 4342 55.0000 Natural 7.6192 0.0450 39.8760 0.2000
5 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
6 3534 10.0000 Natural 3.9400 0.0350 9.9000 0.4000
7 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
8 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
9 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
10 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
11 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
12 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
13 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
14 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
15 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
16 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
17 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
18 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
19 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
20 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
21 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
22 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
23 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
24 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
25 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
26 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
27 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
28 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
29 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
30 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
31 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
32 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
33 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
34 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
35 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
36 5248 58.0000 Natural 5.7192 0.0450 29.8760 0.2000
37 4845 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
38 4250 58.0000 Natural 9.5192 0.0450 49.8760 0.2000
39 5338 78.0000 Natural 6.6692 0.0450 34.8760 0.2000
40 3851 42.0000 Natural 3.8192 0.0450 19.8760 0.2000
41 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
42 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
43 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
44 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
45 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
46 3635o 20.0000 Natural 14.8725 0.0350 41.8623 0.4000
47 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
48 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
49 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
50 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
51 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
52 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
53 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
54 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
55 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
56 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
57 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
58 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
59 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
60 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
61 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
62 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
63 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
64 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
65 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
66 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
67 14a14bo 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
68 14a14bu 10.0000 Circular 0.0707 0.0130 0.3000 0.3000
Total length of all conduits .... 2717.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5453 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4342 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5248 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4250 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5338 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14a14bu 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.10
5047 0.15
5114b 0.14
4342 0.12
3736 0.17
3534 0.99
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5248 0.12
4845 0.12
4250 0.12
5338 0.09
3851 0.16
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
3836o 0.19
3635o 0.47
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14a14bo 0.98
14a14bu 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.2518E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.1000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.7000 8.5000 0.0000 0.0000 100.0000
3 N52 10.0000 7.2000 7.0000 0.0000 0.0000 100.0000
4 N38 10.0000 6.4000 5.0000 0.0000 0.0000 100.0000
5 N51 10.0000 5.0000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
7 N50 10.0000 5.9000 4.7000 0.0000 0.0000 100.0000
8 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
9 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
10 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
11 N43 10.0000 9.4000 9.2000 0.0000 0.0000 100.0000
12 N42 10.0000 7.5000 7.3000 0.0000 0.0000 100.0000
13 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
14 N36 10.0000 6.1700 4.4700 0.0000 0.0000 100.0000
15 N35 10.0000 5.6000 3.2000 0.0000 0.0000 100.0000
16 N34 10.0000 4.5000 4.1000 0.0000 0.0000 100.0000
17 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
18 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
19 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
20 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
21 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
22 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
23 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
24 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
25 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
26 N22 10.0000 3.9000 1.8600 0.0000 0.0000 100.0000
27 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
28 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
29 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
30 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
31 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
32 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
33 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
34 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
35 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
36 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
37 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
38 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
39 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
40 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
41 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
42 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
43 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
44 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
45 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
46 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
47 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
48 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160933.7350 21464.0650 No Ponding Normal 0 0.0000
2 N53 -161132.8250 14803.0350 No Ponding Normal 0 0.0000
3 N52 -168049.5300 21557.1050 No Ponding Normal 0 0.0000
4 N38 -171342.0350 13776.1850 No Ponding Normal 0 0.0000
5 N51 -183391.7200 13671.2150 No Ponding Normal 0 0.0000
6 N48 -176025.4150 19815.8450 No Ponding Normal 0 0.0000
7 N50 -177291.3350 28776.7250 No Ponding Normal 0 0.0000
8 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
9 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
10 N45 -183781.4150 18191.7850 No Ponding Normal 0 0.0000
11 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
12 N42 -168854.7100 30176.4750 No Ponding Normal 0 0.0000
13 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
14 N36 -171002.6100 8477.4020 No Ponding Normal 0 0.0000
15 N35 -176413.7050 7885.9300 No Ponding Normal 0 0.0000
16 N34 -180869.7350 7741.9235 No Ponding Normal 0 0.0000
17 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
18 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
19 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
20 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
21 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
22 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
23 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
24 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
25 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
26 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
27 N21 -185150.2150 10420.6175 No Ponding Normal 0 0.0000
28 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
29 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
30 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
31 N17 -189367.5450 11390.8700 No Ponding Normal 0 0.0000
32 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
33 N15 -194635.3350 18302.1200 No Ponding Normal 0 0.0000
34 N14B -191784.3100 13315.6200 No Ponding Normal 0 0.0000
35 N14A -195516.3200 13900.7250 No Ponding Normal 0 0.0000
36 N13 -199544.1450 14155.5750 No Ponding Normal 0 0.0000
37 N12 -202640.9100 14379.8100 No Ponding Normal 0 0.0000
38 N11 -207024.4300 14873.4250 No Ponding Normal 0 0.0000
39 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
40 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
41 N8 -207636.5450 6126.5595 No Ponding Normal 0 0.0000
42 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
43 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
44 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
45 N4 -211049.3300 11314.7800 No Ponding Normal 0 0.0000
46 N3 -210711.3350 16862.2550 No Ponding Normal 0 0.0000
47 N2 -213577.0250 20559.9200 No Ponding Normal 0 0.0000
48 N1 -214633.7250 25034.5200 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N52 8.9000 7.0000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 5114b N51 N14B 4.8000 3.0000 No Design
4 4342 N43 N42 9.2000 7.3000 No Design
5 3736 N37 N30 7.0000 5.5200 No Design
6 3534 N35 N34 4.2000 4.1000 No Design
7 3422 N34 N22 4.1000 3.4000 No Design
8 3130 N31 N30 7.5000 5.7000 No Design
9 3024 N30 N24 4.2000 2.8600 No Design
10 3036 N30 N36 5.6200 5.5200 No Design
11 2827 N28 N27 8.3000 6.7000 No Design
12 2726 N27 N26 6.7000 6.5000 No Design
13 2629 N26 N29 6.5000 6.4000 No Design
14 2930 N29 N30 6.4000 5.6200 No Design
15 2725 N27 N25 5.3500 4.8700 No Design
16 2524 N25 N24 4.8700 2.8600 No Design
17 2422 N24 N22 2.5900 1.8600 No Design
18 L575 N23 N22 4.7000 3.4000 No Design
19 2117 N21 N17 3.0000 2.9500 No Design
20 1714B N17 N14B 2.8500 2.8000 No Design
21 1716 N17 N16 1.7500 1.3500 No Design
22 1615 N16 N15 1.3400 1.2100 No Design
23 1614A N16 N14A 1.6500 1.6000 No Design
24 4514B N45 N14B 3.5000 2.8500 No Design
25 4515 N45 N15 2.5000 1.2100 No Design
26 1502 N15 N2 1.2100 1.0500 No Design
27 14A13 N13 N14A 1.8600 1.6000 No Design
28 1312 N13 N12 1.8600 1.6800 No Design
29 1211 N12 N11 1.6800 1.3400 No Design
30 1103 N11 N3 1.3400 1.1000 No Design
31 0912 N9 N12 3.5000 2.0000 No Design
32 0908 N9 N8 2.5000 2.0000 No Design
33 0811 N8 N11 3.0000 2.0000 No Design
34 0804 N8 N4 2.0000 1.7000 No Design
35 0201 N2 N1 1.0500 0.9300 No Design
36 5248 N52 N48 7.0000 4.8000 No Design
37 4845 N48 N45 4.6000 3.5000 No Design
38 4250 N42 N50 7.3000 5.7000 No Design
39 5338 N53 N38 8.5000 6.0000 No Design
40 3851 N38 N51 6.1500 4.8000 No Design
41 4746o N47 N46 4.6000 4.0000 No Design
42 4746u N47 N46 3.6000 3.0000 No Design
43 4645o N46 N45 4.0000 3.5000 No Design
44 4645u N46 N45 3.0000 2.5000 No Design
45 3836o N38 N36 6.0000 5.5200 No Design
46 3635o N36 N35 5.7700 5.2000 No Design
47 2217o N22 N17 3.4000 2.9500 No Design
48 2217u N22 N17 1.8600 1.7500 No Design
49 2019o N20 N19 7.0000 6.0000 No Design
50 2019u N20 N19 6.0000 4.5000 No Design
51 1918o N19 N18 6.0000 3.0000 No Design
52 1918u N19 N18 4.5000 1.9000 No Design
53 1817o N18 N17 3.0000 2.9500 No Design
54 1817u N18 N17 1.9000 1.7500 No Design
55 1009o N10 N9 4.6000 3.5000 No Design
56 1009u N10 N9 3.6000 2.5000 No Design
57 0706o N7 N6 5.0000 4.5000 No Design
58 0706u N7 N6 4.0000 3.5000 No Design
59 0604o N6 N4 4.5000 2.8000 No Design
60 0604u N6 N4 3.5000 1.7000 No Design
61 0504o N5 N4 4.3000 2.8000 No Design
62 0504u N5 N4 3.3000 1.7000 No Design
63 0403o N4 N3 2.8000 2.0000 No Design
64 0403u N4 N3 1.7000 1.1000 No Design
65 0302o N3 N2 1.8200 1.8100 No Design
66 0302u N3 N2 1.1000 1.0500 No Design
67 14a14bo N14B N14A 2.9900 2.5000 No Design
68 14a14bu N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE TEWANTIN
EXISTING CASE
Title from immediately preceding computational layer
EAGLE DRIVE TEWANTIN
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 35
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.15
#################################################
# Element numbers of interface inlet locations: #
#################################################
N54 N52 N48 N43 N42 N50 N47
N45 N53 N38 N37 N31 N28 N27
N35 N23 N22 N21 N20 N19 N18
N17 N10 N8 N7 N6 N5 N4
N11 N2 N26 N29 N30 N36 N51
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file Section 3
was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 8.2971 0.0288
5047 2.8812 0.0234
5114b 3.5733 0.0360
4342 10.3858 0.0345
3736 14.9983 0.0296
3534 5.8173 0.0100
3422 6.0122 0.0175
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
5248 8.1651 0.0379
4845 2.5500 0.0183
4250 11.5986 0.0276
5338 8.7547 0.0321
3851 5.0145 0.0321
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
3836o 9.9729 0.0120
3635o 35.6736 0.0285
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14a14bo 75.9084 0.0490
14a14bu 0.1368 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 8.50 N52/ 0.00 / 7.00
N38/ 0.00 / 5.00 N51/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50/ 0.00 / 4.70 N47/ 0.00 / 3.60 N46/ 0.00 / 3.00
N45/ 0.00 / 2.50 N43/ 0.00 / 9.20 N42/ 0.00 / 7.30
N37/ 0.00 / 7.00 N36/ 0.00 / 4.47 N35/ 0.00 / 3.20
N34/ 0.00 / 4.10 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.00/ 7.00 5047/ 3.60/ 3.60 5114b/ 1.80/ 1.80
4342/ 7.30/ 7.30 3736/ 4.20/ 4.20 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 5248/ 3.60/ 3.60
4845/ 2.50/ 2.50 4250/ 4.70/ 4.70 5338/ 5.00/ 5.00
3851/ 3.80/ 3.80 4746o/ 3.00/ 3.00 4746u/ 3.00/ 3.00
4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50 3836o/ 4.47/ 4.47
3635o/ 3.20/ 3.20 2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75
2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90
1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75
1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50
0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70
0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10
0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 85.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.4677 6.1693 5.0000
N51 3.2136 8.0341 30.0000
N48 2.7656 6.9140 35.0000
N50 2.3979 5.9949 50.0000
N47 1.2687 3.1718 575.0000
N46 1.1038 2.7596 17430.0000
N45 1.1094 2.7735 20.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 2.0524 5.1309 20.0000
N35 3.6225 9.0563 0.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 0.2054 0.5136 135.0000
N29 50.0000 50.0000 0.0000
N28 48.5806 50.0000 0.0000
N27 2.4431 6.1076 40.0000
N26 28.2726 50.0000 0.0000
N25 2.5299 6.3247 10.0000
N24 0.6391 1.5977 25.0000
N23 19.5182 48.7954 0.0000
N22 0.6425 1.6062 250.0000
N21 1.8395 4.5989 100.0000
N20 0.8688 2.1719 270.0000
N19 0.2696 0.6741 380.0000
N18 1.1706 2.9264 30.0000
N17 1.6154 4.0385 40.0000
N16 3.0135 7.5337 0.0000
N15 9.4341 23.5853 0.0000
N14B 0.6946 1.7366 615.0000
N14A 12.6838 31.7096 0.0000
N13 34.9819 50.0000 0.0000
N12 25.5563 50.0000 0.0000
N11 44.2792 50.0000 0.0000
N10 1.1149 2.7873 655.0000
N9 1.6397 4.0992 55.0000
N8 0.8706 2.1766 20.0000
N7 0.9655 2.4136 640.0000
N6 1.1768 2.9419 20.0000
N5 2.2458 5.6145 60.0000
N4 3.4163 8.5406 5.0000
N3 24.2713 50.0000 0.0000
N2 19.9099 49.7748 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N46
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 5.5833 0.0007 0.0305 Normal Soln
5047 33.3718 33.3718 50.0000 0.0000 0.0020 0.2908 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0414 0.0810 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0009 0.0255 Normal Soln
3736 35.6055 35.6055 50.0000 0.0000 0.0022 0.0221 Normal Soln
3534 4.7843 4.7843 11.9286 0.0000 0.0074 0.4586 Normal Soln
3422 19.3842 19.3842 50.0000 0.0000 0.0098 0.4424 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0028 0.0381 Normal Soln
3024 7.3791 7.3791 17.2800 0.0000 -0.0242 2.3106 Normal Soln
3036 11.3402 11.3402 50.0000 0.0000 -0.0114 0.4661 Normal Soln
2827 29.2035 29.2035 46.7759 0.0000 0.0019 0.0366 Normal Soln
2726 7.7701 7.7701 26.1316 0.0000 -0.0399 0.0814 Normal Soln
2629 32.0482 32.0482 50.0000 0.0000 0.0024 0.3954 Normal Soln
2930 28.2896 28.2896 50.0000 0.0000 -0.0049 0.1493 Normal Soln
2725 4.9369 4.9369 12.4011 0.0000 0.0041 2.4110 Normal Soln
2524 14.4528 14.4528 32.6532 0.0000 -0.0109 2.0000 Normal Soln
2422 6.2766 6.2766 17.0191 0.0000 -0.0338 2.0154 Normal Soln
L575 46.5189 46.5189 50.0000 0.0000 -0.0041 0.2024 Normal Soln
2117 7.0826 7.0826 22.7598 0.0000 -0.0026 0.0718 Normal Soln
1714B 16.1469 16.1469 50.0000 0.0000 0.0394 0.5526 Normal Soln
1716 4.6213 4.6213 12.6738 0.0000 0.0195 1.5764 Normal Soln
1615 3.9128 3.9128 9.8483 0.0000 0.0088 3.6576 Normal Soln
1614A 1.7751 1.7751 5.2831 36.8333 0.0132 3.6418 Normal Soln
4514B 14.8067 14.8067 24.7584 0.0000 0.0236 0.0803 Normal Soln
4515 5.6874 5.6874 12.8988 0.0000 -0.0044 2.1490 Normal Soln
1502 15.1413 15.1413 33.1905 0.0000 0.0127 4.7801 Normal Soln
14A13 3.9112 3.9112 16.7122 0.0000 -0.0187 0.4078 Normal Soln
1312 6.2421 6.2421 25.5402 0.0000 0.0236 0.4248 Normal Soln
1211 14.7102 14.7102 50.0000 0.0000 0.0161 0.2901 Normal Soln
1103 15.6804 15.6804 50.0000 0.0000 0.0150 0.2024 Normal Soln
0912 28.7516 28.7516 50.0000 0.0000 -0.0018 0.0237 Normal Soln
0908 11.3940 11.3940 41.7363 0.0000 0.0023 2.0644 Normal Soln
0811 31.9862 31.9862 50.0000 0.0000 0.0022 0.0667 Normal Soln
0804 10.7607 10.7607 33.2450 0.0000 0.0063 3.0228 Normal Soln
0201 3.0584 3.0584 7.3205 297.9167 -0.5512 0.1636 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0010 0.0649 Normal Soln
4845 45.1163 45.1163 50.0000 0.0000 0.0018 0.2602 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0011 0.0486 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0009 0.0320 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 14.4916 14.4916 25.1104 0.0000 -0.0037 0.0461 Normal Soln
4746u 5.3042 5.3042 17.6771 0.0000 -0.0037 1.7861 Normal Soln
4645o 24.8323 24.8323 50.0000 0.0000 0.0028 0.0507 Normal Soln
4645u 6.9735 6.9735 23.9842 0.0000 0.0057 2.6897 Normal Soln
3836o 30.4039 30.4039 50.0000 0.0000 0.0013 0.0471 Normal Soln
3635o 15.0701 15.0701 31.3224 0.0000 0.0102 0.0730 Normal Soln
2217o 18.2403 18.2403 33.7480 0.0000 0.0106 0.1756 Normal Soln
2217u 5.5271 5.5271 15.5470 0.0000 -0.0759 4.0482 Normal Soln
2019o 22.8328 22.8328 37.8707 0.0000 0.0049 0.0506 Normal Soln
2019u 5.1443 5.1443 11.5115 0.0000 0.0052 1.6861 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0047 0.0178 Normal Soln
1918u 15.9256 15.9256 36.9111 0.0000 0.0158 2.0849 Normal Soln
1817o 14.6847 14.6847 38.4185 0.0000 0.0065 0.2046 Normal Soln
1817u 3.9823 3.9823 9.9764 0.0000 -0.0222 3.9091 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0097 0.0093 Normal Soln
1009u 10.3810 10.3810 30.0067 0.0000 -0.0021 1.9406 Normal Soln
0706o 29.5781 29.5781 50.0000 0.0000 -0.0020 0.0380 Normal Soln
0706u 6.7830 6.7830 24.5064 0.0000 -0.0023 1.8899 Normal Soln
0604o 30.6412 30.6412 50.0000 0.0000 0.0028 0.1112 Normal Soln
0604u 9.6913 9.6913 20.7888 0.0000 0.0039 2.2562 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0018 0.0240 Normal Soln
0504u 12.4112 12.4112 33.4228 0.0000 0.0031 1.9935 Normal Soln
0403o 13.8451 13.8451 29.5402 0.0000 0.0043 0.0882 Normal Soln
0403u 3.4046 3.4046 7.4008 0.0000 -0.0092 1.2351 Normal Soln
0302o 5.5146 5.5146 15.0595 0.0000 0.0143 1.9158 Normal Soln
0302u 2.7272 2.7272 11.9159 0.0000 0.0148 0.7433 Normal Soln
14a14bo 6.0980 6.0980 28.8218 0.0000 0.0228 0.0697 Normal Soln
14a14bu 1.9121 1.9121 5.2960 19.6667 0.0099 3.0202 Normal Soln
The conduit with the smallest time step limitation was..0201
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................0201
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.00 / 6.00/ N51/ 1.00 / 4.80/ N48/ 1.00 / 4.60/
N50/ 1.00 / 5.70/ N47/ 0.00 / 3.60/ N46/ 0.00 / 3.00/
N45/ 0.00 / 2.50/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.15 / 5.62/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.01 / 4.21/
N29/ 0.00 / 6.40/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.02 / 1.88/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.02 / 1.36/ N15/ 0.03 / 1.24/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.02 / 1.07/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00*/
1918u/ 0.00*/ 1817o/ 0.00 / 1817u/ 0.00*/
1009o/ 0.00*/ 1009u/ 0.00*/ 0706o/ 0.00*/
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00*/ 0504u/ 0.00*/ 0403o/ 0.00*/
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.01 / 5047/ 0.01 / 5114b/ 0.01 /
4342/ 0.01 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.47 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.09 / 2725/ 0.16 /
2524/ 0.19 / 2422/ 0.28 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.36 /
1615/ 0.20 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.22 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.07 / 0201/ 0.10 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.17 /
4645o/ 0.00 / 4645u/ 0.11 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.22 /
2019o/ 0.00 / 2019u/ 0.31 / 1918o/ 0.00 /
1918u/ 0.21 / 1817o/ 0.00 / 1817u/ 0.16 /
1009o/ 0.00 / 1009u/ 0.10 / 0706o/ 0.00 /
0706u/ 0.06 / 0604o/ 0.00 / 0604u/ 0.23 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.38 / 5047/ 0.24 / 5114b/ 0.06 /
4342/ 0.27 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.06 / 3024/ 0.18 /
3036/ 3.25 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.48 / 2930/ 0.21 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.03 / 1714B/ 1.64 / 1716/ 0.41 /
1615/ 0.30 / 1614A/ 0.33 / 4514B/ 0.13 /
4515/ 0.15 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.11 /
0912/ 0.01 / 0908/ 0.15 / 0811/ 0.02 /
0804/ 0.18 / 0201/ 0.29 / 5248/ 0.33 /
4845/ 0.23 / 4250/ 0.37 / 5338/ 1.96 /
3851/ 0.03 / 4746o/ 0.04 / 4746u/ 0.12 /
4645o/ 0.03 / 4645u/ 0.12 / 3836o/ 3.30 /
3635o/ 0.01 / 2217o/ 0.43 / 2217u/ 0.29 /
2019o/ 0.33 / 2019u/ 0.18 / 1918o/ 0.00 /
1918u/ 0.24 / 1817o/ 0.09 / 1817u/ 0.24 /
1009o/ 0.01 / 1009u/ 0.15 / 0706o/ 0.14 /
0706u/ 0.12 / 0604o/ 0.18 / 0604u/ 0.15 /
0504o/ 0.01 / 0504u/ 0.12 / 0403o/ 0.05 /
0403u/ 0.29 / 0302o/ 0.26 / 0302u/ 1.50 /
14a14bo/ 0.02 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.00 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.00 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.29 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.02 / N15/ 0.03 /
N14B/ 1.20 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.01 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.01 /
N3/ 0.00 / N2/ 0.02 / N1/ 0.00 /
Junction/ Freeboard
N54/ 1.10 / N53/ 1.50 / N52/ 3.00 /
N38/ 4.00 / N51/ 5.20 / N48/ 5.40 /
N50/ 4.30 / N47/ 6.40 / N46/ 7.00 /
N45/ 7.50 / N43/ 0.80 / N42/ 2.70 /
N37/ 3.00 / N36/ 4.38 / N35/ 5.80 /
N34/ 5.90 / N31/ 2.50 / N30/ 5.79 /
N29/ 3.60 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.40 /
N23/ 5.30 / N22/ 8.12 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.64 / N15/ 8.76 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.93 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.03 /
N38/ 1.10 / 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/ 1.16 /
N34/ 0.16 / N31/ 0.03 / N30/ 1.67 /
N29/ 0.15 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.23 / N25/ 0.84 / N24/ 1.61 /
N23/ 0.13 / N22/ 1.79 / N21/ 1.16 /
N20/ 1.03 / N19/ 1.57 / N18/ 1.34 /
N17/ 1.41 / N16/ 1.82 / N15/ 1.29 /
N14B/ 1.32 / N14A/ 1.30 / N13/ 0.84 /
N12/ 0.86 / N11/ 1.01 / N10/ 1.02 /
N9/ 1.03 / N8/ 1.05 / N7/ 1.03 /
N6/ 1.07 / N5/ 1.03 / N4/ 1.16 /
N3/ 0.93 / N2/ 0.94 / N1/ 0.94 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.16 / 2827/ 0.00 / 2726/ 0.00 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.16 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.00 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Final Volume
5453/ 0.10 / 5047/ 0.09 / 5114b/ 0.02 /
4342/ 0.06 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.06 /
3036/ 2.93 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.17 / 2930/ 0.08 / 2725/ 0.01 /
2524/ 0.01 / 2422/ 0.09 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.08 /
1615/ 0.13 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.06 / 1502/ 0.47 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.19 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.15 / 5248/ 0.08 /
4845/ 0.11 / 4250/ 0.09 / 5338/ 0.61 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.02 / 3836o/ 6.53 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.11 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.09 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.02 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.33 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.02 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.01 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.21/ 2.87/
3036/ 5.62/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.40 2930/ 6.40/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.88 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.36/
1615/ 1.36/ 1.24 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.24 1502/ 1.24/ 1.07 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.07/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.00/
3851/ 6.00/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.00/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.88/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.07/ 1.07 0302u/ 1.10/ 1.07/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 8201
Total number of time steps during simulation.... 5942
Ratio of actual # of time steps / NTCYC......... 1.375
Average number of iterations per time step...... 1.380
Average time step size(seconds)................ 3.635
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.472
Average minimum implicit time step (sec)........ 1.520
Average minimum junction time step (sec)........ 1.520
Average Courant Factor Tf....................... 1.520
Number of times omega reduced................... 60
*=========================================================*
| 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 1.07 6381 0 6 0 0 0
N53 0 1.08 6427 0 5 0 0 0
N52 0 1.18 7013 0 7 0 0 0
N38 0 1.14 6793 0 5 0 0 0
N51 0 1.07 6341 1 28 1 1 0
N48 0 1.16 6899 0 8 0 0 0
N50 0 1.23 7302 0 21 1 0 0
N47 0 1.36 8062 1 8 0 0 0
N46 0 1.40 8302 1 8 0 0 0
N45 0 1.54 9136 4 17 3 0 0
N43 0 1.08 6423 0 5 0 0 0
N42 0 1.16 6906 0 6 0 0 0
N37 0 1.10 6521 0 7 0 0 0
N36 0 1.59 9440 0 10 1 0 0
N35 0 1.41 8366 1 8 0 0 0
N34 0 1.40 8303 0 15 1 0 0
N31 0 1.15 6849 0 16 1 0 0
N30 0 1.62 9610 1 20 5 0 0
N29 0 1.36 8055 0 7 0 0 0
N28 0 1.13 6685 1 9 0 0 0
N27 0 1.46 8693 3 25 2 1 0
N26 0 1.33 7917 0 6 0 0 0
N25 0 1.20 7141 0 12 1 0 0
N24 0 1.33 7876 0 9 0 0 0
N23 0 1.20 7130 0 8 0 0 0
N22 0 1.64 9770 12 18 1 0 0
N21 0 1.39 8239 1 18 1 0 0
N20 0 1.30 7751 2 22 3 0 0
N19 0 1.44 8570 1 7 0 0 0
N18 0 1.51 8950 0 9 0 0 0
N17 0 1.96 11632 6 12 2 0 0
N16 0 1.55 9220 2 14 3 0 0
N15 0 1.29 7677 0 7 0 0 0
N14B 0 1.91 11355 1 17 2 0 0
N14A 0 1.69 10032 0 13 3 0 0
N13 0 1.59 9427 0 12 1 0 0
N12 0 1.49 8878 0 7 0 0 0
N11 0 1.57 9317 0 14 2 0 0
N10 0 1.15 6835 0 7 0 0 0
N9 0 1.27 7541 1 12 1 0 0
N8 0 1.34 7971 0 9 0 0 0
N7 0 1.18 7001 0 7 0 0 0
N6 0 1.44 8546 3 19 3 0 0
N5 0 1.17 6964 0 6 0 0 0
N4 0 1.60 9523 2 11 1 0 0
N3 0 1.95 11583 0 12 1 0 0
N2 0 1.79 10611 1 10 1 0 0
N1 0 1.61 9572 15 29 20 2 0
Total number of iterations for all junctions.. 395536
Minimum number of possible iterations......... 285216
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 8.9240 0 25 0.0000 1.0760 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5245 0 25 0.0000 1.4755 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0338 0 26 0.0000 2.9662 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0994 0 28 0.0000 3.9006 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8222 0 25 0.0000 5.1778 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6581 0 25 0.0000 5.3419 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7618 0 27 0.0000 4.2382 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.7045 0 25 0.0000 5.2955 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1147 0 26 0.0000 5.8853 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6605 0 26 0.0000 6.3395 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2224 0 25 0.0000 0.7776 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3295 0 26 0.0000 2.6705 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0706 0 25 0.0000 2.9294 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8646 0 26 0.0000 4.1354 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3623 0 26 0.0000 5.6377 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2582 0 26 0.0000 5.7418 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5250 0 25 0.0000 2.4750 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8723 0 25 0.0000 4.1277 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5496 0 25 0.0000 3.4504 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3842 0 25 0.0000 1.6158 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7330 0 25 0.0000 3.2670 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7303 0 25 0.0000 3.2697 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7128 0 27 0.4678 4.2872 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1990 0 27 0.8890 5.8010 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8255 0 25 0.0000 5.1745 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.6456 0 27 0.0000 6.3544 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1618 0 28 0.0000 6.8382 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0327 0 25 0.0000 2.9673 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0731 0 25 0.0000 3.9269 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2355 0 27 0.0000 6.7645 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1616 0 28 0.0000 6.8384 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1626 0 27 0.7626 6.8374 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.4964 0 31 0.4614 7.5036 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1214 0 28 0.0000 6.8786 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.8956 0 28 0.0000 7.1044 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6958 0 29 0.0000 7.3042 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.5445 0 30 0.0000 7.4555 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.3520 0 31 0.0000 7.6480 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6162 0 25 0.0000 5.3838 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5251 0 25 0.0000 6.4749 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0494 0 25 0.0000 6.9506 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0347 0 25 0.0000 4.9653 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5696 0 25 0.0000 5.4304 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3269 0 25 0.0000 5.6731 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8643 0 25 0.0000 7.1357 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0272 0 31 0.0000 7.9728 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9869 0 31 0.0000 8.0131 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.8698 0 31 0.0000 8.1302 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 0.1260 0 25 0.1845 0 25 0.0152 8.9240 7.0338 .1202 .1688
5047 2.8812 1.4600 200.0000 0.4120 0 27 0.5240 0 27 0.1430 5.7618 4.7045 .3092 .5224
5114b 3.5733 1.8108 200.0000 0.0930 0 25 0.3708 0 17 0.0260 4.8222 3.1214 .1110 .6070
4342 10.3858 1.3631 200.0000 0.1284 0 25 0.1924 0 25 0.0124 9.2224 7.3295 .1121 .1474
3736 14.9983 3.6090 400.0000 0.1453 0 25 0.7421 0 11 0.0097 7.0706 5.8723 .1765 .8807
3534 5.8173 1.4765 400.0000 1.3185 0 26 0.8383 0 26 0.2267 4.3623 4.2582 .4057 .3954
3422 6.0122 1.5213 400.0000 1.3113 0 26 0.6826 0 26 0.2181 4.2582 3.6456 .3954 .6140
3130 13.5508 2.2744 300.0000 0.2185 0 25 0.3839 0 14 0.0161 7.5250 5.8723 .0833 .5743
3024 0.4621 2.9058 450.0000 0.4523 0 51 2.9537 0 52 0.9786 5.8723 4.1990 3.716 2.975
3036 6.7857 1.4251 400.0000 0.9463 0 26 0.3459 0 26 0.1395 5.8723 5.8646 .6307 .8615
2827 15.5945 3.7524 400.0000 0.2517 0 25 1.0689 0 25 0.0161 8.3842 6.7837 .2104 .2092
2726 18.5574 3.1124 300.0000 0.4757 0 25 0.4610 0 11 0.0256 6.7330 6.7303 .1102 .7677
2629 2.4524 0.5150 400.0000 0.4753 0 25 0.3822 0 25 0.1938 6.7303 6.5496 .5758 .3741
2930 11.6053 2.4373 400.0000 0.8527 0 25 0.9161 0 15 0.0735 6.5496 5.8723 .3741 .6307
2725 0.2218 2.0080 375.0000 0.2610 0 11 2.4227 0 11 1.1768 6.7330 5.7128 3.688 2.247
2524 0.2779 2.5163 375.0000 0.2487 0 12 2.4500 0 11 0.8948 5.7128 4.1990 2.247 3.570
2422 0.8401 2.9711 600.0000 0.6515 0 12 2.2947 0 12 0.7756 4.1990 3.6456 2.681 2.976
L575 4.4056 1.1111 300.0000 0.4038 0 25 0.5089 0 22 0.0917 4.8255 3.6456 .4184 .8187
2117 10.3655 2.0976 500.0000 0.2087 0 24 0.4394 0 15 0.0201 3.1618 3.1616 .3236 .4233
1714B 8.1188 0.9553 500.0000 1.7683 0 28 0.4622 0 28 0.2178 3.1616 3.1214 .6233 .6428
1716 3.1532 3.6415 1050.000 2.0560 0 21 2.3679 0 21 0.6520 3.1616 3.1628 1.344 1.726
1615 0.7725 1.7486 750.0000 1.2188 0 22 2.7421 0 22 1.5777 3.1625 2.4964 2.430 1.715
1614A 0.7872 1.7819 750.0000 0.8403 0 21 1.8942 0 21 1.0675 3.1625 2.8956 2.016 1.727
4514B 28.0567 3.5017 450.0000 0.9401 0 26 0.9737 0 15 0.0335 3.6605 3.1214 .3567 .6031
4515 0.1942 2.7467 300.0000 0.1772 1 9 2.4809 1 9 0.9129 3.6605 2.4964 3.868 4.288
1502 0.6052 1.1322 825.0000 1.3701 0 22 2.7120 0 17 2.2637 2.4969 1.9869 1.559 1.135
14A13 16.6072 0.8411 1700.000 -3.3373 0 28 -0.5984 0 28 -0.2010 2.8956 2.6958 .6092 .6446
1312 15.7543 0.6101 1400.000 3.3354 0 29 0.5489 0 27 0.2117 2.6958 2.5445 .5970 .6175
1211 22.0747 0.6694 1700.000 3.2002 0 30 0.3562 0 29 0.1450 2.5445 2.3520 .5085 .5953
1103 34.9730 0.7240 2000.000 3.5131 0 31 0.4203 0 31 0.1005 2.3520 2.0272 .5060 .4636
0912 7.4604 1.8954 400.0000 0.0773 0 25 0.0417 0 25 0.0104 3.5251 2.5445 .0629 1.361 *
0908 0.1628 1.4741 375.0000 0.1337 0 14 1.1980 0 14 0.8215 3.5251 3.0494 2.733 2.798
0811 6.0914 1.5476 400.0000 0.1941 0 25 0.2740 0 19 0.0319 3.0494 2.3520 .1235 .8800
0804 0.2208 1.3886 450.0000 0.2409 0 13 1.5052 0 13 1.0907 3.0494 2.8643 2.332 2.587
0201 142.3584 2.9703 2000.000 5.9228 0 31 1.3661 0 50 0.0416 1.9869 1.8698 .4685 .4699
5248 8.1651 1.4277 200.0000 0.2237 0 27 0.3416 0 27 0.0274 7.0338 4.8261 .1688 .1303
4845 2.5500 1.2922 200.0000 0.3289 0 25 0.3212 0 25 0.1290 4.6581 3.6605 .2906 .8025
4250 11.5986 1.2184 200.0000 0.2818 0 26 0.1633 0 25 0.0243 7.3295 5.7618 .1474 .3092
5338 8.7547 1.3127 200.0000 0.1393 0 25 0.1417 0 0 0.0159 8.5245 6.0994 .1224 .4969
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0994 4.8222 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.4006 0 25 0.9956 0 25 0.0231 4.7045 4.1147 .2612 .2867
4746u 0.1498 2.1194 300.0000 0.1016 0 17 1.4144 0 13 0.6781 4.7045 4.1147 3.681 3.715
4645o 15.8729 2.3953 400.0000 0.4011 0 26 0.5830 0 22 0.0253 4.1147 3.6605 .2867 .4013
4645u 0.1105 1.5637 300.0000 0.0989 0 20 1.3759 0 20 0.8949 4.1147 3.6605 3.715 3.868
3836o 9.9729 2.0945 400.0000 0.2331 0 28 0.1318 0 29 0.0234 6.0994 5.8646 .2484 .8615
3635o 35.6736 2.3986 400.0000 1.2881 0 26 0.6385 0 26 0.0361 5.8646 5.2897 .2365 .2242
2217o 14.0423 2.7133 500.0000 1.2332 0 27 1.0371 0 40 0.0878 3.6456 3.1928 .4912 .4857
2217u 0.6241 1.4127 750.0000 0.9998 0 47 2.2512 0 47 1.6019 3.6456 3.1616 2.380 1.882
2019o 11.6942 3.9474 300.0000 0.2974 0 25 0.7922 0 23 0.0254 7.0327 6.0731 .1089 .2436
2019u 0.6375 4.0085 450.0000 0.4177 0 32 2.6112 0 32 0.6553 7.0327 6.0731 2.294 3.495
1918o 18.5045 3.0423 400.0000 0.1643 0 25 0.1653 0 25 0.0089 6.0731 3.2355 .1827 .5887
1918u 0.9440 3.3387 600.0000 0.8503 0 25 2.9801 0 25 0.9008 6.0731 3.2355 2.621 2.225
1817o 9.1593 1.0777 500.0000 0.9372 0 27 0.5729 0 24 0.1023 3.2355 3.1616 .4710 .4233
1817u 0.5070 1.7932 600.0000 0.6273 0 13 2.2097 0 13 1.2373 3.2355 3.1616 2.225 2.352
1009o 8.3091 2.9922 300.0000 0.0382 0 25 0.3505 0 25 0.0046 4.6162 3.5251 .0540 .0838
1009u 0.2415 2.1864 375.0000 0.1840 0 22 1.6677 0 11 0.7619 4.6162 3.5251 2.709 2.733
0706o 7.2322 2.5984 300.0000 0.1163 0 25 0.3644 0 25 0.0161 5.0347 4.5696 .1156 .2319
0706u 0.1248 1.7661 300.0000 0.0878 0 12 1.2242 0 12 0.7036 5.0347 4.5696 3.449 3.565
0604o 9.6606 3.5622 300.0000 0.5197 0 25 1.1221 0 25 0.0538 4.5696 2.8693 .2319 .2310
0604u 0.3116 2.8210 375.0000 0.3051 0 12 2.7419 0 12 0.9792 4.5696 2.8643 2.852 3.104
0504o 8.6316 3.1526 300.0000 0.0908 0 25 0.4142 0 22 0.0105 4.3269 2.8643 .0898 .2144
0504u 0.1541 2.1802 300.0000 0.1350 0 14 1.8849 0 14 0.8759 4.3269 2.8643 3.423 3.881
0403o 9.0589 2.2976 400.0000 0.3994 0 25 0.6771 0 25 0.0441 2.8643 2.0550 .1608 .1376
0403u 1.9283 4.3647 750.0000 1.1342 0 23 2.7036 0 15 0.5882 2.8643 2.0272 1.552 1.236
0302o 2.9365 0.3241 300.0000 2.8128 0 32 0.6643 0 29 0.9579 2.0272 1.9869 .6908 .5897
0302u 3.2556 3.6173 600.0000 0.7565 0 44 0.8392 0 44 0.2324 2.0272 1.9869 1.545 1.561
14a14bo 75.9084 3.3944 500.0000 2.6402 0 28 0.3471 0 21 0.0348 3.1214 2.8956 .2628 .7913
14a14bu 0.1368 1.9347 300.0000 0.1352 0 59 1.8882 0 59 0.9885 3.1214 2.8956 4.404 4.318
FREE # 1 Undefnd Undefnd Undefn 5.9763 0 31
*==================================================*
| 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 0.0197 0.6864 0.0053
5047 4.1667 38.3611 0.0000 317.4722 0.0793 0.7918 0.0430
5114b 5.3750 29.9722 0.0000 324.6528 0.0633 0.6346 0.0101
4342 0.1667 359.8333 0.0000 0.0000 0.0168 0.6691 0.0050
3736 0.1667 55.5167 0.0000 304.3167 0.1209 1.6391 0.0381
3534 4.7500 355.2500 0.0000 0.0000 0.1554 1.5733 0.1341
3422 4.7500 32.9722 0.0000 322.2778 0.1894 1.9356 0.1361
3130 0.1667 51.4583 0.0000 308.3750 0.0897 1.8032 0.0119
3024 0.1667 40.6458 0.0000 319.1875 0.1304 0.1639 3.4199
3036 9.5000 52.1944 298.3056 0.0000 0.1522 2.7362 0.1032
2827 0.1667 0.0000 0.0000 359.8333 0.0413 0.2356 0.0896
2726 329.7778 30.2222 0.0000 0.0000 0.1192 2.4092 0.0259
2629 0.2500 359.7500 0.0000 0.0000 0.1013 1.2446 0.0726
2930 0.2500 51.6389 0.0000 308.1111 0.1023 1.2968 0.1322
2725 0.1667 359.8333 0.0000 0.0000 0.1048 0.1139 2.1357
2524 0.1667 56.0000 0.0000 303.8333 0.1119 0.1141 2.0855
2422 0.1667 359.8333 0.0000 0.0000 0.1745 0.2906 3.4442
L575 0.1667 26.5708 0.0000 333.2625 0.0951 1.6216 0.0632
2117 3.0278 31.0000 0.0000 325.9722 0.1779 1.8110 0.0216
1714B 312.6667 32.8056 14.5278 0.0000 0.1635 3.8271 0.1463
1716 0.1667 356.3750 0.0000 3.4583 0.2938 0.8902 3.6207
1615 0.1667 359.8333 0.0000 0.0000 0.2280 0.4522 4.0286
1614A 5.2500 69.8333 284.9167 0.0000 0.2281 0.4610 2.3185
4514B 301.6833 42.9167 0.0000 15.4000 0.0946 2.1010 0.0978
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.4942
1502 0.1667 359.8333 0.0000 0.0000 0.2309 0.5472 2.6048
14A13 90.4583 269.5417 0.0000 0.0000 0.3713 5.5775 0.6377
1312 90.4167 269.5833 0.0000 0.0000 0.3207 6.3966 0.4500
1211 7.3333 352.6667 0.0000 0.0000 0.4671 9.0473 0.3323
1103 0.1667 359.8333 0.0000 0.0000 0.3495 8.3653 0.4072
0912 342.3111 17.6889 0.0000 0.0000 0.1808 1.9067 0.0090
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.2259
0811 336.9722 17.3611 0.0000 5.6667 0.1655 1.7270 0.0211
0804 0.1667 359.8333 0.0000 0.0000 0.1299 0.1634 1.3284
0201 0.1667 359.8333 0.0000 0.0000 0.3533 7.0595 0.8732
5248 0.1667 0.0000 0.0000 359.8333 0.0220 0.6564 0.0101
4845 4.8333 58.2083 0.0000 296.9583 0.1018 1.0249 0.0351
4250 0.2500 355.8333 0.0000 3.9167 0.0349 1.7396 0.0074
5338 0.1667 355.7500 0.0000 4.0833 0.0487 1.7014 0.0050
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 320.9444 37.4167 0.0000 1.6389 0.0539 0.4062 0.1081
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5622
4645o 319.8889 40.1111 0.0000 0.0000 0.0556 0.7193 0.0767
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 1.5457
3836o 4.2778 355.7222 0.0000 0.0000 0.1088 1.8272 0.0287
3635o 317.5000 0.0000 0.0000 42.5000 0.0483 2.0175 0.0588
2217o 326.8611 6.3889 0.0000 26.7500 0.0889 1.3436 0.2242
2217u 0.1667 359.8333 0.0000 0.0000 0.2135 0.4523 3.4324
2019o 348.8125 8.0278 0.0000 3.1597 0.0493 0.4894 0.0314
2019u 0.1667 359.8333 0.0000 0.0000 0.1351 0.1663 2.5085
1918o 350.4444 9.5556 0.0000 0.0000 0.0624 1.0179 0.0251
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.3273
1817o 324.5000 18.7500 0.0000 16.7500 0.0935 1.8333 0.1148
1817u 0.1667 359.8333 0.0000 0.0000 0.1825 0.2962 2.1849
1009o 354.8333 5.1667 0.0000 0.0000 0.0182 0.1098 0.0071
1009u 0.1667 359.8333 0.0000 0.0000 0.1082 0.1139 1.6805
0706o 335.1667 24.8333 0.0000 0.0000 0.0416 0.3200 0.0189
0706u 0.1667 359.8333 0.0000 0.0000 0.0896 0.0728 1.2466
0604o 331.0833 0.0000 0.0000 28.9167 0.0555 0.4634 0.0778
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.6876
0504o 343.0278 9.2222 0.0000 7.7500 0.0365 0.2723 0.0152
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0730 1.8596
0403o 350.0278 1.4444 0.0000 8.5278 0.0595 0.5900 0.0404
0403u 0.1667 359.8333 0.0000 0.0000 0.2207 0.4607 2.5037
0302o 332.1667 13.9722 0.0000 13.8611 0.1344 4.3155 0.1252
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.9868 0.6720
14a14bo 326.8889 31.8889 0.0000 1.2222 0.1658 8.8506 0.0787
14a14bu 5.3333 354.6667 0.0000 0.0000 0.0839 0.0727 1.8868
*===========================================*
| 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 0.0095 205.1246 0.0003 0.9990 0.1856 0.0055 0.1685 2.7498
5047 0.0365 788.2695 0.0011 0.9833 0.9893 0.0183 0.1819 0.0350
5114b 0.0064 138.4704 0.0005 0.9783 0.9464 0.0099 0.0989 0.0350
4342 0.0093 200.3756 0.0003 0.9990 0.2172 0.0044 0.1518 2.7498
3736 0.0099 213.0699 0.0004 0.9990 0.8942 0.0312 0.3934 1.2221
3534 0.0498 1075.5728 0.0030 0.9805 0.2585 0.0202 0.2017 0.0350
3422 0.0502 1085.0638 0.0030 0.9805 0.4916 0.0251 0.2530 0.0450
3130 0.0144 310.2474 0.0006 0.9990 0.8241 0.0195 0.3899 2.1387
3024 0.0737 1591.2036 0.0016 0.9990 1.3876 0.0592 0.0625 0.7944
3036 0.0100 216.5651 0.0038 0.9618 0.0156 0.0621 0.7907 0.0206
2827 0.0169 363.9840 0.0007 0.9990 1.2551 0.0113 0.0431 1.2221
2726 0.0162 349.3026 0.0014 0.1930 0.0507 0.0358 0.3144 0.0200
2629 0.0193 416.3726 0.0011 0.9990 0.1713 0.0236 0.1607 2.1387
2930 0.0472 1018.6320 0.0020 0.9990 0.6466 0.0276 0.2505 1.2221
2725 0.0306 661.8252 0.0008 0.9990 1.1440 0.0416 0.0368 0.7944
2524 0.0305 657.7983 0.0008 0.9970 1.5627 0.0400 0.0350 0.0130
2422 0.1044 2255.0739 0.0025 0.9990 0.8386 0.0789 0.1115 0.7944
L575 0.0261 563.7730 0.0010 0.9990 0.5300 0.0203 0.2227 2.7498
2117 0.0146 314.5260 0.0009 0.9891 0.8363 0.0243 0.2443 0.0200
1714B 0.0403 870.2600 0.0050 0.2955 0.0209 0.0283 0.5361 0.0211
1716 0.2756 5953.3611 0.0065 0.9990 0.9772 0.1188 0.2925 Section 4
0.7944
1615 0.1905 4115.0131 0.0042 0.9990 0.5947 0.1041 0.1897 0.7944
1614A 0.0852 1840.6306 0.0034 0.9785 0.1389 0.0855 0.1637 0.0130
4514B 0.0617 1333.3474 0.0026 0.3544 0.2128 0.0199 0.3143 0.0214
4515 0.0342 739.7215 0.0007 0.9990 0.6095 0.0471 0.0347 0.7944
1502 0.2249 4857.0171 0.0047 0.9990 0.7853 0.1132 0.2043 0.7944
14A13 -0.1949 -4210.747 0.0076 0.8034 0.0016 0.1245 0.9762 0.1235
1312 0.1953 4218.3904 0.0076 0.8029 0.0644 0.0879 1.0444 0.1213
1211 0.1936 4181.6836 0.0075 0.9704 0.0433 0.1095 1.6161 0.1240
1103 0.2327 5025.8742 0.0082 0.9990 0.1618 0.1192 1.4986 7.6383
0912 0.0013 28.2812 0.0002 0.1109 0.0048 0.0377 0.3933 0.0450
0908 0.0139 299.3419 0.0004 0.9990 0.6319 0.0375 0.0304 0.8555
0811 0.0055 118.4171 0.0004 0.1444 0.0459 0.0213 0.2188 0.0450
0804 0.0225 486.1245 0.0008 0.9990 0.5080 0.0486 0.0492 0.7944
0201 0.5963 12880.546 0.0251 0.9990 0.5027 0.1287 1.3199 2.4443
5248 0.0197 425.2802 0.0006 0.9990 0.6433 0.0061 0.1641 2.7498
4845 0.0284 613.5040 0.0008 0.9803 0.8129 0.0245 0.2443 0.0350
4250 0.0225 485.6878 0.0007 0.9990 0.2531 0.0086 0.4011 2.7498
5338 0.0105 226.3148 0.0003 0.9990 0.0636 0.0163 0.5478 2.7498
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0013 0.0207 0.0450
4746o 0.0192 414.7656 0.0009 0.2452 0.2156 0.0090 0.0521 0.0206
4746u 0.0334 720.9878 0.0004 0.9990 1.0808 0.0352 0.0275 0.7944
4645o 0.0199 430.5823 0.0009 0.2516 0.1129 0.0118 0.1013 0.0207
4645u 0.0327 706.7639 0.0004 0.9990 0.6279 0.0371 0.0291 0.8555
3836o 0.0247 532.9305 0.0006 0.9827 0.0652 0.0502 0.5882 0.0203
3635o 0.0467 1008.0724 0.0028 0.2664 0.1617 0.0071 0.2023 0.0350
2217o 0.0418 903.5488 0.0027 0.2068 0.1380 0.0123 0.1086 0.0210
2217u 0.1487 3211.7476 0.0035 0.9990 0.7410 0.0958 0.1627 0.7944
2019o 0.0052 113.3217 0.0006 0.0710 0.0876 0.0021 0.0211 0.0200
2019u 0.0409 883.4166 0.0012 0.9990 1.6426 0.0484 0.0409 0.7944
1918o 0.0018 38.5306 0.0004 0.0584 0.0055 0.0085 0.1176 0.0208
1918u 0.0813 1755.4728 0.0021 0.9990 1.1196 0.0654 0.0795 0.7944
1817o 0.0482 1041.5300 0.0020 0.2235 0.0963 0.0163 0.2122 0.0206
1817u 0.0567 1224.5524 0.0024 0.9990 0.6083 0.0739 0.1008 0.7944
1009o 0.0003 6.7281 0.0001 0.0315 0.0227 0.0007 0.0042 0.0210
1009u 0.0148 320.1072 0.0006 0.9990 1.0711 0.0336 0.0247 0.8555
0706o 0.0031 67.5609 0.0003 0.1580 0.0836 0.0042 0.0287 0.0209
0706u 0.0106 228.5206 0.0003 0.9990 0.6414 0.0322 0.0213 0.7944
0604o 0.0178 383.8262 0.0012 0.1828 0.2487 0.0061 0.0439 0.0205
0604u 0.0395 853.7121 0.0009 0.9990 1.3346 0.0430 0.0364 0.7944
0504o 0.0014 29.4358 0.0002 0.1045 0.0980 0.0016 0.0108 0.0206
0504u 0.0132 285.2616 0.0003 0.9990 0.6606 0.0322 0.0214 0.7944
0403o 0.0051 111.1178 0.0009 0.0609 0.0526 0.0025 0.0242 0.0450
0403u 0.1180 2549.0867 0.0032 0.9990 2.4629 0.0793 0.1301 0.7944
0302o 0.1001 2162.1528 0.0062 0.1747 0.0884 0.0143 0.3906 0.0284
0302u 0.2568 5547.7779 0.0031 0.9990 0.1636 0.1096 0.3402 0.4277
14a14bo 0.0924 1994.8351 0.0059 0.2092 0.0653 0.0169 0.7894 0.0350
14a14bu 0.0171 369.3994 0.0006 0.9781 0.2274 0.0394 0.0298 0.0130
FREE # 1 0.5965 12884.411
*===============================================================*
| 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 0.1260 0.0000 0.8533 0.0192 0.0240 8.9240 7.0334 Max Flow
5047 0.4120 0.0000 0.4648 0.0564 0.0618 5.7618 4.7025 Max Flow
5114b 0.0930 0.0000 0.0667 0.0207 0.0220 4.8222 3.1059 Max Flow
4342 0.1284 0.0000 0.9569 0.0186 0.0221 9.2224 7.3294 Max Flow
3736 0.1453 0.0000 0.0030 0.0825 0.0702 7.0706 5.8705 Max Flow
3534 1.3183 0.0000 0.1031 0.1225 0.1616 4.3622 4.2576 Max Flow
3422 1.3112 0.0000 0.3461 0.1220 0.1581 4.2582 3.6421 Max Flow
3130 0.2185 0.0000 0.0250 0.0230 0.0249 7.5250 5.8705 Max Flow
3024 0.4522 1.3117 1.1770 0.4296 0.3604 5.8063 3.2773 Max Flow
3036 0.9457 0.0000 0.0138 0.1754 0.2033 5.8721 5.8645 Max Flow
2827 0.2516 0.0000 1.5972 0.1027 0.0837 8.3842 6.7837 Max Flow
2726 0.4739 0.0000 0.0026 0.0386 0.0327 6.7330 6.7291 Max Flow
2629 0.4752 0.0000 0.1705 0.1302 0.2198 6.7302 6.5496 Max Flow
2930 0.8525 0.0000 0.1892 0.1672 0.1495 6.5496 5.8718 Max Flow
2725 0.2609 0.8534 0.6107 0.3507 0.3750 6.7102 5.2113 Max Flow
2524 0.2482 0.4871 1.5527 0.3471 0.2766 5.2571 3.2477 Max Flow
2422 0.6451 0.2728 0.4268 0.5174 0.3943 3.5672 2.9010 Max Flow
L575 0.4037 0.0000 0.2404 0.1062 0.1254 4.8255 3.6162 Max Flow
2117 0.2077 0.0000 0.0014 0.0352 0.0460 3.1151 3.1144 Max Flow
1714B 1.7681 0.0000 0.0412 0.2252 0.3058 3.1615 3.1214 Max Flow
1716 2.0534 -0.1807 0.1687 0.8151 0.6176 3.0644 3.0793 Max Flow
1615 1.2183 0.4270 0.3194 0.6657 0.7500 3.0874 2.3396 Max Flow
1614A 0.8397 0.4087 0.0564 0.5679 0.6792 3.0770 2.6110 Max Flow
4514B 0.9401 0.0000 0.0801 0.1685 0.1603 3.6605 3.1156 Max Flow
4515 0.1770 0.6824 1.0488 1.0105 0.2250 3.5105 1.7720 Max Flow
1502 1.3700 -0.2134 0.7635 0.6997 0.8250 2.3372 1.8110 Max Flow
14A13 0.0241 0.0000 0.0100 0.0826 0.1553 2.0349 2.0255 Max Flow
1312 3.3354 0.0000 0.1668 0.5255 0.8330 2.6958 2.5306 Max Flow
1211 3.2001 0.0000 0.2002 0.5002 0.8392 2.5443 2.3478 Max Flow
1103 3.5128 0.0000 0.3167 0.5139 1.0134 2.3519 2.0272 Max Flow
0912 0.0773 0.0000 0.0018 0.0181 0.0243 3.5251 2.4058 Max Flow
0908 0.1337 0.1595 0.3302 0.2697 0.2588 3.5032 3.0136 Max Flow
0811 0.1941 0.0000 0.0541 0.0340 0.0493 3.0494 2.2052 Max Flow
0804 0.2404 0.2024 0.3513 0.3450 0.4500 3.0070 2.4406 Max Flow
0201 5.8977 0.0000 0.1205 0.7512 0.9361 1.9868 1.8661 Max Flow
5248 0.2217 0.0000 2.2054 0.0260 0.0301 7.0338 4.8260 Max Flow
4845 0.3288 0.0000 0.1594 0.0486 0.0580 4.6581 3.6603 Max Flow
4250 0.2818 0.0000 0.2739 0.0238 0.0292 7.3295 5.7613 Max Flow
5338 0.1392 0.0000 0.0652 0.0200 0.0244 8.5245 6.0948 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.4005 0.0000 0.4836 0.1218 0.1042 4.7045 4.1139 Max Flow
4746u 0.1016 0.3337 0.2672 0.2467 0.1812 4.6606 4.0597 Max Flow
4645o 0.4011 0.0000 0.2031 0.1219 0.1145 4.1147 3.6605 Max Flow
4645u 0.0989 0.0820 0.3871 0.2438 0.2216 4.0816 3.6126 Max Flow
3836o 0.2331 0.0000 0.0061 0.0988 0.0992 6.0994 5.8592 Max Flow
3635o 1.2881 0.0000 0.5681 0.0897 0.0920 5.8646 5.2897 Max Flow
2217o 1.2332 0.0000 0.4493 0.2428 0.2441 3.6456 3.1928 Max Flow
2217u 0.9992 0.2551 0.2790 0.6154 0.7500 3.4267 2.8883 Max Flow
2019o 0.2974 0.0000 0.2667 0.0453 0.0323 7.0327 6.0681 Max Flow
2019u 0.4169 1.1718 0.6340 0.4220 0.2654 7.0029 5.1836 Max Flow
1918o 0.1642 0.0000 0.0488 0.0856 0.0727 6.0731 3.2318 Max Flow
1918u 0.8503 0.7690 2.0715 0.5619 0.4457 6.0716 3.2289 Max Flow
1817o 0.9370 0.0000 0.0691 0.1773 0.2370 3.2355 3.1598 Max Flow
1817u 0.6228 0.2034 0.2246 0.5104 0.6000 3.0131 2.5593 Max Flow
1009o 0.0382 0.0000 0.5593 0.0170 0.0156 4.6162 3.5241 Max Flow
1009u 0.1840 0.4692 0.6249 0.3133 0.2451 4.6071 3.5130 Max Flow
0706o 0.1163 0.0000 0.1320 0.0358 0.0345 5.0347 4.5693 Max Flow
0706u 0.0878 0.2584 0.2401 0.2307 0.1856 5.0089 4.5099 Max Flow
0604o 0.5196 0.0000 1.7009 0.0887 0.0693 4.5695 2.8693 Max Flow
0604u 0.3051 0.5140 1.7004 1.0052 0.3006 4.5052 2.2878 Max Flow
0504o 0.0908 0.0000 0.2803 0.0303 0.0266 4.3269 2.8630 Max Flow
0504u 0.1350 0.5938 1.1960 0.2741 0.2177 4.3032 2.5108 Max Flow
0403o 0.3993 0.0000 0.8004 0.0550 0.0599 2.8643 2.0550 Max Flow
0403u 1.1342 0.7500 0.2011 0.6485 0.4136 2.8410 1.9013 Max Flow
0302o 2.8128 0.0000 0.0325 0.1380 0.2700 2.0272 1.9866 Max Flow
0302u 0.7565 0.0644 0.0027 0.2959 0.1783 1.8925 1.8250 Max Flow
14a14bo 2.6401 0.0000 0.0121 0.1431 0.1309 3.1214 2.8944 Max Flow
14a14bu 0.1352 0.4079 0.1905 0.2743 0.2430 2.8859 2.2839 Max Flow
*==========================================================*
| Table E13a. CULVERT ANALYSIS CLASSIFICATION, |
| and the time the culvert was in a particular |
| classification during the simulation. The time is |
| in minutes. The Dynamic Wave Equation is used for |
| all conduit analysis but the culvert flow classification |
| condition is based on the HW and TW depths. |
*==========================================================*
Mild Mild Steep Mild Mild
Slope Slope TW Slope TW Slug Flow Slope Slope
Critical D Control Insignf Outlet/ TW > D TW <= D
Conduit Outlet Outlet Entrance Entrance Outlet Outlet Outlet Inlet Inlet
Name Control Control Control Control Control Control Control Control Configuration
--------------- --------- --------- --------- --------- --------- --------- --------- --------- -------------
5453 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 9.8333 346.0000 4.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 19.5000 335.1667 5.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.1667 359.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.6667 354.6667 4.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 14.1667 341.1667 4.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 15.5000 344.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 350.5000 9.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 354.3333 0.0000 0.0000 0.0000 5.6667 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 43.6667 238.8333 77.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 325.6667 14.0000 0.8333 0.0000 18.3333 0.0000 None
2524 0.1667 0.0000 359.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 315.6667 0.3333 0.0000 34.3333 8.5000 0.0000 None
L575 16.3333 343.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 22.1667 334.8333 3.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 47.3333 312.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 292.6667 16.6667 0.0000 34.3333 15.1667 0.0000 None
1615 0.5000 240.0000 0.6667 8.5000 51.3333 0.0000 59.0000 0.0000 None
1614A 0.0000 294.0000 0.0000 25.6667 36.6667 3.6667 0.0000 0.0000 None
4514B 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.8333 0.3333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 265.0000 78.6667 0.1667 0.0000 16.1667 0.0000 0.0000 0.0000 None
14A13 0.0000 269.6667 90.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 4.3333 265.1667 90.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 352.8333 7.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 11.6667 348.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 12.0000 342.3333 0.0000 5.6667 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 330.0000 1.3333 0.0000 23.3333 4.1667 0.0000 None
0811 2.0000 21.0000 337.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 275.5000 39.5000 0.0000 24.6667 5.6667 14.6667 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 20.6667 339.0000 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 5.6667 349.5000 4.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 1.1667 358.5000 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 2.3333 357.5000 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 301.6667 4.6667 0.0000 40.8333 11.6667 0.0000 None
4645o 0.0000 3.1667 356.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 298.3333 1.0000 0.0000 58.5000 1.0000 0.0000 None
3836o 0.0000 355.8333 4.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635o 13.3333 29.1667 317.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217o 4.3333 7.3333 348.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 279.5000 44.3333 0.1667 0.0000 36.0000 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 349.3333 0.0000 0.0000 0.0000 9.6667 0.0000 None
1918o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 9.5000 26.0000 324.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.8333 285.6667 2.0000 3.8333 32.6667 34.0000 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 13.1667 346.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 328.0000 0.3333 0.0000 29.5000 1.0000 0.0000 None
0604o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 1.8333 8.1667 350.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.3333 0.8333 324.6667 0.0000 0.0000 0.0000 34.1667 0.0000 None
0302o 7.0000 20.8333 332.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 199.8333 124.3333 0.0000 31.6667 3.0000 0.0000 None
14a14bo 0.1667 3.5000 356.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
14a14bu 0.0000 0.0000 295.1667 4.8333 0.0000 57.6667 2.3333 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
5453 350.4167 354.2500 3.8333 0.0000
5047 35.4444 35.4444 0.0000 0.0000
5114b 29.4167 29.4167 291.0250 0.0000
4342 352.2917 355.5417 3.2500 0.0000
3736 55.5583 56.9333 151.5667 0.0000
3534 337.8194 337.8889 0.0417 0.0000
3422 31.5278 31.5556 284.2500 0.0000
3130 51.0278 52.2778 174.8333 0.0000
3024 0.0000 0.0000 302.4806 0.0000
3036 0.0000 25.5278 0.0000 0.0000
2827 0.3056 1.7222 61.2917 0.0000
2726 348.8639 348.9139 0.0167 0.0000
2629 28.3750 28.6944 0.0000 0.0000
2930 51.3889 51.5278 0.0000 0.0000
2725 0.0000 0.0000 319.4062 0.0000
2524 18.4611 18.5278 321.4861 0.0000
2422 297.4444 314.4861 67.4271 0.0000
L575 24.3056 24.3056 0.0000 0.0000
2117 4.3056 30.4444 291.3000 0.0000
1714B 0.0000 20.3333 0.0000 0.0000
1716 278.7250 285.6528 269.8333 0.0000
1615 218.8333 292.2361 0.1667 0.0000
1614A 0.0000 15.9583 0.0000 0.0000
4514B 42.7500 333.2639 297.4757 0.0000
4515 286.1667 289.3611 22.7917 0.0000
1502 1.9583 2.4583 39.0833 0.0000
14A13 290.9583 291.4583 0.0000 0.0000
1312 307.4931 326.8611 0.0000 0.0000
1211 328.4722 349.0000 0.0000 0.0000
1103 53.1250 66.6250 0.0000 0.0000
0912 346.1389 346.1389 0.0000 0.0000
0908 326.6250 329.5417 0.0417 0.0000
0811 340.4444 340.4444 0.0278 0.0000
0804 308.6250 326.6667 0.0000 0.0000
0201 11.5924 19.9458 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 56.7292 56.7500 0.0000 0.0000
4250 92.7500 92.7500 0.0000 0.0000
5338 355.7500 359.8333 4.0833 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 342.0556 342.2500 0.0000 0.0000
4746u 0.7917 290.7500 298.8750 0.0000
4645o 346.7500 346.7500 0.0000 0.0000
4645u 297.6667 297.7083 8.0417 0.0000
3836o 355.7222 355.7222 0.0000 0.0000
3635o 0.0000 0.0000 0.0000 0.0000
2217o 8.3500 9.9056 0.0000 0.0000
2217u 0.0000 0.0000 7.6806 0.0000
2019o 7.9167 7.9722 335.7431 0.0000
2019u 295.9583 336.5417 340.2917 0.0000
1918o 338.1944 338.1944 0.0000 0.0000
1918u 321.0833 321.3333 322.2361 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 276.5000 312.6528 1.7639 0.0000
1009o 338.1944 338.1944 0.0000 0.0000
1009u 304.3611 330.1528 286.3472 0.0000
0706o 348.0333 348.0750 0.0000 0.0000
0706u 300.9444 326.3611 5.3750 0.0000
0604o 0.2431 0.2708 348.1667 0.0000
0604u 320.9306 323.1389 323.8472 0.0000
0504o 338.1667 338.2222 8.4722 0.0000
0504u 323.0972 323.3472 5.0972 0.0000
0403o 329.9722 330.0000 0.2778 0.0000
0403u 55.8333 85.2500 301.1944 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 188.8750 323.1806 0.1250 0.0000
14a14bo 31.7778 31.7778 0.5000 0.0000
14a14bu 289.3333 293.2917 0.3333 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 0.1733 0.2037 0.1733 0.0393 0.0474 0.0393 0.2268 0.2328 0.2268 14.9658 15.3674 14.9658 0.0283
5047 0.1524 0.5213 0.1524 0.0002 0.4116 0.0002 0.0011 0.7896 0.0011 0.0509 37.1126 0.0509 0.0806
5114b 0.0429 0.1468 0.0429 0.0000 0.0930 0.0000 0.0007 0.6332 0.0007 0.0348 31.6619 0.0348 0.0646
4342 0.1806 0.2176 0.1806 0.0419 0.0447 0.0419 0.2318 0.2055 0.2318 12.7477 11.3046 12.7477 0.0256
3736 0.0243 0.1019 0.0243 0.0034 0.1386 0.0034 0.1385 1.3600 0.1385 6.9240 68.0019 6.9240 0.2303
3534 0.1315 0.8395 0.1315 0.0002 1.3181 0.0002 0.0016 1.5701 0.0016 0.0160 15.7013 0.0160 0.1602
3422 0.1445 0.6796 0.1445 0.0006 1.3101 0.0006 0.0039 1.9278 0.0039 0.1548 77.1122 0.1548 0.1967
3130 0.0258 0.1213 0.0258 0.0000 0.2185 0.0000 0.0008 1.8015 0.0008 0.0455 99.0852 0.0455 0.0910
3036 0.1213 0.4380 0.1213 0.0481 0.8501 0.0481 0.3967 1.9407 0.3967 7.1406 34.9329 7.1406 0.2969
2827 0.0000 1.0753 0.0000 0.0000 0.2517 0.0000 0.0000 0.2340 0.0000 0.0000 11.7012 0.0000 0.0839
2726 0.0484 0.1977 0.0484 0.0001 0.4755 0.0001 0.0018 2.4055 0.0018 0.0184 24.0546 0.0184 0.1215
2629 0.1455 0.4054 0.1455 0.0080 0.4593 0.0080 0.0549 1.1328 0.0549 2.4717 50.9754 2.4717 0.1984
2930 0.1504 0.7136 0.1504 0.0095 0.8337 0.0095 0.0634 1.1683 0.0634 3.0418 56.0772 3.0418 0.2027
L575 0.0000 0.2491 0.0000 0.0000 0.4038 0.0000 0.0000 1.6211 0.0000 0.0000 97.2641 0.0000 0.1810
2117 0.0218 0.1155 0.0218 0.0001 0.2086 0.0001 0.0028 1.8054 0.0028 0.0283 18.0537 0.0283 0.1842
1714B 0.2360 0.6572 0.1865 0.3214 1.3784 0.0685 1.3619 2.0974 0.3671 38.1321 58.7271 10.2787 0.3160
4514B 0.1745 0.6404 0.0993 0.1357 0.7966 0.0078 0.7778 1.2440 0.0784 18.6667 29.8557 1.8809 0.2119
14A13 0.3869 0.6423 0.2746 0.3428 2.9858 0.0087 0.8860 4.6486 0.0316 8.8599 46.4856 0.3161 1.1465
1312 0.2060 0.5177 0.6487 0.0645 2.6432 0.6277 0.3130 5.1052 0.9677 4.3822 71.4724 13.5482 0.8469
1211 0.0000 0.3541 0.0290 0.0000 3.2002 0.0000 0.0000 9.0381 0.0002 0.0000 334.4112 0.0064 0.9334
1103 0.2544 0.4923 0.5855 0.6754 2.5985 0.2392 2.6551 5.2784 0.4086 92.9291 184.7423 14.2995 0.9758
0912 0.0055 0.0406 0.0055 0.0000 0.0773 0.0000 0.0019 1.9030 0.0019 0.1037 104.6636 0.1037 0.1942
0811 0.0152 0.1126 0.0152 0.0000 0.1941 0.0000 0.0015 1.7239 0.0015 0.0851 94.8121 0.0851 0.1759
0201 0.1349 1.3321 0.1285 0.2864 5.5401 0.0963 2.1230 4.1591 0.7491 21.2300 41.5909 7.4907 0.9381
5248 0.3211 0.3722 0.3211 0.0647 0.0943 0.0647 0.2015 0.2535 0.2015 11.6853 14.7009 11.6853 0.0303
4845 0.0941 0.3217 0.0941 0.0002 0.3285 0.0002 0.0018 1.0213 0.0018 0.1086 61.2768 0.1086 0.1042
4250 0.1586 0.1740 0.1586 0.1071 0.0677 0.1071 0.6752 0.3892 0.6752 39.1611 22.5756 39.1611 0.0439
5338 0.0801 0.0858 0.0801 0.0471 0.0450 0.0471 0.5885 0.5244 0.5885 45.9027 40.9041 45.9027 0.0574
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 0.9893 0.0000 0.0000 0.4006 0.0000 0.0000 0.4049 0.0000 0.0000 10.1225 0.0000 0.1091
4645o 0.0290 0.5897 0.0183 0.0009 0.4002 0.0000 0.0324 0.6786 0.0001 1.0685 22.3933 0.0045 0.1430
3836o 0.0367 0.1481 0.0367 0.0062 0.2208 0.0062 0.1678 1.4907 0.1678 6.7103 59.6296 6.7103 0.2420
3635o 0.5738 0.7296 0.6032 0.3453 0.5136 0.4292 0.6019 0.7040 0.7116 12.0375 14.0791 14.2327 0.0924
2217o 0.3491 1.3619 0.1323 0.2049 1.0281 0.0002 0.5871 0.7549 0.0016 20.5475 26.4204 0.0564 0.2444
2019o 0.0994 0.6083 0.0994 0.0000 0.2973 0.0000 0.0003 0.4887 0.0003 0.0093 14.6623 0.0093 0.0499
1918o 0.0283 0.1733 0.0283 0.0018 0.1620 0.0005 0.0634 0.9350 0.0178 6.9745 102.8479 1.9553 0.1743
1817o 0.1501 0.6404 0.1500 0.0587 0.8657 0.0129 0.3909 1.3517 0.0858 8.6000 29.7369 1.8869 0.2251
1009o 0.1336 0.3713 0.1336 0.0006 0.0370 0.0006 0.0048 0.0995 0.0048 0.2378 4.9767 0.2378 0.0199
0706o 0.1501 0.4171 0.1501 0.0047 0.1069 0.0047 0.0315 0.2562 0.0315 0.9455 7.6872 0.9455 0.0512
0604o 0.4809 1.3368 0.4809 0.0278 0.4641 0.0278 0.0578 0.3472 0.0578 3.2973 19.7877 3.2973 0.0694
0504o 0.1357 0.3771 0.1357 0.0033 0.0843 0.0033 0.0240 0.2236 0.0240 1.5120 14.0874 1.5120 0.0447
0403o 0.1159 0.6776 0.1159 0.0000 0.3994 0.0000 0.0003 0.5894 0.0003 0.0052 11.7887 0.0052 0.0601
0302o 0.3039 0.5888 0.7414 0.0986 0.9188 1.7954 0.3244 1.5604 2.4217 3.2439 15.6038 24.2168 0.1950
14a14bo 0.2555 0.3586 0.2561 0.6151 1.3131 0.7120 2.4075 3.6621 2.7806 24.0749 36.6208 27.8059 0.2589
*========================================================*
| 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 0.3494 0.4219 0.3494 1.1207 0.09634 34.904 0.3494 0.4219 0.3494 1.1207 0.09634 34.904 0.0000 0.0000 0.0000 None
5047 .001686 4.2088 .001686 4.2121 0.07314 9.9269 .001686 4.2088 .001686 4.2121 0.07314 9.9269 0.0000 0.0000 0.0000 None
5114b .000936 2.9134 .000936 2.9152 0.07846 9.9215 .000936 2.9134 .000936 2.9152 0.07846 9.9215 0.0000 0.0000 0.0000 None
4342 0.3207 0.3427 0.3207 0.9842 0.09689 39.903 0.3207 0.3427 0.3207 0.9842 0.09689 39.903 0.0000 0.0000 0.0000 None
3736 0.5014 20.616 0.5014 21.618 0.4313 14.569 0.5014 20.616 0.5014 21.618 0.4313 14.569 0.0000 0.0000 0.0000 None
3534 .002119 13.233 .002119 13.238 0.07997 9.9200 .002119 13.233 .002119 13.238 0.07997 9.9200 0.0000 0.0000 0.0000 None
3422 .006185 14.490 .006185 14.503 0.06066 9.9393 .006185 14.490 .006185 14.503 0.06066 9.9393 0.0000 0.0000 0.0000 None
3130 .001018 10.413 .001018 10.415 0.08180 19.918 .001018 10.413 .001018 10.415 0.08180 19.918 0.0000 0.0000 0.0000 None
3036 2.0766 36.688 2.0766 40.842 0.8438 19.156 2.0766 36.688 2.0766 40.842 0.8438 19.156 0.0000 0.0000 0.0000 None
2827 0.0000 1.3983 0.0000 1.3983 3.5400 11.460 0.0000 1.3983 0.0000 1.3983 3.5400 11.460 0.0000 0.0000 0.0000 None
2726 .005544 29.502 .005544 29.513 0.06963 19.930 .005544 29.502 .005544 29.513 0.06963 19.930 0.0000 0.0000 0.0000 None
2629 0.1487 8.5468 0.1487 8.8442 4.0186 15.981 0.1487 8.5468 0.1487 8.8442 4.0186 15.981 0.0000 0.0000 0.0000 None
2930 0.1800 15.746 0.1800 16.106 3.8791 16.121 0.1800 15.746 0.1800 16.106 3.8791 16.121 0.0000 0.0000 0.0000 None
L575 0.0000 7.2595 0.0000 7.2595 1.0422 18.958 0.0000 7.2595 0.0000 7.2595 1.0422 18.958 0.0000 0.0000 0.0000 None
2117 .008655 29.226 .008655 29.243 0.06930 9.9307 .008655 29.226 .008655 29.243 0.06930 9.9307 0.0000 0.0000 0.0000 None
1714B 9.7368 41.757 2.0740 53.568 0.07888 23.271 9.7368 41.757 2.0740 53.568 0.07888 23.271 0.0000 0.0000 0.0000 None
4514B 2.9781 17.483 0.1707 20.632 0.08001 21.278 2.9781 17.483 0.1707 20.632 0.08001 21.278 0.0000 0.0000 0.0000 None
14A13 2.9040 25.298 0.07356 28.275 7.2937 21.359 2.9040 25.298 0.07356 28.275 7.2937 21.359 0.0000 0.0000 0.0000 None
1312 0.6440 26.392 6.2679 33.304 12.551 34.562 0.6440 26.392 6.2679 33.304 12.551 34.562 0.0000 0.0000 0.0000 None
1211 0.0000 44.845 .000070 44.845 12.252 30.602 0.0000 44.845 .000070 44.845 12.252 30.602 0.0000 0.0000 0.0000 None
1103 8.3963 32.304 2.9737 43.674 14.374 40.015 8.3963 32.304 2.9737 43.674 14.374 40.015 0.0000 0.0000 0.0000 None
0912 .001900 14.181 .001900 14.184 0.08058 9.9194 .001900 14.181 .001900 14.184 0.08058 9.9194 0.0000 0.0000 0.0000 None
0811 .001460 12.026 .001460 12.029 0.08241 9.9176 .001460 12.026 .001460 12.029 0.08241 9.9176 0.0000 0.0000 0.0000 None
0201 4.1542 80.369 1.3967 85.919 15.953 40.011 4.1542 80.369 1.3967 85.919 15.953 40.011 0.0000 0.0000 0.0000 None
5248 0.3333 0.4860 0.3333 1.1525 0.09593 29.904 0.3333 0.4860 0.3333 1.1525 0.09593 29.904 0.0000 0.0000 0.0000 None
4845 .003349 6.4618 .003349 6.4685 0.06526 9.9347 .003349 6.4618 .003349 6.4685 0.06526 9.9347 0.0000 0.0000 0.0000 None
4250 1.5707 0.9934 1.5707 4.1348 0.09322 49.907 1.5707 0.9934 1.5707 4.1348 0.09322 49.907 0.0000 0.0000 0.0000 None
5338 1.7098 1.6327 1.7098 5.0524 0.09051 34.909 1.7098 1.6327 1.7098 5.0524 0.09051 34.909 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 0.0000 0.0000 10.000 10.000 0.0000 0.0000 0.0000 0.0000 10.000 10.000 0.0000 0.0000 0.0000 None
4746o 0.0000 2.8812 0.0000 2.8812 10.922 19.078 0.0000 2.8812 0.0000 2.8812 10.922 19.078 0.0000 0.0000 0.0000 None
4645o 0.01496 6.3670 .000040 6.3820 0.09917 19.191 0.01496 6.3670 .000040 6.3820 0.09917 19.191 0.0000 0.0000 0.0000 None
3836o 0.6591 23.637 0.6591 24.955 2.6120 17.388 0.6591 23.637 0.6591 24.955 2.6120 17.388 0.0000 0.0000 0.0000 None
3635o 2.0765 3.0881 2.5811 7.7457 0.09014 41.808 2.0765 3.0881 2.5811 7.7457 0.09014 41.808 0.0000 0.0000 0.0000 None
2217o 2.4062 12.071 .002503 14.479 0.09879 15.026 2.4062 12.071 .002503 14.479 0.09879 15.026 0.0000 0.0000 0.0000 None
2019o .000344 3.3110 .000344 3.3117 0.08753 9.9125 .000344 3.3110 .000344 3.3117 0.08753 9.9125 0.0000 0.0000 0.0000 None
1918o 0.1204 10.863 0.03374 11.017 7.1993 20.137 0.1204 10.863 0.03374 11.017 7.1993 20.137 0.0000 0.0000 0.0000 None
1817o 1.3610 20.078 0.2984 21.737 1.7111 21.116 1.3610 20.078 0.2984 21.737 1.7111 21.116 0.0000 0.0000 0.0000 None
1009o .006283 0.3655 .006283 0.3781 2.0222 7.9778 .006283 0.3655 .006283 0.3781 2.0222 7.9778 0.0000 0.0000 0.0000 None
0706o 0.07822 1.7677 0.07822 1.9241 1.2700 8.7300 0.07822 1.7677 0.07822 1.9241 1.2700 8.7300 0.0000 0.0000 0.0000 None
0604o 0.1758 2.9322 0.1758 3.2837 0.8337 9.1663 0.1758 2.9322 0.1758 3.2837 0.8337 9.1663 0.0000 0.0000 0.0000 None
0504o 0.05440 1.4087 0.05440 1.5175 1.4267 8.5733 0.05440 1.4087 0.05440 1.5175 1.4267 8.5733 0.0000 0.0000 0.0000 None
0403o .000151 2.0108 .000151 2.0111 0.09141 9.9086 .000151 2.0108 .000151 2.0111 0.09141 9.9086 0.0000 0.0000 0.0000 None
0302o 1.8768 17.493 34.181 53.551 22.972 53.013 1.8768 17.493 34.181 53.551 22.972 53.013 0.0000 0.0000 0.0000 None
14a14bo 18.339 39.149 21.227 78.716 2.5142 56.122 18.339 39.149 21.227 78.716 2.5142 56.122 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 8.9240 7.0338 66.0000 17.5000 17.4037 17.4037 5.0000 17.4037 17.4037 5.0000 34.8073 34.8073
5047 5.7618 4.7045 47.0000 9.9000 9.8269 9.8269 9.8000 0.0269 0.0269 0.0000 9.8537 9.8537
5114b 4.8222 3.1214 50.0000 9.9000 9.8215 9.8215 9.8000 0.0215 0.0215 0.0000 9.8431 9.8431
4342 9.2224 7.3295 55.0000 20.0000 19.9031 19.9031 5.0000 19.9031 19.9031 5.0000 39.8062 39.8062
3736 7.0706 5.8723 50.0000 11.4000 10.9687 10.9687 7.9000 3.1687 3.1687 0.1000 14.1373 14.1373
3534 4.3623 4.2582 10.0000 9.9000 9.8200 9.8200 9.8000 0.0200 0.0200 0.0000 9.8401 9.8401
3422 4.2582 3.6456 40.0000 9.9000 9.8393 9.8393 9.8000 0.0393 0.0393 0.0000 9.8787 9.8787
3130 7.5250 5.8723 55.0000 19.9000 19.8182 19.8182 19.8000 0.0182 0.0182 0.0000 19.8364 19.8364
3036 5.8723 5.8646 18.0000 14.0000 13.1562 13.1562 8.1000 5.1562 5.1562 0.1000 18.3124 18.3124
2827 8.3842 6.7837 50.0000 11.4000 7.8600 7.8600 7.9000 0.0600 0.0600 0.1000 7.9199 7.9199
2726 6.7330 6.7303 10.0000 19.9000 19.8304 19.8304 19.8000 0.0304 0.0304 0.0000 19.8607 19.8607
2629 6.7303 6.5496 45.0000 14.0000 9.9814 9.9814 8.1000 1.9814 1.9814 0.1000 11.9628 11.9628
2930 6.5496 5.8723 48.0000 14.0000 10.1209 10.1209 8.1000 2.1209 2.1209 0.1000 12.2417 12.2417
L575 4.8255 3.6456 60.0000 10.0000 8.9578 8.9578 9.9000 8.9578 8.9578 9.9000 17.9157 17.9157
2117 3.1618 3.1616 10.0000 9.9000 9.8307 9.8307 9.8000 0.0307 0.0307 0.0000 9.8614 9.8614
1714B 3.1616 3.1214 28.0000 19.0000 18.9211 18.9211 8.1000 4.2710 4.2710 0.1000 23.1921 23.1921
4514B 3.6605 3.1214 24.0000 19.0000 18.9200 18.9200 8.1000 2.2785 2.2785 0.1000 21.1985 21.1985
14A13 2.6958 2.8956 10.0000 13.6000 6.3063 6.3063 1.6000 7.7595 7.7595 6.4000 14.0658 14.0658
1312 2.6958 2.5445 14.0000 19.0000 6.4491 6.4491 3.1000 15.5616 15.5616 6.6000 22.0107 22.0107
1211 2.5445 2.3520 37.0000 16.9000 4.6483 4.6483 5.5000 13.7018 13.7018 13.6000 18.3501 18.3501
1103 2.3520 2.0272 35.0000 33.1000 18.7265 18.7265 3.8000 6.9145 6.9145 3.9000 25.6410 25.6410
0912 3.5251 2.5445 55.0000 9.9000 9.8194 9.8194 9.8000 0.0194 0.0194 0.0000 9.8388 9.8388
0811 3.0494 2.3520 55.0000 9.9000 9.8176 9.8176 9.8000 0.0176 0.0176 0.0000 9.8352 9.8352
0201 1.9869 1.8698 10.0000 33.1000 17.1472 17.1472 3.8000 6.9114 6.9114 2.0000 24.0586 24.0586
5248 7.0338 4.8261 58.0000 15.0000 14.9041 14.9041 5.0000 14.9041 14.9041 5.0000 29.8081 29.8081
4845 4.6581 3.6605 60.0000 9.9000 9.8347 9.8347 9.8000 0.0347 0.0347 0.0000 9.8695 9.8695
4250 7.3295 5.7618 58.0000 25.0000 24.9068 24.9068 5.0000 24.9068 24.9068 5.0000 49.8136 49.8136
5338 8.5245 6.0994 78.0000 17.5000 17.4095 17.4095 5.0000 17.4095 17.4095 5.0000 34.8190 34.8190
3851 6.0994 4.8222 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.7045 4.1147 25.0000 19.0000 8.0779 8.0779 8.1000 0.0779 0.0779 0.1000 8.1558 8.1558
4645o 4.1147 3.6605 33.0000 19.0000 18.9008 18.9008 8.1000 0.1908 0.1908 0.1000 19.0916 19.0916
3836o 6.0994 5.8646 40.0000 14.0000 11.3880 11.3880 8.1000 3.3880 3.3880 0.1000 14.7760 14.7760
3635o 5.8646 5.2897 20.0000 19.6000 19.5099 19.5099 5.2000 22.2077 22.2077 6.5000 41.7176 41.7176
2217o 3.6456 3.1928 35.0000 11.0000 10.9012 10.9012 0.1000 4.0259 4.0259 4.0000 14.9271 14.9271
2019o 7.0327 6.0731 30.0000 9.9000 9.8125 9.8125 9.8000 0.0125 0.0125 0.0000 9.8249 9.8249
1918o 6.0731 3.2355 110.0000 19.0000 11.8007 11.8007 8.1000 1.1375 1.1375 0.1000 12.9382 12.9382
1817o 3.2355 3.1616 22.0000 19.0000 17.2889 17.2889 8.1000 2.1161 2.1161 0.1000 19.4050 19.4050
1009o 4.6162 3.5251 50.0000 7.5000 5.4778 5.4778 5.0000 0.4778 0.4778 0.0000 5.9555 5.9555
0706o 5.0347 4.5696 30.0000 7.5000 6.2300 6.2300 5.0000 1.2300 1.2300 0.0000 7.4599 7.4599
0604o 4.5696 2.8693 57.0000 7.5000 6.6663 6.6663 5.0000 1.6663 1.6663 0.0000 8.3327 8.3327
0504o 4.3269 2.8643 63.0000 7.5000 6.0733 6.0733 5.0000 1.0733 1.0733 0.0000 7.1467 7.1467
0403o 2.8643 2.0550 20.0000 9.9000 9.8086 9.8086 9.8000 0.0086 0.0086 0.0000 9.8172 9.8172
0302o 2.0272 1.9869 10.0000 37.0000 14.0283 14.0283 8.0000 16.0127 16.0127 0.0000 30.0410 30.0410
14a14bo 3.1214 2.8956 10.0000 28.0000 25.4858 25.4858 8.0000 28.1222 28.1222 8.0000 53.6080 53.6080
*=========================================================*
| 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 0.1260 205.1246 0.1845 0.8137 ## N54 8.9000 8.9240
5047 0.4120 788.2695 0.5240 3.5836 ## N53 8.5000 8.5245
5114b 0.0930 138.4704 0.3708 2.0531 ## N52 7.0000 7.0338
4342 0.1284 200.3756 0.1924 0.5781 ## N38 5.0000 6.0994
3736 0.1453 213.0699 0.7421 17.2734 ## N51 3.8000 4.8222
3534 1.3185 1075.5728 0.8383 15.7117 ## N48 3.6000 4.6581
3422 1.3113 1085.0638 0.6826 27.4606 ## N50 4.7000 5.7618
3130 0.2185 310.2474 0.3839 9.0880 ## N47 3.6000 4.7045
3024 0.4523 1591.2036 2.9537 8.2133 ## N46 3.0000 4.1147
3036 0.9463 216.5651 0.3459 49.9908 ## N45 2.5000 3.6605
2827 0.2517 363.9840 1.0689 0.6155 ## N43 9.2000 9.2224
2726 0.4757 349.3026 0.4610 23.0988 ## N42 7.3000 7.3295
2629 0.4753 416.3726 0.3822 52.5523 ## N37 7.0000 7.0706
2930 0.8527 1018.6320 0.9161 20.3123 ## N36 4.4700 5.8646
2725 0.2610 661.8252 2.4227 3.3401 ## N35 3.2000 4.3623
2524 0.2487 657.7983 2.4500 5.9754 ## N34 4.1000 4.2582
2422 0.6515 2255.0739 2.2947 11.2325 ## N31 7.5000 7.5250
L575 0.4038 563.7730 0.5089 18.0037 ## N30 4.2000 5.8723
2117 0.2087 314.5260 0.4394 18.2991 ## N29 6.4000 6.5496
1714B 1.7683 870.2600 0.4622 107.4591 ## N28 8.3000 8.3842
1716 2.0560 5953.3611 2.3679 26.0972 ## N27 5.3500 6.7330
1615 1.2188 4115.0131 2.7421 12.4756 ## N26 6.5000 6.7303
1614A 0.8403 1840.6306 1.8942 4.6314 ## N25 4.8700 5.7128
4514B 0.9401 1333.3474 0.9737 21.0775 ## N24 2.5900 4.1990
4515 0.1772 739.7215 2.4809 2.2947 ## N23 4.7000 4.8255
1502 1.3701 4857.0171 2.7120 50.0977 ## N22 1.8600 3.6456
14A13 -3.3373 -4210.7469 -0.5984 50.1818 ## N21 2.0000 3.1618
1312 3.3354 4218.3904 0.5489 89.9908 ## N20 6.0000 7.0327
1211 3.2002 4181.6836 0.3562 338.5786 ## N19 4.5000 6.0731
1103 3.5131 5025.8742 0.4203 288.1817 ## N18 1.9000 3.2355
0912 0.0773 28.2812 0.0417 42.7110 ## N17 1.7500 3.1616
0908 0.1337 299.3419 1.1980 5.5962 ## N16 1.3400 3.1626
0811 0.1941 118.4171 0.2740 30.9534 ## N15 1.2100 2.4964
0804 0.2409 486.1245 1.5052 8.1012 ## N14B 1.8000 3.1214
0201 5.9228 12880.5461 1.3661 70.2155 ## N14A 1.6000 2.8956
5248 0.2237 425.2802 0.3416 0.4370 ## N13 1.8600 2.6958
4845 0.3289 613.5040 0.3212 9.0440 ## N12 1.6800 2.5445
4250 0.2818 485.6878 0.1633 3.9344 ## N11 1.3400 2.3520
5338 0.1393 226.3148 0.1417 5.0884 ## N10 3.6000 4.6162
3851 0.0000 0.0000 0.0000 0.0675 ## N9 2.5000 3.5251
4746o 0.4006 414.7656 0.9956 1.9542 ## N8 2.0000 3.0494
4746u 0.1016 720.9878 1.4144 2.4014 ## N7 4.0000 5.0347
4645o 0.4011 430.5823 0.5830 7.7159 ## N6 3.5000 4.5696
4645u 0.0989 706.7639 1.3759 3.2840 ## N5 3.3000 4.3269
3836o 0.2331 532.9305 0.1318 48.6348 ## N4 1.7000 2.8643
3635o 1.2881 1008.0724 0.6385 6.3121 ## N3 1.1000 2.0272
2217o 1.2332 903.5488 1.0371 25.3361 ## N2 1.0500 1.9869
2217u 0.9998 3211.7476 2.2512 16.1832 ## N1 0.9300 1.8698
2019o 0.2974 113.3217 0.7922 1.0817 ##
2019u 0.4177 883.4166 2.6112 4.8425 ##
1918o 0.1643 38.5306 0.1653 8.0717 ##
1918u 0.8503 1755.4728 2.9801 16.1088 ##
1817o 0.9372 1041.5300 0.5729 39.7270 ##
1817u 0.6273 1224.5524 2.2097 6.5160 ##
1009o 0.0382 6.7281 0.3505 0.1248 ##
1009u 0.1840 320.1072 1.6677 5.2031 ##
0706o 0.1163 67.5609 0.3644 1.3511 ##
0706u 0.0878 228.5206 1.2242 2.1552 ##
0604o 0.5197 383.8262 1.1221 1.0762 ##
0604u 0.3051 853.7121 2.7419 4.1257 ##
0504o 0.0908 29.4358 0.4142 0.7397 ##
0504u 0.1350 285.2616 1.8849 3.2988 ##
0403o 0.3994 111.1178 0.6771 0.8041 ##
0403u 1.1342 2549.0867 2.7036 9.1976 ##
0302o 2.8128 2162.1528 0.6643 42.5926 ##
0302u 0.7565 5547.7779 0.8392 26.7659 ##
14a14bo 2.6402 1994.8351 0.3471 69.0435 ##
14a14bu 0.1352 369.3994 1.8882 0.7218 ##
FREE # 1 5.9763 12884.4115 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 0.1260 205.1246
N50 N47 0.4120 788.2695
N51 N14B 0.0930 138.4704
N43 N42 0.1284 200.3756
N37 N30 0.1453 213.0699
N35 N34 1.3185 1075.5728
N34 N22 1.3113 1085.0638
N31 N30 0.2185 310.2474
N30 N24 0.4523 1591.2036
N30 N36 0.9463 216.5651
N28 N27 0.2517 363.9840
N27 N26 0.4757 349.3026
N26 N29 0.4753 416.3726
N29 N30 0.8527 1018.6320
N27 N25 0.2610 661.8252
N25 N24 0.2487 657.7983
N24 N22 0.6515 2255.0739
N23 N22 0.4038 563.7730
N21 N17 0.2087 314.5260
N17 N14B 1.7683 870.2600
N17 N16 2.0560 5953.3611
N16 N15 1.2188 4115.0131
N16 N14A 0.8403 1840.6306
N45 N14B 0.9401 1333.3474
N45 N15 0.1772 739.7215
N15 N2 1.3701 4857.0171
N13 N14A 3.3373 4210.7469
N13 N12 3.3354 4218.3904
N12 N11 3.2002 4181.6836
N11 N3 3.5131 5025.8742
N9 N12 0.0773 28.2812
N9 N8 0.1337 299.3419
N8 N11 0.1941 118.4171
N8 N4 0.2409 486.1245
N2 N1 5.9228 12880.5461
N52 N48 0.2237 425.2802
N48 N45 0.3289 613.5040
N42 N50 0.2818 485.6878
N53 N38 0.1393 226.3148
N47 N46 0.6030 1135.7534
N46 N45 0.5966 1137.3463
N38 N36 0.2331 532.9305
N36 N35 1.2881 1008.0724
N22 N17 2.1878 4115.2964
N20 N19 0.6047 996.7383
N19 N18 1.0144 1794.0034
N18 N17 1.2025 The text continues on section 5.