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e5y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:58.
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 62.5000 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 1916 540 N54#2 1868 540 N52#1 2424 540
N52#2 3872 1080 N48#1 2424 540 N48#2 1872 540
N43#1 1880 540 N43#2 1876 540 N42#1 2424 540
N42#2 1860 540 N50#1 2424 540 N50#2 1872 540
N47#1 1920 540 N47#2 3740 1080 N45#1 1920 540
N45#2 3756 1080 N53#1 1680 540 N53#2 1876 540
N38#1 1892 540 N38#2 1852 540 N37#1 1896 540
N37#2 3796 1080 N31#1 1896 540 N31#2 3796 1080
N28#1 1896 540 N28#2 3800 1080 N27#1 1884 540
N27#2 3744 1080 N35#1 1912 540 N35#2 1912 540
N23#1 1888 540 N23#2 3812 1080 N22#1 1884 540
N22#2 1876 540 N21#1 1880 540 N21#2 3788 1080
N20#1 1832 540 N20#2 1688 540 N19#1 1900 540
N19#2 3704 1080 N18#1 1876 540 N18#2 3728 1080
N17#1 1904 540 N17#2 3800 1080 N10#1 1892 540
N10#2 1852 540 N8#1 1888 540 N8#2 1844 540
N7#1 1888 540 N7#2 1844 540 N6#1 1868 540
N6#2 1776 540 N5#1 1892 540 N5#2 1848 540
N4#1 1888 540 N4#2 1844 540 N11#1 1780 540
N11#2 3736 1080 N2#1 1880 540 N2#2 3748 1080
N26#1 1880 540 N26#2 1820 540 N29#1 1900 540
N29#2 3752 1080 N30#1 1904 540 N30#2 3808 1080
N36#1 1896 540 N36#2 3796 1080 N51#1 2424 540
N51#2 1880 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 62.5000 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) 8.385625E+03 62.500
Total Infiltration 1.506806E+02 1.123
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 8.235948E+03 61.384
Total Water remaining in Surface Storage 3.625101E+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......... 8.390254E+03 62.534
Total Precipitation + Initial Storage. 8.385625E+03 62.500
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............... -0.0552
****************************************************
* 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.............. 8.235948E+03 61.384
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.................. 8.233329E+03 61.365
Initial Storage + Inflow.................... 8.235948E+03 61.384
Final Storage + Outflow + Diverted GW....... 8.233329E+03 61.365
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0318
##################################################
# 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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.53908 0.00000 60.54447 0.00000 60.54515
Total Losses (mm)...... 0.00000 1.93869 0.00000 1.93695 0.00000 1.93671
Remaining Depth (mm)... 0.00000 0.02223 0.00000 0.01858 0.00000 0.01814
Peak Runoff Rate (cms). 0.00000 0.09148 0.00000 0.08919 0.00000 0.08547
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.57543 0.00000 62.51213 62.60389 62.51220 0.00000
Peak Runoff Rate (cms). 0.00048 0.00000 0.00048 0.00974 0.00048 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.57543 0.00000 62.51213 62.60389 62.51220 0.00000
Peak Runoff Rate (cms). 0.00048 0.00001 0.00048 0.00974 0.00048 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) 62.57543 60.53908 62.51213 60.72981 62.51220 60.54515
Peak Runoff Rate (cms). 0.00048 0.09148 0.00048 0.09893 0.00048 0.08547
Unit Runoff (mm/hr).... 175.23176 156.64153 175.44964 160.32136 175.44964 159.10350
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.54866 0.00000 60.53628 0.00000 60.54333
Total Losses (mm)...... 0.00000 1.93538 0.00000 1.93949 0.00000 1.93734
Remaining Depth (mm)... 0.00000 0.01596 0.00000 0.02423 0.00000 0.01933
Peak Runoff Rate (cms). 0.00000 0.09198 0.00000 0.12381 0.00000 0.13219
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.51975 0.00000 62.51326 0.00000 62.51825 0.00000
Peak Runoff Rate (cms). 0.00045 0.00000 0.00048 0.00000 0.00048 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.51975 0.00000 62.51326 0.00000 62.51825 0.00000
Peak Runoff Rate (cms). 0.00045 0.00001 0.00048 0.00001 0.00048 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) 62.51975 60.54866 62.51326 60.53628 62.51825 60.54333
Peak Runoff Rate (cms). 0.00045 0.09198 0.00048 0.12381 0.00048 0.13219
Unit Runoff (mm/hr).... 163.99449 160.53041 175.44963 155.51523 175.45361 158.36334
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.50963 0.00000 60.51728 0.00000 60.54769
Total Losses (mm)...... 0.00000 1.94472 0.00000 1.94355 0.00000 1.93576
Remaining Depth (mm)... 0.00000 0.04565 0.00000 0.03917 0.00000 0.01654
Peak Runoff Rate (cms). 0.00000 0.10845 0.00000 0.10178 0.00000 0.10279
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.58427 62.56815 62.58765 62.57151 62.34389 0.00000
Peak Runoff Rate (cms). 0.01739 0.02863 0.01595 0.02640 0.00032 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.58427 62.56815 62.58765 62.57151 62.34389 0.00000
Peak Runoff Rate (cms). 0.01739 0.02863 0.01595 0.02640 0.00032 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 62.58427 60.88016 62.58765 60.88704 62.34389 60.54769
Peak Runoff Rate (cms). 0.01739 0.13708 0.01595 0.12818 0.00032 0.10279
Unit Runoff (mm/hr).... 175.37815 150.78921 175.40612 153.05876 114.58843 160.13776
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.53482 0.00000 60.55244 0.00000 60.55413
Total Losses (mm)...... 0.00000 1.93988 0.00000 1.93379 0.00000 1.93302
Remaining Depth (mm)... 0.00000 0.02530 0.00000 0.01377 0.00000 0.01286
Peak Runoff Rate (cms). 0.00000 0.10670 0.00000 0.04062 0.00000 0.06181
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.53359 0.00000 62.53674 62.57283 62.53671 62.57434
Peak Runoff Rate (cms). 0.02003 0.00000 0.04216 0.01882 0.06184 0.02852
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.53359 0.00000 62.53674 62.57283 62.53671 62.57434
Peak Runoff Rate (cms). 0.02003 0.00057 0.04216 0.01882 0.06184 0.02852
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) 62.53359 60.53482 62.53674 61.15856 62.53671 61.16019
Peak Runoff Rate (cms). 0.02003 0.10670 0.04216 0.05944 0.06184 0.09034
Unit Runoff (mm/hr).... 169.08359 154.93277 170.06702 165.98221 170.06021 166.46482
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.55192 0.00000 60.52047 0.00000 60.60052
Total Losses (mm)...... 0.00000 1.93402 0.00000 1.94300 0.00000 1.89804
Remaining Depth (mm)... 0.00000 0.01406 0.00000 0.03653 0.00000 0.00144
Peak Runoff Rate (cms). 0.00000 0.07590 0.00000 0.12439 0.00000 0.01001
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.53699 62.58050 62.52431 62.54498 62.56665 0.00000
Peak Runoff Rate (cms). 0.07124 0.02741 0.09544 0.07720 0.02409 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.53699 62.58050 62.52431 62.54498 62.56665 0.00000
Peak Runoff Rate (cms). 0.07124 0.02741 0.09544 0.07720 0.02409 0.00068
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) 62.53699 61.05906 62.52431 61.22904 62.56665 60.60052
Peak Runoff Rate (cms). 0.07124 0.10331 0.09544 0.20160 0.02409 0.01001
Unit Runoff (mm/hr).... 170.14188 165.21409 165.76895 157.37655 174.89876 172.95987
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.57664 0.00000 60.55050 0.00000 60.55986
Total Losses (mm)...... 0.00000 1.91885 0.00000 1.93463 0.00000 1.93009
Remaining Depth (mm)... 0.00000 0.00451 0.00000 0.01487 0.00000 0.01004
Peak Runoff Rate (cms). 0.00000 0.12457 0.00000 0.09463 0.00000 0.06747
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.52863 62.56338 62.52488 0.00000 62.51975 62.54668
Peak Runoff Rate (cms). 0.00046 0.15643 0.00046 0.00000 0.00045 0.08628
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.52863 62.56338 62.52488 0.00000 62.51975 62.54668
Peak Runoff Rate (cms). 0.00046 0.15643 0.00046 0.00001 0.00045 0.08628
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) 62.52863 61.66934 62.52488 60.55050 62.51975 61.65261
Peak Runoff Rate (cms). 0.00046 0.28100 0.00046 0.09463 0.00045 0.15374
Unit Runoff (mm/hr).... 167.37636 172.59631 165.98786 161.27312 163.99449 169.11899
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.39461 0.00000 60.49918 0.00000 60.50023
Total Losses (mm)...... 0.00000 1.95244 0.00000 1.94605 0.00000 1.94593
Remaining Depth (mm)... 0.00000 0.15295 0.00000 0.05477 0.00000 0.05384
Peak Runoff Rate (cms). 0.00000 0.09965 0.00000 0.17968 0.00000 0.15168
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.47629 0.00000 62.54527 62.53659 62.51521 62.58638
Peak Runoff Rate (cms). 0.29605 0.00000 0.05884 0.11590 0.04021 0.02078
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.47629 0.00000 62.54527 62.53659 62.51521 62.58638
Peak Runoff Rate (cms). 0.29605 0.00838 0.05884 0.11590 0.04021 0.02078
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) 62.47629 60.39461 62.54527 61.21227 62.51521 60.70884
Peak Runoff Rate (cms). 0.29605 0.09965 0.05884 0.29558 0.04021 0.17246
Unit Runoff (mm/hr).... 147.41499 115.57069 172.26127 151.76343 162.18300 145.59025
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.53388 0.00000 60.53420 0.00000 60.52557
Total Losses (mm)...... 0.00000 1.94012 0.00000 1.94004 0.00000 1.94203
Remaining Depth (mm)... 0.00000 0.02599 0.00000 0.02576 0.00000 0.03240
Peak Runoff Rate (cms). 0.00000 0.04215 0.00000 0.04687 0.00000 0.04169
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.54802 62.59985 62.53361 0.00000 62.52955 0.00000
Peak Runoff Rate (cms). 0.01285 0.00532 0.10714 0.00000 0.10164 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.54802 62.59985 62.53361 0.00000 62.52955 0.00000
Peak Runoff Rate (cms). 0.01285 0.00532 0.10714 0.00303 0.10164 0.00288
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) 62.54802 60.74048 62.53361 60.53420 62.52955 60.52557
Peak Runoff Rate (cms). 0.01285 0.04747 0.10714 0.04687 0.10164 0.04169
Unit Runoff (mm/hr).... 172.81502 156.64776 169.09086 154.68551 167.70520 151.32097
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.52653 0.00000 60.47645 0.00000 60.53147
Total Losses (mm)...... 0.00000 1.94183 0.00000 1.94822 0.00000 1.94072
Remaining Depth (mm)... 0.00000 0.03164 0.00000 0.07533 0.00000 0.02781
Peak Runoff Rate (cms). 0.00000 0.04095 0.00000 0.10963 0.00000 0.04359
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.52834 0.00000 62.50467 0.00000 62.53171 0.00000
Peak Runoff Rate (cms). 0.09677 0.00000 0.29895 0.00000 0.10441 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.52834 0.00000 62.50467 0.00000 62.53171 0.00000
Peak Runoff Rate (cms). 0.09677 0.00274 0.29895 0.00847 0.10441 0.00296
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) 62.52834 60.52653 62.50467 60.47645 62.53171 60.53147
Peak Runoff Rate (cms). 0.09677 0.04095 0.29895 0.10963 0.10441 0.04359
Unit Runoff (mm/hr).... 167.27026 151.68714 157.96130 134.90378 168.45657 153.60757
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.52522 0.00000 60.50438 0.00000 60.50948
Total Losses (mm)...... 0.00000 1.94210 0.00000 1.94542 0.00000 1.94474
Remaining Depth (mm)... 0.00000 0.03268 0.00000 0.05019 0.00000 0.04578
Peak Runoff Rate (cms). 0.00000 0.08080 0.00000 0.29203 0.00000 0.11898
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.52801 0.00000 62.44286 62.59489 62.51975 62.58973
Peak Runoff Rate (cms). 0.20905 0.00000 0.00038 0.03101 0.00045 0.01595
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.52801 0.00000 62.44286 62.59489 62.51975 62.58973
Peak Runoff Rate (cms). 0.20905 0.00592 0.00038 0.03101 0.00045 0.01595
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) 62.52801 60.52522 62.44286 60.67163 62.51975 60.71750
Peak Runoff Rate (cms). 0.20905 0.08080 0.00038 0.32304 0.00045 0.13493
Unit Runoff (mm/hr).... 167.14999 151.18550 136.92329 146.21400 163.99449 148.42654
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).... 62.50000 62.50000 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.50786 0.00000 60.53259 0.00000 60.56149
Total Losses (mm)...... 0.00000 1.94497 0.00000 1.94045 0.00000 1.92917
Remaining Depth (mm)... 0.00000 0.04717 0.00000 0.02696 0.00000 0.00933
Peak Runoff Rate (cms). 0.00000 0.01397 0.00000 0.12307 0.00000 0.04960
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.51990 0.00000 62.54338 62.54226 62.54759 62.58598
Peak Runoff Rate (cms). 0.01039 0.00000 0.06249 0.09926 0.04378 0.01944
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.51990 0.00000 62.54338 62.54226 62.54759 62.58598
Peak Runoff Rate (cms). 0.01039 0.00029 0.06249 0.09926 0.04378 0.01944
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) 62.51990 60.50786 62.54338 61.37665 62.54759 61.10811
Peak Runoff Rate (cms). 0.01039 0.01397 0.06249 0.22232 0.04378 0.06903
Unit Runoff (mm/hr).... 164.05427 144.86656 171.83784 161.40638 172.73249 168.18333
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).... 62.50000 62.50000 62.50000 62.50000
Max Intensity (mm/hr).. 174.00000 174.00000 174.00000 174.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.55063 0.00000 60.55365
Total Losses (mm)...... 0.00000 1.93458 0.00000 1.93324
Remaining Depth (mm)... 0.00000 0.01480 0.00000 0.01311
Peak Runoff Rate (cms). 0.00000 0.05515 0.00000 0.06403
Total Impervious Area
---------------------
Total Runoff Depth (mm) 62.53758 62.57603 62.51289 0.00000
Peak Runoff Rate (cms). 0.04926 0.02216 0.00048 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 62.53758 62.57603 62.51289 0.00000
Peak Runoff Rate (cms). 0.04926 0.02216 0.00048 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 62.53758 61.09749 62.51289 60.55365
Peak Runoff Rate (cms). 0.04926 0.07731 0.00048 0.06403
Unit Runoff (mm/hr).... 170.31532 165.08286 175.44964 162.52924
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity See the original
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Full text of sections 2 to 4 (of 5)
Section 2
(mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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| ###### # # |
| # # # # |
120.000 = # # # # =
| # # # # |
| # # # # |
RAINFALL | # # # # |
| # # # # |
IN | # # # # |
| # # # # |
MM/HR | # ##### # |
| # # |
| # # |
80.000 = # # =
| # ##### |
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| # ##### |
40.000 = # # =
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##### # |
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0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE TEWANTIN
EXISTING CASE - 1 YEAR -
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 66.0 meters. Maximum Elevation : 8.59 meters.
Main Channel Length : 66.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 66.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 55.0 meters. Maximum Elevation : 8.19 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 7.62 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 15.0 Max Topwidth : 39.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 4.02E+01 m
" " : 0.045 Beyond Station 25.0 Max left bank area : 2.83 m^2
Max right bank area : 2.83 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.90 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 5248
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 5.72 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 10.0 Max Topwidth : 29.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.02E+01 m
" " : 0.045 Beyond Station 20.0 Max left bank area : 1.88 m^2
Max right bank area : 1.88 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4845
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4250
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 9.52 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 20.0 Max Topwidth : 49.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 5.02E+01 m
" " : 0.045 Beyond Station 30.0 Max left bank area : 3.78 m^2
Max right bank area : 3.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5338
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 78.0 meters. Maximum Elevation : 7.69 meters.
Main Channel Length : 78.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 78.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3851
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 42.0 meters. Maximum Elevation : 5.69 meters.
Main Channel Length : 42.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 42.0 meters. Maximum Section Area : 3.82 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 5.0 Max Topwidth : 19.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.02E+01 m
" " : 0.045 Beyond Station 15.0 Max left bank area : 0.93 m^2
Max right bank area : 0.93 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 20.0 meters. Maximum Elevation : 6.17 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 14.87 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.86 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 5.01 m^2
Max right bank area : 5.55 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.30 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14a14bo
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 66.0000 Natural 6.6692 0.0450 34.8760 0.2000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 4342 55.0000 Natural 7.6192 0.0450 39.8760 0.2000
5 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
6 3534 10.0000 Natural 3.9400 0.0350 9.9000 0.4000
7 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
8 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
9 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
10 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
11 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
12 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
13 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
14 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
15 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
16 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
17 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
18 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
19 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
20 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
21 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
22 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
23 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
24 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
25 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
26 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
27 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
28 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
29 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
30 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
31 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
32 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
33 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
34 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
35 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
36 5248 58.0000 Natural 5.7192 0.0450 29.8760 0.2000
37 4845 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
38 4250 58.0000 Natural 9.5192 0.0450 49.8760 0.2000
39 5338 78.0000 Natural 6.6692 0.0450 34.8760 0.2000
40 3851 42.0000 Natural 3.8192 0.0450 19.8760 0.2000
41 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
42 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
43 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
44 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
45 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
46 3635o 20.0000 Natural 14.8725 0.0350 41.8623 0.4000
47 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
48 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
49 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
50 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
51 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
52 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
53 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
54 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
55 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
56 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
57 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
58 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
59 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
60 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
61 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
62 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
63 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
64 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
65 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
66 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
67 14a14bo 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
68 14a14bu 10.0000 Circular 0.0707 0.0130 0.3000 0.3000
Total length of all conduits .... 2717.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5453 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4342 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5248 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4250 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5338 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14a14bu 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.10
5047 0.15
5114b 0.14
4342 0.12
3736 0.17
3534 0.99
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5248 0.12
4845 0.12
4250 0.12
5338 0.09
3851 0.16
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
3836o 0.19
3635o 0.47
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14a14bo 0.98
14a14bu 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.2518E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.1000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.7000 8.5000 0.0000 0.0000 100.0000
3 N52 10.0000 7.2000 7.0000 0.0000 0.0000 100.0000
4 N38 10.0000 6.4000 5.0000 0.0000 0.0000 100.0000
5 N51 10.0000 5.0000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
7 N50 10.0000 5.9000 4.7000 0.0000 0.0000 100.0000
8 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
9 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
10 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
11 N43 10.0000 9.4000 9.2000 0.0000 0.0000 100.0000
12 N42 10.0000 7.5000 7.3000 0.0000 0.0000 100.0000
13 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
14 N36 10.0000 6.1700 4.4700 0.0000 0.0000 100.0000
15 N35 10.0000 5.6000 3.2000 0.0000 0.0000 100.0000
16 N34 10.0000 4.5000 4.1000 0.0000 0.0000 100.0000
17 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
18 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
19 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
20 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
21 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
22 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
23 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
24 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
25 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
26 N22 10.0000 3.9000 1.8600 0.0000 0.0000 100.0000
27 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
28 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
29 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
30 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
31 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
32 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
33 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
34 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
35 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
36 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
37 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
38 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
39 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
40 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
41 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
42 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
43 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
44 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
45 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
46 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
47 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
48 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160933.7350 21464.0650 No Ponding Normal 0 0.0000
2 N53 -161132.8250 14803.0350 No Ponding Normal 0 0.0000
3 N52 -168049.5300 21557.1050 No Ponding Normal 0 0.0000
4 N38 -171342.0350 13776.1850 No Ponding Normal 0 0.0000
5 N51 -183391.7200 13671.2150 No Ponding Normal 0 0.0000
6 N48 -176025.4150 19815.8450 No Ponding Normal 0 0.0000
7 N50 -177291.3350 28776.7250 No Ponding Normal 0 0.0000
8 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
9 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
10 N45 -183781.4150 18191.7850 No Ponding Normal 0 0.0000
11 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
12 N42 -168854.7100 30176.4750 No Ponding Normal 0 0.0000
13 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
14 N36 -171002.6100 8477.4020 No Ponding Normal 0 0.0000
15 N35 -176413.7050 7885.9300 No Ponding Normal 0 0.0000
16 N34 -180869.7350 7741.9235 No Ponding Normal 0 0.0000
17 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
18 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
19 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
20 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
21 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
22 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
23 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
24 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
25 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
26 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
27 N21 -185150.2150 10420.6175 No Ponding Normal 0 0.0000
28 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
29 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
30 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
31 N17 -189367.5450 11390.8700 No Ponding Normal 0 0.0000
32 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
33 N15 -194635.3350 18302.1200 No Ponding Normal 0 0.0000
34 N14B -191784.3100 13315.6200 No Ponding Normal 0 0.0000
35 N14A -195516.3200 13900.7250 No Ponding Normal 0 0.0000
36 N13 -199544.1450 14155.5750 No Ponding Normal 0 0.0000
37 N12 -202640.9100 14379.8100 No Ponding Normal 0 0.0000
38 N11 -207024.4300 14873.4250 No Ponding Normal 0 0.0000
39 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
40 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
41 N8 -207636.5450 6126.5595 No Ponding Normal 0 0.0000
42 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
43 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
44 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
45 N4 -211049.3300 11314.7800 No Ponding Normal 0 0.0000
46 N3 -210711.3350 16862.2550 No Ponding Normal 0 0.0000
47 N2 -213577.0250 20559.9200 No Ponding Normal 0 0.0000
48 N1 -214633.7250 25034.5200 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N52 8.9000 7.0000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 5114b N51 N14B 4.8000 3.0000 No Design
4 4342 N43 N42 9.2000 7.3000 No Design
5 3736 N37 N30 7.0000 5.5200 No Design
6 3534 N35 N34 4.2000 4.1000 No Design
7 3422 N34 N22 4.1000 3.4000 No Design
8 3130 N31 N30 7.5000 5.7000 No Design
9 3024 N30 N24 4.2000 2.8600 No Design
10 3036 N30 N36 5.6200 5.5200 No Design
11 2827 N28 N27 8.3000 6.7000 No Design
12 2726 N27 N26 6.7000 6.5000 No Design
13 2629 N26 N29 6.5000 6.4000 No Design
14 2930 N29 N30 6.4000 5.6200 No Design
15 2725 N27 N25 5.3500 4.8700 No Design
16 2524 N25 N24 4.8700 2.8600 No Design
17 2422 N24 N22 2.5900 1.8600 No Design
18 L575 N23 N22 4.7000 3.4000 No Design
19 2117 N21 N17 3.0000 2.9500 No Design
20 1714B N17 N14B 2.8500 2.8000 No Design
21 1716 N17 N16 1.7500 1.3500 No Design
22 1615 N16 N15 1.3400 1.2100 No Design
23 1614A N16 N14A 1.6500 1.6000 No Design
24 4514B N45 N14B 3.5000 2.8500 No Design
25 4515 N45 N15 2.5000 1.2100 No Design
26 1502 N15 N2 1.2100 1.0500 No Design
27 14A13 N13 N14A 1.8600 1.6000 No Design
28 1312 N13 N12 1.8600 1.6800 No Design
29 1211 N12 N11 1.6800 1.3400 No Design
30 1103 N11 N3 1.3400 1.1000 No Design
31 0912 N9 N12 3.5000 2.0000 No Design
32 0908 N9 N8 2.5000 2.0000 No Design
33 0811 N8 N11 3.0000 2.0000 No Design
34 0804 N8 N4 2.0000 1.7000 No Design
35 0201 N2 N1 1.0500 0.9300 No Design
36 5248 N52 N48 7.0000 4.8000 No Design
37 4845 N48 N45 4.6000 3.5000 No Design
38 4250 N42 N50 7.3000 5.7000 No Design
39 5338 N53 N38 8.5000 6.0000 No Design
40 3851 N38 N51 6.1500 4.8000 No Design
41 4746o N47 N46 4.6000 4.0000 No Design
42 4746u N47 N46 3.6000 3.0000 No Design
43 4645o N46 N45 4.0000 3.5000 No Design
44 4645u N46 N45 3.0000 2.5000 No Design
45 3836o N38 N36 6.0000 5.5200 No Design
46 3635o N36 N35 5.7700 5.2000 No Design
47 2217o N22 N17 3.4000 2.9500 No Design
48 2217u N22 N17 1.8600 1.7500 No Design
49 2019o N20 N19 7.0000 6.0000 No Design
50 2019u N20 N19 6.0000 4.5000 No Design
51 1918o N19 N18 6.0000 3.0000 No Design
52 1918u N19 N18 4.5000 1.9000 No Design
53 1817o N18 N17 3.0000 2.9500 No Design
54 1817u N18 N17 1.9000 1.7500 No Design
55 1009o N10 N9 4.6000 3.5000 No Design
56 1009u N10 N9 3.6000 2.5000 No Design
57 0706o N7 N6 5.0000 4.5000 No Design
58 0706u N7 N6 4.0000 3.5000 No Design
59 0604o N6 N4 4.5000 2.8000 No Design
60 0604u N6 N4 3.5000 1.7000 No Design
61 0504o N5 N4 4.3000 2.8000 No Design
62 0504u N5 N4 3.3000 1.7000 No Design
63 0403o N4 N3 2.8000 2.0000 No Design
64 0403u N4 N3 1.7000 1.1000 No Design
65 0302o N3 N2 1.8200 1.8100 No Design
66 0302u N3 N2 1.1000 1.0500 No Design
67 14a14bo N14B N14A 2.9900 2.5000 No Design
68 14a14bu N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE TEWANTIN
EXISTING CASE
Title from immediately preceding computational layer
EAGLE DRIVE TEWANTIN
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 35
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.15
#################################################
# Element numbers of interface inlet locations: #
#################################################
N54 N52 N48 N43 N42 N50 N47
N45 N53 N38 N37 N31 N28 N27
N35 N23 N22 N21 N20 N19 N18
N17 N10 N8 N7 N6 N5 N4
N11 N2 N26 N29 N30 N36 N51
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file Section 3
was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 8.2971 0.0288
5047 2.8812 0.0234
5114b 3.5733 0.0360
4342 10.3858 0.0345
3736 14.9983 0.0296
3534 5.8173 0.0100
3422 6.0122 0.0175
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
5248 8.1651 0.0379
4845 2.5500 0.0183
4250 11.5986 0.0276
5338 8.7547 0.0321
3851 5.0145 0.0321
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
3836o 9.9729 0.0120
3635o 35.6736 0.0285
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14a14bo 75.9084 0.0490
14a14bu 0.1368 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 8.50 N52/ 0.00 / 7.00
N38/ 0.00 / 5.00 N51/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50/ 0.00 / 4.70 N47/ 0.00 / 3.60 N46/ 0.00 / 3.00
N45/ 0.00 / 2.50 N43/ 0.00 / 9.20 N42/ 0.00 / 7.30
N37/ 0.00 / 7.00 N36/ 0.00 / 4.47 N35/ 0.00 / 3.20
N34/ 0.00 / 4.10 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.00/ 7.00 5047/ 3.60/ 3.60 5114b/ 1.80/ 1.80
4342/ 7.30/ 7.30 3736/ 4.20/ 4.20 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 5248/ 3.60/ 3.60
4845/ 2.50/ 2.50 4250/ 4.70/ 4.70 5338/ 5.00/ 5.00
3851/ 3.80/ 3.80 4746o/ 3.00/ 3.00 4746u/ 3.00/ 3.00
4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50 3836o/ 4.47/ 4.47
3635o/ 3.20/ 3.20 2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75
2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90
1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75
1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50
0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70
0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10
0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 165.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.9445 7.3612 5.0000
N51 3.4884 8.7211 35.0000
N48 3.1301 7.8252 40.0000
N50 2.8979 7.2447 60.0000
N47 0.9111 2.2779 525.0000
N46 2.0164 5.0409 17830.0000
N45 1.1345 2.8363 60.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 2.9432 7.3579 30.0000
N35 3.9635 9.9088 5.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 0.7366 1.8414 290.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 2.2362 5.5906 165.0000
N26 50.0000 50.0000 0.0000
N25 3.2618 8.1546 345.0000
N24 0.7053 1.7632 5.0000
N23 45.9335 50.0000 0.0000
N22 0.6721 1.6803 395.0000
N21 2.6675 6.6688 100.0000
N20 1.8026 4.5065 120.0000
N19 7.5486 18.8715 0.0000
N18 1.6637 4.1592 10.0000
N17 1.4399 3.5997 50.0000
N16 5.2122 13.0306 0.0000
N15 9.2156 23.0391 0.0000
N14B 0.8010 2.0026 625.0000
N14A 16.6851 41.7128 0.0000
N13 19.1790 47.9475 0.0000
N12 22.9941 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N10 2.9328 7.3321 85.0000
N9 2.1312 5.3279 280.0000
N8 0.7996 1.9991 10.0000
N7 1.6551 4.1377 160.0000
N6 1.7035 4.2588 15.0000
N5 1.4288 3.5721 190.0000
N4 5.3702 13.4255 0.0000
N3 43.7857 50.0000 0.0000
N2 50.0000 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N46
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 8.6667 0.0005 0.0196 Normal Soln
5047 38.8423 38.8423 50.0000 0.0000 0.0017 0.1854 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0093 0.0410 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0007 0.0162 Normal Soln
3736 38.9684 38.9684 50.0000 0.0000 -0.0010 0.0146 Normal Soln
3534 8.1185 8.1185 22.1304 0.0000 0.0032 0.1000 Normal Soln
3422 32.6516 32.6516 50.0000 0.0000 -0.0037 0.0956 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0020 0.0243 Normal Soln
3024 7.3810 7.3810 17.2814 0.0000 -0.0137 2.2703 Normal Soln
3036 14.8385 14.8385 50.0000 0.0000 0.0155 0.1897 Normal Soln
2827 31.9195 31.9195 50.0000 0.0000 -0.0013 0.0241 Normal Soln
2726 9.3829 9.3829 50.0000 0.0000 0.0032 0.0297 Normal Soln
2629 38.0147 38.0147 50.0000 0.0000 0.0015 0.1785 Normal Soln
2930 30.3275 30.3275 50.0000 0.0000 0.0029 0.0805 Normal Soln
2725 4.9910 4.9910 12.6465 0.0000 0.0043 2.3715 Normal Soln
2524 14.8132 14.8132 32.6910 0.0000 -0.0039 2.0156 Normal Soln
2422 6.4199 6.4199 17.0108 0.0000 0.0352 1.9715 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0019 0.1283 Normal Soln
2117 9.6366 9.6366 23.7333 0.0000 0.0090 0.0428 Normal Soln
1714B 23.2736 23.2736 50.0000 0.0000 0.0396 0.0971 Normal Soln
1716 4.7101 4.7101 12.9859 0.0000 -0.0162 1.3805 Normal Soln
1615 3.9821 3.9821 9.9818 0.0000 0.0089 3.3252 Normal Soln
1614A 1.8015 1.8015 5.3185 18.6667 -0.0108 2.8674 Normal Soln
4514B 15.1078 15.1078 25.2141 0.0000 0.0037 0.0378 Normal Soln
4515 5.6697 5.6697 12.8428 0.0000 0.0048 2.0611 Normal Soln
1502 15.2540 15.2540 33.5771 0.0000 0.0104 4.5029 Normal Soln
14A13 4.3229 4.3229 23.0011 0.0000 -0.0110 0.1429 Normal Soln
1312 6.5258 6.5258 33.4002 0.0000 0.0099 0.1469 Normal Soln
1211 18.5831 18.5831 50.0000 0.0000 0.0056 0.1025 Normal Soln
1103 15.6686 15.6686 50.0000 0.0000 0.0038 0.0736 Normal Soln
0912 35.7556 35.7556 50.0000 0.0000 -0.0004 0.0025 Normal Soln
0908 11.4670 11.4670 41.7922 0.0000 0.0033 2.1911 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 -0.0017 0.0220 Normal Soln
0804 10.8226 10.8226 33.5911 0.0000 -0.0061 2.6827 Normal Soln
0201 3.0585 3.0585 7.3212 305.3333 0.0171 0.0543 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0010 0.0389 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0039 0.1591 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0007 0.0312 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0007 0.0207 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 17.4030 17.4030 30.4499 0.0000 0.0022 0.0197 Normal Soln
4746u 5.3590 5.3590 17.6057 0.0000 0.0020 1.7175 Normal Soln
4645o 26.9049 26.9049 50.0000 0.0000 0.0023 0.0219 Normal Soln
4645u 7.0499 7.0499 23.9501 0.0000 0.0054 2.6533 Normal Soln
3836o 33.2464 33.2464 50.0000 0.0000 0.0009 0.0257 Normal Soln
3635o 22.1077 22.1077 45.5420 0.0000 0.0045 0.0147 Normal Soln
2217o 25.3621 25.3621 49.2302 0.0000 -0.0016 0.0141 Normal Soln
2217u 5.6555 5.6555 15.5626 0.0000 -0.0536 3.8002 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 5.7740 5.7740 12.1282 0.0000 0.0027 1.2812 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 18.0653 18.0653 43.3386 0.0000 0.0108 1.7803 Normal Soln
1817o 15.2633 15.2633 39.4734 0.0000 0.0069 0.1122 Normal Soln
1817u 4.0338 4.0338 10.2564 0.0000 -0.0151 3.5237 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 11.0702 11.0702 30.8689 0.0000 0.0017 1.5579 Normal Soln
0706o 37.7509 37.7509 50.0000 0.0000 0.0059 0.0142 Normal Soln
0706u 6.8233 6.8233 24.5845 0.0000 0.0020 1.9388 Normal Soln
0604o 38.3341 38.3341 50.0000 0.0000 0.0019 0.0483 Normal Soln
0604u 9.6497 9.6497 20.5973 0.0000 0.0036 2.2040 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 -0.0006 0.0023 Normal Soln
0504u 12.6003 12.6003 33.8724 0.0000 0.0022 2.0819 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 3.5012 3.5012 7.7611 0.0000 -0.0080 1.1891 Normal Soln
0302o 21.9952 21.9952 50.0000 0.0000 0.0002 0.0045 Normal Soln
0302u 2.9326 2.9326 13.8340 0.0000 0.0037 0.5014 Normal Soln
14a14bo 11.1567 11.1567 30.6337 0.0000 0.0056 0.0062 Normal Soln
14a14bu 1.9100 1.9100 5.2416 27.3333 -0.0074 2.3223 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...................................2217u
*==================================================*
| 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/ 0.46 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.15 /
2524/ 0.19 / 2422/ 0.27 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.36 /
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/ 0.37 / 5047/ 0.23 / 5114b/ 0.05 /
4342/ 0.26 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.06 / 3024/ 0.18 /
3036/ 3.24 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.47 / 2930/ 0.21 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.03 / 1714B/ 1.70 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.18 /
4515/ 0.15 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.10 /
0912/ 0.02 / 0908/ 0.15 / 0811/ 0.11 /
0804/ 0.18 / 0201/ 0.28 / 5248/ 0.32 /
4845/ 0.23 / 4250/ 0.36 / 5338/ 1.86 /
3851/ 0.03 / 4746o/ 0.03 / 4746u/ 0.12 /
4645o/ 0.05 / 4645u/ 0.12 / 3836o/ 3.28 /
3635o/ 0.01 / 2217o/ 0.16 / 2217u/ 0.29 /
2019o/ 0.00 / 2019u/ 0.18 / 1918o/ 0.05 /
1918u/ 0.24 / 1817o/ 0.18 / 1817u/ 0.24 /
1009o/ 0.01 / 1009u/ 0.15 / 0706o/ 0.07 /
0706u/ 0.12 / 0604o/ 0.10 / 0604u/ 0.15 /
0504o/ 0.15 / 0504u/ 0.12 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.02 / 0302u/ 1.50 /
14a14bo/ 0.02 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.00 / 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/ 1.08 / N51/ 1.02 / N48/ 1.04 /
N50/ 1.05 / N47/ 1.08 / N46/ 1.08 /
N45/ 1.11 / N43/ 0.02 / N42/ 0.02 /
N37/ 0.06 / N36/ 1.36 / N35/ 1.07 /
N34/ 0.06 / N31/ 0.02 / N30/ 1.63 /
N29/ 0.12 / N28/ 0.07 / N27/ 1.37 /
N26/ 0.17 / N25/ 0.78 / N24/ 1.48 /
N23/ 0.12 / N22/ 1.63 / N21/ 1.04 /
N20/ 0.78 / N19/ 0.70 / N18/ 1.29 /
N17/ 1.29 / N16/ 1.70 / N15/ 1.10 /
N14B/ 1.24 / N14A/ 0.99 / N13/ 0.61 /
N12/ 0.60 / N11/ 0.76 / N10/ 0.67 /
N9/ 1.01 / N8/ 1.03 / N7/ 1.02 /
N6/ 1.04 / N5/ 1.01 / N4/ 1.00 /
N3/ 0.74 / N2/ 0.73 / N1/ 0.73 /
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/ 2.92 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.17 / 2930/ 0.08 / 2725/ 0.01 /
2524/ 0.01 / 2422/ 0.08 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.07 /
1615/ 0.12 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.06 / 1502/ 0.46 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.18 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.14 / 5248/ 0.07 /
4845/ 0.11 / 4250/ 0.08 / 5338/ 0.58 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.50 /
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/ 0.32 /
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........ 7398
Total number of time steps during simulation.... 5643
Ratio of actual # of time steps / NTCYC......... 1.306
Average number of iterations per time step...... 1.311
Average time step size(seconds)................ 3.828
Smallest time step size(seconds)................ 0.625
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.574
Average minimum implicit time step (sec)........ 1.566
Average minimum junction time step (sec)........ 1.566
Average Courant Factor Tf....................... 1.566
Number of times omega reduced................... 30
*=========================================================*
| 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 1.02 5777 0 6 0 0 0
N53 0 1.03 5830 0 4 0 0 0
N52 0 1.12 6332 0 7 0 0 0
N38 0 1.09 6132 0 13 1 0 0
N51 0 1.03 5809 0 8 0 0 0
N48 0 1.13 6387 1 21 1 0 0
N50 0 1.22 6887 1 20 1 0 0
N47 0 1.28 7226 0 7 0 0 0
N46 0 1.31 7375 1 6 0 0 0
N45 0 1.46 8253 3 16 2 0 0
N43 0 1.03 5830 0 5 0 0 0
N42 0 1.13 6378 0 6 0 0 0
N37 0 1.08 6078 0 6 0 0 0
N36 0 1.46 8258 0 9 0 0 0
N35 0 1.24 6970 1 16 1 0 0
N34 0 1.22 6909 0 14 1 0 0
N31 0 1.10 6214 0 9 0 0 0
N30 0 1.52 8559 3 14 3 0 0
N29 0 1.28 7195 0 7 0 0 0
N28 0 1.10 6225 0 7 0 0 0
N27 0 1.39 7855 0 17 2 0 0
N26 0 1.23 6965 0 6 0 0 0
N25 0 1.19 6699 0 7 0 0 0
N24 0 1.36 7702 1 12 1 0 0
N23 0 1.20 6768 0 7 0 0 0
N22 0 1.43 8066 1 13 1 0 0
N21 0 1.21 6827 1 19 1 0 0
N20 0 1.14 6422 0 6 0 0 0
N19 0 1.29 7287 0 9 0 0 0
N18 0 1.49 8392 0 8 0 0 0
N17 0 1.68 9471 0 13 1 0 0
N16 0 1.54 8692 0 13 3 0 0
N15 0 1.32 7422 0 7 0 0 0
N14B 0 1.67 9423 0 13 1 0 0
N14A 0 1.56 8805 2 13 3 0 0
N13 0 1.41 7978 0 7 0 0 0
N12 0 1.34 7550 0 7 0 0 0
N11 0 1.45 8160 0 7 0 0 0
N10 0 1.11 6280 0 5 0 0 0
N9 0 1.18 6650 0 6 0 0 0
N8 0 1.24 6971 0 9 0 0 0
N7 0 1.13 6357 0 7 0 0 0
N6 0 1.34 7550 4 14 2 0 0
N5 0 1.09 6169 0 6 0 0 0
N4 0 1.40 7907 3 16 3 0 0
N3 0 1.64 9249 4 17 4 0 0
N2 0 1.60 9047 1 8 0 0 0
N1 0 1.50 8477 3 8 0 0 0
Total number of iterations for all junctions.. 349765
Minimum number of possible iterations......... 270864
Efficiency of the simulation.................. 1.29
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 8.9205 0 25 0.0000 1.0795 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5208 0 25 0.0000 1.4792 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0277 0 28 0.0000 2.9723 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0785 0 32 0.0000 3.9215 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8181 0 25 0.0000 5.1819 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6430 0 26 0.0000 5.3570 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7470 0 28 0.0000 4.2530 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6759 0 26 0.0000 5.3241 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0833 0 27 0.0000 5.9167 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6148 0 28 0.0000 6.3852 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2193 0 25 0.0000 0.7807 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3247 0 26 0.0000 2.6753 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0599 0 25 0.0000 2.9401 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8330 0 31 0.0000 4.1670 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2652 0 29 0.0000 5.7348 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1611 0 32 0.0000 5.8389 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5198 0 25 0.0000 2.4802 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8331 0 30 0.0000 4.1669 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5185 0 25 0.0000 3.4815 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3727 0 25 0.0000 1.6273 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7222 0 25 0.0000 3.2778 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.6716 0 25 0.0000 3.3284 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6504 0 31 0.4054 4.3496 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.0744 0 32 0.7644 5.9256 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8177 0 25 0.0000 5.1823 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.4907 0 32 0.0000 6.5093 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0423 0 24 0.0000 6.9577 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.7773 0 25 0.0000 3.2227 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 5.1991 0 25 0.0000 4.8009 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.1867 0 25 0.0000 6.8133 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.0381 0 27 0.0000 6.9619 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.0386 0 27 0.6386 6.9614 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.3053 0 28 0.2703 7.6947 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.0437 0 28 0.0000 6.9563 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.5938 0 28 0.0000 7.4062 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.4663 0 29 0.0000 7.5337 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.2832 0 31 0.0000 7.7168 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.1027 0 33 0.0000 7.8973 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.2713 0 25 0.0000 5.7287 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5070 0 25 0.0000 6.4930 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0265 0 25 0.0000 6.9735 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0206 0 25 0.0000 4.9794 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5435 0 25 0.0000 5.4565 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3088 0 25 0.0000 5.6912 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.7029 0 25 0.0000 7.2971 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.8366 0 29 0.0000 8.1634 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.7830 0 29 0.0000 8.2170 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.6642 0 28 0.0000 8.3358 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 0.0812 0 25 0.1576 0 25 0.0098 8.9205 7.0277 .1023 .1387
5047 2.8812 1.4600 200.0000 0.2612 0 28 0.4794 0 21 0.0907 5.7470 4.6759 .2351 .3796
5114b 3.5733 1.8108 200.0000 0.0661 0 25 0.3699 0 25 0.0185 4.8181 3.0437 .0905 .2186
4342 10.3858 1.3631 200.0000 0.0840 0 25 0.1827 0 0 0.0081 9.2193 7.3247 .0967 .1236
3736 14.9983 3.6090 400.0000 0.0986 0 25 0.7359 0 14 0.0066 7.0599 5.8331 .1499 .7828
3534 5.8173 1.4765 400.0000 0.2753 0 31 0.4520 0 29 0.0473 4.2652 4.1611 .1630 .1528
3422 6.0122 1.5213 400.0000 0.2714 0 32 0.3769 0 30 0.0451 4.1611 3.4907 .1528 .2267
3130 13.5508 2.2744 300.0000 0.1477 0 25 0.3551 0 22 0.0109 7.5198 5.8331 .0659 .4437
3024 0.4621 2.9058 450.0000 0.4522 0 42 2.9531 0 43 0.9784 5.8331 4.0744 3.629 2.698
3036 6.7857 1.4251 400.0000 -0.1625 0 47 -0.1846 0 57 -0.0239 5.8331 5.8330 .5328 .7824
2827 15.5945 3.7524 400.0000 0.1701 0 25 0.9675 0 25 0.0109 8.3727 6.7719 .1817 .1797
2726 18.5574 3.1124 300.0000 0.2443 0 25 0.1435 0 23 0.0132 6.7222 6.6716 .0738 .5720
2629 2.4524 0.5150 400.0000 0.2180 0 25 0.2967 0 26 0.0889 6.6716 6.5185 .4290 .2962
2930 11.6053 2.4373 400.0000 0.4671 0 25 0.8369 0 22 0.0402 6.5185 5.8331 .2962 .5328
2725 0.2218 2.0080 375.0000 0.2598 0 13 2.3722 0 13 1.1717 6.7222 5.6504 3.659 2.081
2524 0.2779 2.5163 375.0000 0.2558 0 14 2.4505 0 13 0.9203 5.6504 4.0744 2.081 3.238
2422 0.8401 2.9711 600.0000 0.6520 0 15 2.2984 0 15 0.7761 4.0744 3.4907 2.474 2.717
L575 4.4056 1.1111 300.0000 0.2535 0 25 0.4602 0 25 0.0575 4.8177 3.4907 .3923 .3022
2117 10.3655 2.0976 500.0000 0.1624 0 24 0.4214 0 23 0.0157 3.0423 3.0381 .0847 .1761
1714B 8.1188 0.9553 500.0000 -0.3286 0 37 -0.3154 0 37 -0.0405 3.0381 3.0437 .3761 .4875
1716 3.1532 3.6415 1050.000 2.0322 0 26 2.3102 0 26 0.6445 3.0381 3.0386 1.226 1.608
1615 0.7725 1.7486 750.0000 1.2021 0 27 2.7062 0 27 1.5561 3.0366 2.3053 2.262 1.460
1614A 0.7872 1.7819 750.0000 0.8338 0 26 1.8802 0 26 1.0592 3.0366 2.5938 1.848 1.325
4514B 28.0567 3.5017 450.0000 0.5036 0 28 0.9537 0 20 0.0179 3.6148 3.0437 .2551 .4305
4515 0.1942 2.7467 300.0000 0.1780 1 3 2.4918 1 3 0.9168 3.6148 2.3053 3.716 3.651
1502 0.6052 1.1322 825.0000 1.3564 0 27 2.6804 0 24 2.2412 2.3053 1.7830 1.327 .8885
14A13 16.6072 0.8411 1700.000 -1.1515 0 28 -0.4353 0 28 -0.0693 2.5938 2.4663 .4317 .5096
1312 15.7543 0.6101 1400.000 1.1490 0 28 0.4192 0 27 0.0729 2.4663 2.2832 .4331 .4309
1211 22.0747 0.6694 1700.000 1.1258 0 31 0.2646 0 18 0.0510 2.2832 2.1027 .3548 .4486
1103 34.9730 0.7240 2000.000 1.2817 0 33 0.3861 0 41 0.0366 2.1027 1.8366 .3814 .3683
0912 7.4604 1.8954 400.0000 0.0092 0 25 0.0084 0 25 0.0012 3.5070 2.2832 .0175 .7080
0908 0.1628 1.4741 375.0000 0.1336 0 23 1.1964 0 23 0.8203 3.5070 3.0265 2.685 2.737
0811 6.0914 1.5476 400.0000 0.0670 0 26 0.2607 0 26 0.0110 3.0265 2.1027 .0662 .2568
0804 0.2208 1.3886 450.0000 0.2383 0 28 1.4891 0 28 1.0791 3.0265 2.7029 2.281 2.228
0201 142.3584 2.9703 2000.000 3.4964 0 28 1.3673 0 38 0.0246 1.7830 1.6642 .3665 .3671
5248 8.1651 1.4277 200.0000 0.1369 0 28 0.2814 0 28 0.0168 7.0277 4.8209 .1387 .1046
4845 2.5500 1.2922 200.0000 0.1996 0 26 0.3062 0 14 0.0783 4.6430 3.6148 .2151 .5740
4250 11.5986 1.2184 200.0000 0.1812 0 26 0.1436 0 25 0.0156 7.3247 5.7470 .1236 .2351
5338 8.7547 1.3127 200.0000 0.0904 0 25 0.2853 0 0 0.0103 8.5208 6.0785 .1042 .3925
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0785 4.8181 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.1714 0 26 0.8211 0 25 0.0099 4.6759 4.0833 .1898 .2082
4746u 0.1498 2.1194 300.0000 0.1016 0 23 1.4200 0 12 0.6781 4.6759 4.0833 3.586 3.610
4645o 15.8729 2.3953 400.0000 0.1738 0 27 0.5249 0 27 0.0110 4.0833 3.6148 .2082 .2870
4645u 0.1105 1.5637 300.0000 0.0990 0 25 1.3779 0 25 0.8960 4.0833 3.6148 3.610 3.716
3836o 9.9729 2.0945 400.0000 0.1272 0 32 0.1086 0 58 0.0128 6.0785 5.8330 .1963 .7824
3635o 35.6736 2.3986 400.0000 0.2613 0 31 0.4392 0 31 0.0073 5.8330 5.2608 .1574 .1520
2217o 14.0423 2.7133 500.0000 0.0997 0 32 0.7109 0 32 0.0071 3.4907 3.0397 .1813 .1794
2217u 0.6241 1.4127 750.0000 0.9992 0 38 2.2500 0 38 1.6011 3.4907 3.0381 2.174 1.717
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 5.1991 5.1991 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.3891 0 25 2.4736 0 39 0.6104 6.7773 5.1991 1.727 1.553
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 5.1989 3.1867 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.7269 0 25 2.5397 0 26 0.7700 5.1989 3.1867 1.164 2.144
1817o 9.1593 1.0777 500.0000 0.5142 0 26 0.5573 0 26 0.0561 3.1867 3.0837 .3734 .2673
1817u 0.5070 1.7932 600.0000 0.6090 0 21 2.1450 0 21 1.2011 3.1867 3.0381 2.144 2.146
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2713 3.5070 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1531 0 25 1.6200 0 13 0.6341 4.2713 3.5070 1.790 2.685
0706o 7.2322 2.5999 300.0000 0.0490 0 25 0.2753 0 24 0.0068 5.0206 4.5435 .0686 .1449
0706u 0.1248 1.7661 300.0000 0.0875 0 15 1.2203 0 15 0.7013 5.0206 4.5435 3.401 3.478
0604o 9.6606 3.5633 300.0000 0.2315 0 25 0.8850 0 25 0.0240 4.5435 2.8429 .1449 .1430
0604u 0.3116 2.8210 375.0000 0.3078 0 33 2.7675 0 33 0.9881 4.5435 2.7029 2.782 2.674
0504o 8.6316 3.1831 300.0000 0.0100 0 25 0.2701 0 25 0.0012 4.3088 2.8049 .0292 .0164
0504u 0.1541 2.1802 300.0000 0.1332 0 23 1.8599 0 23 0.8646 4.3088 2.7029 3.362 3.343
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.8366 1.8366 .0000 .0000
0403u 1.9283 4.3647 750.0000 1.1131 0 25 2.5782 0 25 0.5773 2.7029 1.8366 1.337 .9821
0302o 2.9365 0.3239 300.0000 0.0066 0 29 0.0735 0 28 0.0022 1.8366 1.8123 .0552 .0077
0302u 3.2556 3.6173 600.0000 0.6793 0 29 0.7229 0 29 0.2086 1.8366 1.7830 1.227 1.221
14a14bo 75.9084 3.3944 500.0000 0.2248 0 28 0.3266 0 26 0.0030 3.0437 2.5938 .1075 .1876
14a14bu 0.1368 1.9347 300.0000 0.1366 0 50 1.9078 0 50 0.9988 3.0437 2.5938 4.145 3.312
FREE # 1 Undefnd Undefnd Undefn 3.5037 0 28
*==================================================*
| 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 0.0150 0.5212 0.0037
5047 5.8750 23.5278 0.0000 330.5972 0.0592 0.5876 0.0272
5114b 7.2083 12.9444 0.0000 339.8472 0.0275 0.2719 0.0068
4342 0.1667 359.8333 0.0000 0.0000 0.0130 0.5161 0.0036
3736 0.1667 43.9375 0.0000 315.8958 0.0983 1.3305 0.0374
3534 6.7083 353.2917 0.0000 0.0000 0.0617 0.6121 0.0280
3422 6.7083 15.0556 0.0000 338.2361 0.0732 0.7290 0.0282
3130 0.1667 35.0139 0.0000 324.8194 0.0667 1.3369 0.0079
3024 0.1667 29.5843 0.0000 330.2490 0.1302 0.1639 3.3147
3036 11.9444 36.0972 311.9583 0.0000 0.1328 2.2458 0.0251
2827 0.1667 0.0000 0.0000 359.8333 0.0356 0.1759 0.0699
2726 339.4167 20.5833 0.0000 0.0000 0.0871 1.7527 0.0133
2629 0.2500 359.7500 0.0000 0.0000 0.0770 0.7357 0.0430
2930 0.2500 36.0417 0.0000 323.7083 0.0776 0.8363 0.1010
2725 0.1667 359.8333 0.0000 0.0000 0.1040 0.1138 2.1145
2524 0.1667 45.1458 0.0000 314.6875 0.1119 0.1151 1.9447
2422 0.1667 359.8333 0.0000 0.0000 0.1739 0.2905 3.2336
L575 0.1667 8.1944 0.0000 351.6389 0.0521 0.5508 0.0473
2117 4.3750 13.6389 0.0000 341.9861 0.0610 0.6069 0.0165
1714B 325.6944 14.6111 19.6944 0.0000 0.0931 1.7585 0.0507
1716 0.1667 355.3333 0.0000 4.5000 0.2938 0.8902 3.4263
1615 0.1667 359.8333 0.0000 0.0000 0.2279 0.4522 3.7710
1614A 7.2500 63.4167 289.3333 0.0000 0.2281 0.4609 2.2011
4514B 310.2500 28.8333 0.0000 20.9167 0.0688 1.0219 0.0918
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.3896
1502 0.1667 359.8333 0.0000 0.0000 0.2315 0.5204 2.3821
14A13 99.7917 260.2083 0.0000 0.0000 0.3324 2.6458 0.3474
1312 99.7083 260.2917 0.0000 0.0000 0.3016 2.7691 0.2506
1211 10.3750 349.6250 0.0000 0.0000 0.3055 4.7341 0.1630
1103 0.1667 359.8333 0.0000 0.0000 0.3503 3.9007 0.2544
0912 356.1389 3.8611 0.0000 0.0000 0.1095 1.1285 0.0010
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.2087
0811 353.7500 3.6111 0.0000 2.6389 0.0330 0.3268 0.0068
0804 0.1667 359.8333 0.0000 0.0000 0.1303 0.1646 1.3115
0201 0.1667 359.8333 0.0000 0.0000 0.3533 3.3548 0.8729
5248 0.1667 0.0000 0.0000 359.8333 0.0164 0.4902 0.0068
4845 6.6250 49.6528 0.0000 303.7222 0.0738 0.7376 0.0213
4250 0.2500 353.6667 0.0000 6.0833 0.0256 1.2765 0.0051
5338 0.1667 354.0000 0.0000 5.8333 0.0369 1.2895 0.0034
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 335.1389 23.7778 0.0000 1.0833 0.0390 0.2152 0.0637
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5191
4645o 333.6667 26.3333 0.0000 0.0000 0.0483 0.3327 0.0518
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 1.5116
3836o 5.9583 354.0417 0.0000 0.0000 0.0913 1.4830 0.0169
3635o 335.0000 0.0000 0.0000 25.0000 0.0276 0.5951 0.0272
2217o 344.8333 7.1944 0.0000 7.9722 0.0444 0.1403 0.0641
2217u 0.1667 359.8333 0.0000 0.0000 0.2132 0.4522 3.0962
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1348 0.1634 1.7912
1918o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 2.4756
1817o 342.0000 0.0000 0.0000 18.0000 0.0774 0.9236 0.0892
1817u 0.1667 359.8333 0.0000 0.0000 0.1825 0.2960 2.1653
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1139 1.1523
0706o 350.1944 9.8056 0.0000 0.0000 0.0268 0.1799 0.0087
0706u 0.1667 359.8333 0.0000 0.0000 0.0894 0.0727 1.2377
0604o 341.8542 0.0000 0.0000 18.1458 0.0368 0.2617 0.0382
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.5618
0504o 356.8333 0.0000 0.0000 3.1667 0.0067 0.0372 0.0018
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.7938
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2271 0.4520 2.1616
0302o 352.3056 0.0000 0.0000 7.6944 0.0093 0.0900 0.0007
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.9868 0.5310
14a14bo 343.2778 14.9167 0.0000 1.8056 0.0338 0.7846 0.0217
14a14bu 7.2083 352.7917 0.0000 0.0000 0.0839 0.0727 1.8787
*===========================================*
| 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 0.0061 131.8263 0.0002 0.9989 0.1736 0.0043 0.1258 2.8217
5047 0.0235 507.5777 0.0008 0.9803 1.0178 0.0129 0.1278 0.0350
5114b 0.0040 85.4466 0.0002 0.9747 1.0242 0.0042 0.0415 0.0350
4342 0.0060 128.8572 0.0002 0.9989 0.2051 0.0035 0.1124 2.8217
3736 0.0064 137.2268 0.0003 0.9989 0.9671 0.0217 0.2512 1.2541
3534 0.0093 200.0402 0.0007 0.9768 0.2174 0.0081 0.0795 0.0350
3422 0.0096 207.0037 0.0007 0.9766 0.5119 0.0084 0.0832 0.0450
3130 0.0092 198.8391 0.0005 0.9989 0.9005 0.0119 0.2375 2.1947
3024 0.0647 1397.7151 0.0018 0.9989 1.4695 0.0547 0.0536 0.8152
3036 -0.0161 -347.7588 0.0018 0.9571 0.0010 0.0523 0.5723 0.0204
2827 0.0109 234.5105 0.0006 0.9989 1.2605 0.0092 0.0305 1.2541
2726 0.0048 103.1951 0.0007 0.1327 0.0287 0.0285 0.1541 0.0200
2629 0.0069 148.6770 0.0005 0.9989 0.1553 0.0173 0.0833 2.1947
2930 0.0249 537.9560 0.0012 0.9989 0.6837 0.0206 0.1498 1.2541
2725 0.0253 547.1885 0.0009 0.9989 1.1907 0.0377 0.0304 0.8152
2524 0.0252 543.6746 0.0009 0.9963 1.6502 0.0358 0.0283 0.0130
2422 0.0901 1946.8588 0.0030 0.9989 0.8783 0.0731 0.0961 0.8152
L575 0.0167 360.7988 0.0008 0.9989 0.5717 0.0140 0.0983 2.8217
2117 0.0094 202.1719 0.0007 0.9867 0.9226 0.0090 0.0886 0.0200
1714B -0.0152 -329.2948 0.0010 0.2231 0.0000 0.0147 0.1957 0.0207
1716 0.2194 4738.1885 0.0069 0.9989 1.0240 0.1081 0.2374 Section 4
0.8152
1615 0.1582 3417.6075 0.0045 0.9966 0.5845 0.0983 0.1693 0.0130
1614A 0.0613 1323.2493 0.0029 0.9745 0.1102 0.0773 0.1389 0.0130
4514B 0.0302 653.1724 0.0013 0.3018 0.2310 0.0125 0.1229 0.0207
4515 0.0316 682.3912 0.0009 0.9989 0.6189 0.0449 0.0317 0.8152
1502 0.1899 4102.6253 0.0051 0.9989 0.8014 0.1069 0.1728 0.8152
14A13 -0.0808 -1745.040 0.0030 0.7749 0.0013 0.0995 0.5373 0.1235
1312 0.0810 1748.8342 0.0030 0.7749 0.0539 0.0692 0.5441 0.1234
1211 0.0810 1749.5097 0.0027 0.9642 0.0367 0.0720 0.8519 0.1238
1103 0.1035 2235.0405 0.0032 0.9989 0.1418 0.1051 0.7687 7.8381
0912 0.0000 1.0194 0.0000 0.0252 0.0004 0.0224 0.2295 0.0450
0908 0.0097 210.4719 0.0005 0.9989 0.6631 0.0334 0.0233 0.8779
0811 0.0005 10.2214 0.0002 0.0406 0.0212 0.0038 0.0382 0.0450
0804 0.0185 398.7469 0.0009 0.9989 0.5381 0.0435 0.0395 0.8152
0201 0.3868 8355.4478 0.0119 0.9989 0.5349 0.1193 0.7255 2.5082
5248 0.0126 272.8119 0.0004 0.9989 0.6396 0.0047 0.1216 2.8217
4845 0.0182 393.8477 0.0006 0.9771 0.8454 0.0171 0.1703 0.0350
4250 0.0145 312.6931 0.0005 0.9989 0.2524 0.0064 0.2899 2.8217
5338 0.0068 147.4900 0.0003 0.9989 0.0651 0.0130 0.4270 2.8217
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0009 0.0134 0.0450
4746o 0.0062 134.7248 0.0004 0.1620 0.1351 0.0047 0.0211 0.0209
4746u 0.0276 597.0134 0.0004 0.9989 1.1344 0.0320 0.0239 0.8152
4645o 0.0066 142.1542 0.0004 0.1722 0.0740 0.0079 0.0441 0.0210
4645u 0.0273 590.6478 0.0005 0.9989 0.6465 0.0341 0.0255 0.8779
3836o 0.0156 336.3611 0.0004 0.9798 0.0577 0.0439 0.4467 0.0202
3635o 0.0073 156.9993 0.0006 0.1636 0.0985 0.0031 0.0416 0.0350
2217o 0.0022 47.1049 0.0002 0.0982 0.0594 0.0033 0.0089 0.0210
2217u 0.1204 2600.6060 0.0039 0.9989 0.7610 0.0890 0.1376 0.8152
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0201
2019u 0.0298 643.7785 0.0012 0.9989 1.7318 0.0429 0.0290 0.8152
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0036 0.0367 0.0261
1918u 0.0535 1154.5546 0.0024 0.9989 1.1458 0.0579 0.0603 0.8152
1817o 0.0135 291.5777 0.0012 0.1180 0.0551 0.0070 0.0637 0.0207
1817u 0.0549 1185.4358 0.0025 0.9989 0.6577 0.0680 0.0850 0.8152
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 0.0003 0.0247
1009u 0.0097 210.3114 0.0005 0.9989 1.1358 0.0288 0.0165 0.8779
0706o 0.0006 13.0677 0.0001 0.0640 0.0310 0.0014 0.0086 0.0208
0706u 0.0082 178.1097 0.0004 0.9989 0.6699 0.0288 0.0172 0.8152
0604o 0.0041 88.2401 0.0005 0.1168 0.1593 0.0021 0.0137 0.0204
0604u 0.0329 709.9234 0.0012 0.9989 1.3995 0.0391 0.0299 0.8152
0504o 0.0001 1.2074 0.0000 0.0204 0.0267 0.0001 0.0006 0.0206
0504u 0.0094 202.2632 0.0005 0.9989 0.6914 0.0293 0.0168 0.8152
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0403u 0.0835 1803.3800 0.0034 0.9989 2.3295 0.0720 0.0976 0.8152
0302o 0.0001 1.4877 0.0000 0.0502 0.0256 0.0003 0.0028 0.0290
0302u 0.1874 4048.3302 0.0026 0.9989 0.1409 0.1042 0.2914 0.4389
14a14bo 0.0049 105.0328 0.0006 0.1100 0.0477 0.0025 0.0447 0.0350
14a14bu 0.0146 315.6309 0.0004 0.9745 0.2216 0.0365 0.0261 0.0130
FREE # 1 0.3869 8356.4153
*===============================================================*
| 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 0.0812 0.0000 0.9033 0.0167 0.0200 8.9205 7.0271 Max Flow
5047 0.2612 0.0000 0.4992 0.0416 0.0470 5.7470 4.6750 Max Flow
5114b 0.0657 0.0000 1.5480 0.0165 0.0178 4.8180 3.0199 Max Flow
4342 0.0840 0.0000 0.9754 0.0164 0.0189 9.2193 7.3246 Max Flow
3736 0.0986 0.0000 0.0062 0.0703 0.0595 7.0599 5.7776 Max Flow
3534 0.2752 0.0000 0.1017 0.0428 0.0626 4.2637 4.1608 Max Flow
3422 0.2714 0.0000 0.3683 0.0424 0.0609 4.1611 3.4901 Max Flow
3130 0.1476 0.0000 0.1098 0.0173 0.0192 7.5198 5.7776 Max Flow
3024 0.4521 1.3110 1.1763 0.4296 0.3603 5.8049 3.2762 Max Flow
3036 -0.0004 0.0000 0.0000 0.0027 0.0051 5.6221 5.6223 Max Flow
2827 0.1699 0.0000 1.6003 0.0877 0.0719 8.3726 6.7719 Max Flow
2726 0.2437 0.0000 0.0021 0.0248 0.0218 6.7221 6.6667 Max Flow
2629 0.2180 0.0000 0.1481 0.0964 0.1598 6.6716 6.5182 Max Flow
2930 0.4670 0.0000 0.2902 0.1294 0.1182 6.5185 5.7904 Max Flow
2725 0.2598 0.8510 0.6050 0.3504 0.3750 6.7017 5.2222 Max Flow
2524 0.2552 0.4790 1.5233 0.3491 0.2830 5.2735 3.2070 Max Flow
2422 0.6484 0.2739 0.4319 0.5185 0.3957 3.5400 2.7610 Max Flow
L575 0.2534 0.0000 1.3209 0.0879 0.1053 4.8177 3.4879 Max Flow
2117 0.1612 0.0000 0.0488 0.0294 0.0400 3.0400 2.9907 Max Flow
1714B 0.0000 0.0000 0.0000 0.0000 0.0000 2.8466 2.8466 Max Flow
1716 2.0322 -0.1638 0.1610 0.8112 0.6135 3.0310 3.0191 Max Flow
1615 1.2018 0.4150 0.3111 0.6629 0.7500 3.0327 2.3050 Max Flow
1614A 0.8314 0.4005 0.0554 0.5651 0.6630 3.0183 2.5619 Max Flow
4514B 0.5035 0.0000 0.0998 0.1470 0.1144 3.6148 3.0437 Max Flow
4515 0.1780 0.6916 1.0616 1.0094 0.2261 3.5094 1.7520 Max Flow
1502 1.3564 -0.2091 0.7575 0.6970 0.8250 2.3051 1.7813 Max Flow
14A13 0.0265 0.0000 0.0056 0.0858 0.1611 2.0856 2.0785 Max Flow
1312 1.1459 0.0000 0.1890 0.3653 0.6067 2.4661 2.2762 Max Flow
1211 1.1258 0.0000 0.1615 0.3727 0.6026 2.2832 2.0968 Max Flow
1103 1.2816 0.0000 0.2773 0.3085 0.7673 2.1027 1.8219 Max Flow
0912 0.0092 0.0000 0.0002 0.0024 0.0040 3.5070 2.2386 Max Flow
0908 0.1336 0.1591 0.3294 0.2695 0.2585 3.5012 3.0127 Max Flow
0811 0.0670 0.0000 0.9753 0.0167 0.0252 3.0260 2.0265 Max Flow
0804 0.2382 0.2005 0.3447 0.3435 0.4500 3.0000 2.4502 Max Flow
0201 3.4872 0.0000 0.1201 0.5366 0.7329 1.7830 1.6629 Max Flow
5248 0.1352 0.0000 2.2048 0.0208 0.0245 7.0277 4.8208 Max Flow
4845 0.1995 0.0000 0.1800 0.0347 0.0429 4.6430 3.6124 Max Flow
4250 0.1812 0.0000 0.3191 0.0197 0.0246 7.3247 5.7464 Max Flow
5338 0.0904 0.0000 0.0814 0.0172 0.0204 8.5208 6.0698 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.1713 0.0000 0.4856 0.0871 0.0756 4.6759 4.0827 Max Flow
4746u 0.1016 0.3337 0.2672 0.2466 0.1812 4.6610 4.0602 Max Flow
4645o 0.1738 0.0000 0.2058 0.0876 0.0831 4.0833 3.6146 Max Flow
4645u 0.0990 0.0817 0.3882 0.2439 0.2219 4.0811 3.6114 Max Flow
3836o 0.1272 0.0000 0.0031 0.0775 0.0784 6.0785 5.8321 Max Flow
3635o 0.2612 0.0000 0.5676 0.0608 0.0618 5.8330 5.2608 Max Flow
2217o 0.0997 0.0000 0.4496 0.0924 0.0897 3.4907 3.0397 Max Flow
2217u 0.9984 0.2545 0.2785 0.6151 0.7500 3.4254 2.8886 Max Flow
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2019u 0.3887 1.0265 0.5530 0.4159 0.2538 6.7740 5.1976 Max Flow
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1918u 0.7268 0.5283 1.4537 0.5395 0.3951 5.1919 3.1853 Max Flow
1817o 0.5141 0.0000 0.0850 0.1336 0.1852 3.1867 3.0837 Max Flow
1817u 0.6090 0.1952 0.2146 0.5060 0.6000 3.0136 2.5997 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.1531 0.3291 0.4356 0.2881 0.2168 4.2690 3.5059 Max Flow
0706o 0.0490 0.0000 0.1271 0.0202 0.0200 5.0206 4.5426 Max Flow
0706u 0.0875 0.2580 0.2387 0.2304 0.1853 5.0027 4.5058 Max Flow
0604o 0.2315 0.0000 1.6974 0.0547 0.0429 4.5435 2.8429 Max Flow
0604u 0.3078 0.5239 1.7322 0.9983 0.3036 4.5004 2.2418 Max Flow
0504o 0.0100 0.0000 1.5051 0.0057 0.0049 4.3087 2.8049 Max Flow
0504u 0.1332 0.5799 1.1643 0.2730 0.2154 4.3054 2.5589 Max Flow
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0403u 1.1128 0.7153 0.1874 0.6436 0.4088 2.7026 1.7751 Max Flow
0302o 0.0066 0.0000 0.0236 0.0023 0.0130 1.8366 1.8123 Max Flow
0302u 0.6782 0.0518 0.0020 0.2751 0.1662 1.8366 1.7830 Max Flow
14a14bo 0.2248 0.0000 0.0977 0.0557 0.0529 3.0437 2.5920 Max Flow
14a14bu 0.1366 0.4165 0.1945 0.2752 0.2459 2.8915 2.2767 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 262.6667 91.5000 5.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 136.0000 216.8333 7.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.1667 353.1667 6.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 23.8333 329.5000 6.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 96.3333 263.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 348.1667 11.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 1.6667 286.6667 71.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 335.5000 0.0000 5.1667 0.0000 18.1667 0.0000 None
2524 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 326.6667 0.5000 0.0000 16.3333 15.3333 0.0000 None
L575 301.0000 58.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 103.0000 252.6667 4.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 34.3333 325.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.5000 0.6667 299.6667 22.6667 0.0000 16.5000 20.0000 0.0000 None
1615 0.6667 246.0000 1.8333 9.8333 39.5000 0.0000 62.1667 0.0000 None
1614A 0.0000 298.3333 0.0000 32.6667 24.6667 4.3333 0.0000 0.0000 None
4514B 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 278.0000 81.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 260.1667 99.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 4.1667 256.1667 99.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 349.6667 10.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.3333 359.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 3.8333 356.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 341.1667 0.8333 0.0000 6.6667 10.1667 0.0000 None
0811 2.0000 4.1667 353.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 279.8333 47.5000 0.0000 20.6667 0.0000 12.0000 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 264.3333 95.3333 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 243.8333 109.6667 6.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 2.0000 357.5000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 3.8333 356.0000 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 0.5000 0.6667 310.1667 4.6667 0.0000 28.0000 16.0000 0.0000 None
4645o 0.0000 3.5000 356.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 306.6667 1.0000 0.0000 50.1667 1.0000 0.0000 None
3836o 0.0000 354.1667 5.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635o 10.0000 15.0000 335.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217o 0.3333 5.6667 354.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 285.8333 55.0000 0.1667 0.0000 19.0000 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019u 0.0000 1.0000 359.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 2.5000 15.5000 342.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 2.0000 291.8333 2.3333 8.1667 16.0000 39.6667 0.0000 None
1009o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.6667 0.5000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 7.5000 352.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 338.0000 0.5000 0.0000 18.8333 1.5000 0.0000 None
0604o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.3333 0.8333 342.1667 0.0000 0.0000 0.0000 16.6667 0.0000 None
0302o 3.0000 4.6667 352.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 206.1667 136.3333 0.0000 13.6667 2.6667 0.0000 None
14a14bo 0.5000 4.3333 355.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14a14bu 0.0000 0.0000 302.8333 6.5000 0.0000 47.8333 2.8333 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 348.7500 355.8333 7.0833 0.0000
5047 21.0556 21.0556 1.3750 0.0000
5114b 12.3333 12.3333 288.6667 0.0000
4342 350.8333 357.4583 6.6250 0.0000
3736 43.9792 45.5625 153.0208 0.0000
3534 340.6250 340.6667 0.0000 0.0000
3422 13.5000 13.5278 288.4583 0.0000
3130 34.4028 35.9028 186.8750 0.0000
3024 0.0000 0.0000 313.3542 0.0000
3036 0.0000 8.1944 0.0000 0.0000
2827 0.0730 2.8647 56.2917 0.0000
2726 346.3889 346.3889 0.0000 0.0000
2629 47.6389 48.0278 0.0000 0.0000
2930 35.5000 36.2222 0.0000 0.0000
2725 0.0000 0.0000 331.3958 0.0000
2524 17.8750 19.1389 333.0833 0.0000
2422 308.7917 323.9306 73.3194 0.0000
L575 4.8611 4.8611 1.5833 0.0000
2117 5.4444 13.0556 293.7917 0.0000
1714B 0.0000 0.0000 0.0000 0.0000
1716 283.5972 296.9167 275.7500 0.0000
1615 224.2083 299.7917 0.1667 0.0000
1614A 0.1250 17.3333 0.0000 0.0000
4514B 28.6944 325.5000 306.0298 0.0000
4515 293.0000 296.0833 24.4167 0.0000
1502 2.5833 3.0417 52.0000 0.0000
14A13 297.7083 299.7083 0.0000 0.0000
1312 316.2778 327.1667 0.0000 0.0000
1211 344.7500 344.7917 0.0000 0.0000
1103 59.4861 72.8194 0.0000 0.0000
0912 336.5556 336.5556 0.0000 0.0000
0908 336.2639 340.6111 0.0833 0.0000
0811 333.8611 333.8611 0.0000 0.0000
0804 321.5000 337.2361 0.0000 0.0000
0201 8.3606 12.2897 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 47.9792 48.0278 0.0000 0.0000
4250 84.9583 84.9583 0.0000 0.0000
5338 354.0000 359.8333 5.8333 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 336.4722 336.7222 0.0000 0.0000
4746u 0.8750 291.3750 307.0417 0.0000
4645o 341.2222 341.2222 0.0000 0.0000
4645u 305.6667 305.7917 7.7083 0.0000
3836o 354.0417 354.0417 0.0000 0.0000
3635o 0.0000 0.0000 0.0000 0.0000
2217o 7.0278 328.7500 321.5833 0.0000
2217u 0.0000 0.0000 8.5556 0.0000
2019o 0.0000 0.0000 0.0000 0.0000
2019u 303.6667 350.8889 355.3056 0.0000
1918o 0.0000 0.0000 0.0000 0.0000
1918u 337.5556 337.7222 339.2500 0.0000
1817o 0.0000 320.9167 320.9167 0.0000
1817u 280.8333 324.1667 2.6667 0.0000
1009o 0.0000 0.0000 0.0000 0.0000
1009u 316.1111 344.3333 303.1389 0.0000
0706o 344.7222 344.7500 0.0000 0.0000
0706u 317.5139 335.9583 8.7639 0.0000
0604o 0.0833 0.0833 344.9792 0.0000
0604u 330.9167 333.7361 334.8194 0.0000
0504o 0.0000 0.0000 336.4167 0.0000
0504u 334.5139 334.6806 6.1250 0.0000
0403o 0.0000 0.0000 0.0000 0.0000
0403u 52.5000 90.3929 319.0278 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 210.7917 341.2778 0.0833 0.0000
14a14bo 14.7778 14.7778 319.8889 0.0000
14a14bu 295.6250 302.8333 0.4167 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 0.1439 0.1776 0.1439 0.0242 0.0329 0.0242 0.1679 0.1854 0.1679 11.0809 12.2352 11.0809 0.0235
5047 0.1302 0.4452 0.1302 0.0001 0.2611 0.0001 0.0006 0.5864 0.0006 0.0280 27.5620 0.0280 0.0598
5114b 0.0712 0.2433 0.0712 0.0000 0.0661 0.0000 0.0001 0.2716 0.0001 0.0064 13.5817 0.0064 0.0277
4342 0.1498 0.1900 0.1498 0.0261 0.0317 0.0261 0.1745 0.1671 0.1745 9.5977 9.1909 9.5977 0.0217
3736 0.0176 0.0816 0.0176 0.0014 0.0959 0.0014 0.0769 1.1762 0.0769 3.8472 58.8105 3.8472 0.2073
3534 0.0705 0.4501 0.0705 0.0000 0.2753 0.0000 0.0002 0.6116 0.0002 0.0024 6.1163 0.0024 0.0624
3422 0.0793 0.3728 0.0793 0.0000 0.2714 0.0000 0.0006 0.7279 0.0006 0.0221 29.1165 0.0221 0.0743
3130 0.0235 0.1105 0.0235 0.0000 0.1477 0.0000 0.0005 1.3360 0.0005 0.0250 73.4818 0.0250 0.0675
3036 0.0232 0.0878 0.0232 0.0062 0.1501 0.0062 0.2672 1.7100 0.2672 4.8098 30.7806 4.8098 0.2688
2827 0.0000 0.9789 0.0000 0.0000 0.1701 0.0000 0.0000 0.1738 0.0000 0.0000 8.6880 0.0000 0.0723
2726 0.0342 0.1395 0.0342 0.0000 0.2443 0.0000 0.0010 1.7507 0.0010 0.0098 17.5073 0.0098 0.0884
2629 0.0424 0.2980 0.0424 0.0001 0.2179 0.0001 0.0014 0.7310 0.0014 0.0640 32.8970 0.0640 0.1494
2930 0.0717 0.5667 0.0717 0.0005 0.4661 0.0005 0.0068 0.8224 0.0068 0.3263 39.4765 0.3263 0.1605
L575 0.0000 0.4612 0.0000 0.0000 0.2535 0.0000 0.0000 0.5496 0.0000 0.0000 32.9740 0.0000 0.1054
2117 0.0506 0.2678 0.0506 0.0000 0.1624 0.0000 0.0003 0.6063 0.0003 0.0032 6.0626 0.0032 0.0619
1714B 0.0534 0.2311 0.0534 0.0191 0.3053 0.0042 0.3573 1.3211 0.0784 10.0057 36.9895 2.1953 0.2213
4514B 0.0897 0.5985 0.0509 0.0184 0.4848 0.0003 0.2056 0.8101 0.0055 4.9347 19.4418 0.1316 0.1590
14A13 0.1322 0.4432 0.0000 0.0071 1.1444 0.0000 0.0534 2.5824 0.0000 0.5344 25.8242 0.0000 0.8625
1312 0.0000 0.4154 0.0000 0.0000 1.1490 0.0000 0.0000 2.7661 0.0000 0.0000 38.7248 0.0000 0.6039
1211 0.0000 0.2379 0.0000 0.0000 1.1258 0.0000 0.0000 4.7327 0.0000 0.0000 175.1112 0.0000 0.6766
1103 0.1144 0.3517 0.0000 0.0381 1.2436 0.0000 0.3329 3.5363 0.0000 11.6502 123.7709 0.0000 0.7460
0912 0.0011 0.0081 0.0011 0.0000 0.0092 0.0000 0.0007 1.1272 0.0007 0.0364 61.9972 0.0364 0.1150
0811 0.0278 0.2052 0.0278 0.0000 0.0670 0.0000 0.0001 0.3266 0.0001 0.0031 17.9651 0.0031 0.0333
0201 0.0744 1.1674 0.0715 0.0201 3.4698 0.0065 0.2701 2.9722 0.0915 2.7014 29.7217 0.9150 0.7335
5248 0.2570 0.3125 0.2570 0.0376 0.0618 0.0376 0.1462 0.1977 0.1462 8.4816 11.4660 8.4816 0.0248
4845 0.0792 0.2710 0.0792 0.0001 0.1994 0.0001 0.0009 0.7358 0.0009 0.0564 44.1456 0.0564 0.0751
4250 0.1377 0.1559 0.1377 0.0675 0.0462 0.0675 0.4901 0.2963 0.4901 28.4262 17.1828 28.4262 0.0346
5338 0.0681 0.0745 0.0681 0.0301 0.0303 0.0301 0.4417 0.4061 0.4417 34.4524 31.6763 34.4524 0.0456
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 0.7974 0.0000 0.0000 0.1714 0.0000 0.0000 0.2149 0.0000 0.0000 5.3724 0.0000 0.0794
4645o 0.0000 0.5245 0.0000 0.0000 0.1738 0.0000 0.0000 0.3315 0.0000 0.0000 10.9381 0.0000 0.0987
3836o 0.0217 0.0955 0.0217 0.0021 0.1230 0.0021 0.0964 1.2882 0.0964 3.8550 51.5285 3.8550 0.2173
3635o 0.2312 0.3928 0.3264 0.0405 0.1378 0.0831 0.1751 0.3507 0.2545 3.5024 7.0137 5.0905 0.0620
2217o 0.0000 0.7195 0.0000 0.0000 0.0997 0.0000 0.0000 0.1386 0.0000 0.0000 4.8508 0.0000 0.0902
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1817o 0.0845 0.5855 0.0845 0.0032 0.5103 0.0007 0.0380 0.8715 0.0083 0.8357 19.1726 0.1833 0.1665
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0706o 0.1073 0.2984 0.1073 0.0013 0.0465 0.0013 0.0116 0.1558 0.0116 0.3494 4.6729 0.3494 0.0312
0604o 0.3587 0.9971 0.3587 0.0080 0.2154 0.0080 0.0224 0.2161 0.0224 1.2772 12.3154 1.2772 0.0432
0504o 0.1015 0.2821 0.1015 0.0001 0.0099 0.0001 0.0006 0.0352 0.0006 0.0374 2.2162 0.0374 0.0070
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0302o 0.0701 0.0742 0.0701 0.0001 0.0062 0.0003 0.0009 0.0839 0.0044 0.0087 0.8393 0.0440 0.0105
14a14bo 0.0929 0.3048 0.0929 0.0022 0.2205 0.0022 0.0232 0.7236 0.0232 0.2319 7.2364 0.2319 0.0752
*========================================================*
| 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 0.2118 0.2886 0.2118 0.7121 0.09729 34.903 0.2118 0.2886 0.2118 0.7121 0.09729 34.903 0.0000 0.0000 0.0000 None
5047 .000763 2.5633 .000763 2.5648 0.08005 9.9199 .000763 2.5633 .000763 2.5648 0.08005 9.9199 0.0000 0.0000 0.0000 None
5114b .000098 0.7108 .000098 0.7110 0.09076 9.9092 .000098 0.7108 .000098 0.7110 0.09076 9.9092 0.0000 0.0000 0.0000 None
4342 0.1999 0.2427 0.1999 0.6425 0.09766 39.902 0.1999 0.2427 0.1999 0.6425 0.09766 39.902 0.0000 0.0000 0.0000 None
3736 0.2290 16.184 0.2290 16.642 1.2126 13.787 0.2290 16.184 0.2290 16.642 1.2126 13.787 0.0000 0.0000 0.0000 None
3534 .000171 2.7496 .000171 2.7499 0.09220 9.9078 .000171 2.7496 .000171 2.7499 0.09220 9.9078 0.0000 0.0000 0.0000 None
3422 .000461 2.8583 .000461 2.8592 0.08514 9.9149 .000461 2.8583 .000461 2.8592 0.08514 9.9149 0.0000 0.0000 0.0000 None
3130 .000458 6.3268 .000458 6.3277 0.08650 19.913 .000458 6.3268 .000458 6.3277 0.08650 19.913 0.0000 0.0000 0.0000 None
3036 1.2261 29.712 1.2261 32.164 1.7503 18.250 1.2261 29.712 1.2261 32.164 1.7503 18.250 0.0000 0.0000 0.0000 None
2827 0.0000 0.9401 0.0000 0.9401 3.5483 11.452 0.0000 0.9401 0.0000 0.9401 3.5483 11.452 0.0000 0.0000 0.0000 None
2726 .002376 17.374 .002376 17.378 0.07789 19.922 .002376 17.374 .002376 17.378 0.07789 19.922 0.0000 0.0000 0.0000 None
2629 .001139 4.1190 .001139 4.1213 5.5973 14.403 .001139 4.1190 .001139 4.1213 5.5973 14.403 0.0000 0.0000 0.0000 None
2930 .009173 8.7718 .009173 8.7901 5.2382 14.762 .009173 8.7718 .009173 8.7901 5.2382 14.762 0.0000 0.0000 0.0000 None
L575 0.0000 1.7161 0.0000 1.7161 4.7843 15.216 0.0000 1.7161 0.0000 1.7161 4.7843 15.216 0.0000 0.0000 0.0000 None
2117 .000472 4.7415 .000472 4.7425 0.08969 9.9103 .000472 4.7415 .000472 4.7425 0.08969 9.9103 0.0000 0.0000 0.0000 None
1714B 1.2075 19.325 0.2648 20.798 2.1144 21.028 1.2075 19.325 0.2648 20.798 2.1144 21.028 0.0000 0.0000 0.0000 None
4514B 0.3254 8.5533 .004924 8.8836 0.09471 19.676 0.3254 8.5533 .004924 8.8836 0.09471 19.676 0.0000 0.0000 0.0000 None
14A13 0.06870 11.127 0.0000 11.196 10.844 18.264 0.06870 11.127 0.0000 11.196 10.844 18.264 0.0000 0.0000 0.0000 None
1312 0.0000 9.9535 0.0000 9.9535 16.175 25.226 0.0000 9.9535 0.0000 9.9535 16.175 25.226 0.0000 0.0000 0.0000 None
1211 0.0000 17.206 0.0000 17.206 12.901 28.157 0.0000 17.206 0.0000 17.206 12.901 28.157 0.0000 0.0000 0.0000 None
1103 0.5268 17.202 0.0000 17.729 24.015 36.591 0.5268 17.202 0.0000 17.729 24.015 36.591 0.0000 0.0000 0.0000 None
0912 .000470 5.9245 .000470 5.9255 0.08850 9.9115 .000470 5.9245 .000470 5.9255 0.08850 9.9115 0.0000 0.0000 0.0000 None
0811 .000017 0.7518 .000017 0.7518 0.09667 9.9033 .000017 0.7518 .000017 0.7518 0.09667 9.9033 0.0000 0.0000 0.0000 None
0201 0.2659 45.907 0.08662 46.259 24.539 36.804 0.2659 45.907 0.08662 46.259 24.539 36.804 0.0000 0.0000 0.0000 None
5248 0.1954 0.3212 0.1954 0.7121 0.09705 29.903 0.1954 0.3212 0.1954 0.7121 0.09705 29.903 0.0000 0.0000 0.0000 None
4845 .001397 3.7412 .001397 3.7440 0.07497 9.9250 .001397 3.7412 .001397 3.7440 0.07497 9.9250 0.0000 0.0000 0.0000 None
4250 0.9212 0.6303 0.9212 2.4727 0.09507 49.905 0.9212 0.6303 0.9212 2.4727 0.09507 49.905 0.0000 0.0000 0.0000 None
5338 1.0606 1.0662 1.0606 3.1874 0.09288 34.907 1.0606 1.0662 1.0606 3.1874 0.09288 34.907 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 0.0000 0.0000 10.000 10.000 0.0000 0.0000 0.0000 0.0000 10.000 10.000 0.0000 0.0000 0.0000 None
4746o 0.0000 1.2381 0.0000 1.2381 10.943 19.057 0.0000 1.2381 0.0000 1.2381 10.943 19.057 0.0000 0.0000 0.0000 None
4645o 0.0000 2.2064 0.0000 2.2064 10.930 19.070 0.0000 2.2064 0.0000 2.2064 10.930 19.070 0.0000 0.0000 0.0000 None
3836o 0.3148 18.531 0.3148 19.161 3.4078 16.592 0.3148 18.531 0.3148 19.161 3.4078 16.592 0.0000 0.0000 0.0000 None
3635o 0.2942 1.0010 0.6036 1.8988 14.995 41.800 0.2942 1.0010 0.6036 1.8988 14.995 41.800 0.0000 0.0000 0.0000 None
2217o 0.0000 0.8692 0.0000 0.8692 10.936 14.008 0.0000 0.8692 0.0000 0.8692 10.936 14.008 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
1918o 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 None
1817o 0.06080 9.6610 0.01333 9.7352 8.0356 19.728 0.06080 9.6610 0.01333 9.7352 8.0356 19.728 0.0000 0.0000 0.0000 None
1009o 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 None
0706o 0.02074 0.7711 0.02074 0.8126 1.7523 8.2477 0.02074 0.7711 0.02074 0.8126 1.7523 8.2477 0.0000 0.0000 0.0000 None
0604o 0.04963 1.3303 0.04963 1.4296 1.4629 8.5371 0.04963 1.3303 0.04963 1.4296 1.4629 8.5371 0.0000 0.0000 0.0000 None
0504o .000392 0.06458 .000392 0.06537 2.3311 7.6689 .000392 0.06458 .000392 0.06537 2.3311 7.6689 0.0000 0.0000 0.0000 None
0403o 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
0302o .001310 0.1341 .006646 0.1420 28.834 37.839 .001310 0.1341 .006646 0.1420 28.834 37.839 0.0000 0.0000 0.0000 None
14a14bo 0.02564 2.6245 0.02564 2.6758 16.954 39.046 0.02564 2.6245 0.02564 2.6758 16.954 39.046 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 8.9205 7.0277 66.0000 17.5000 17.4027 17.4027 5.0000 17.4027 17.4027 5.0000 34.8054 34.8054
5047 5.7470 4.6759 47.0000 9.9000 9.8199 9.8199 9.8000 0.0199 0.0199 0.0000 9.8399 9.8399
5114b 4.8181 3.0437 50.0000 9.9000 9.8092 9.8092 9.8000 0.0092 0.0092 0.0000 9.8185 9.8185
4342 9.2193 7.3247 55.0000 20.0000 19.9023 19.9023 5.0000 19.9023 19.9023 5.0000 39.8047 39.8047
3736 7.0599 5.8331 50.0000 11.4000 10.1874 10.1874 7.9000 2.3874 2.3874 0.1000 12.5748 12.5748
3534 4.2652 4.1611 10.0000 9.9000 9.8078 9.8078 9.8000 0.0078 0.0078 0.0000 9.8156 9.8156
3422 4.1611 3.4907 40.0000 9.9000 9.8149 9.8149 9.8000 0.0149 0.0149 0.0000 9.8297 9.8297
3130 7.5198 5.8331 55.0000 19.9000 19.8135 19.8135 19.8000 0.0135 0.0135 0.0000 19.8270 19.8270
3036 5.8331 5.8330 18.0000 14.0000 12.2497 12.2497 8.1000 4.2497 4.2497 0.1000 16.4994 16.4994
2827 8.3727 6.7719 50.0000 11.4000 7.8517 7.8517 7.9000 0.0517 0.0517 0.1000 7.9033 7.9033
2726 6.7222 6.6716 10.0000 19.9000 19.8221 19.8221 19.8000 0.0221 0.0221 0.0000 19.8442 19.8442
2629 6.6716 6.5185 45.0000 14.0000 8.4027 8.4027 8.1000 0.4027 0.4027 0.1000 8.8055 8.8055
2930 6.5185 5.8331 48.0000 14.0000 8.7618 8.7618 8.1000 0.7618 0.7618 0.1000 9.5237 9.5237
L575 4.8177 3.4907 60.0000 10.0000 5.2157 5.2157 9.9000 5.2157 5.2157 9.9000 10.4314 10.4314
2117 3.0423 3.0381 10.0000 9.9000 9.8103 9.8103 9.8000 0.0103 0.0103 0.0000 9.8206 9.8206
1714B 3.0381 3.0437 28.0000 19.0000 16.8856 16.8856 8.1000 2.0276 2.0276 0.1000 18.9132 18.9132
4514B 3.6148 3.0437 24.0000 19.0000 18.9053 18.9053 8.1000 0.6763 0.6763 0.1000 19.5816 19.5816
14A13 2.4663 2.5938 10.0000 13.6000 2.7559 2.7559 1.6000 4.6642 4.6642 6.4000 7.4201 7.4201
1312 2.4663 2.2832 14.0000 19.0000 2.8252 2.8252 3.1000 6.2260 6.2260 6.6000 9.0513 9.0513
1211 2.2832 2.1027 37.0000 16.9000 3.9987 3.9987 5.5000 11.2575 11.2575 13.6000 15.2562 15.2562
1103 2.1027 1.8366 35.0000 33.1000 9.0850 9.0850 3.8000 3.4914 3.4914 3.9000 12.5764 12.5764
0912 3.5070 2.2832 55.0000 9.9000 9.8115 9.8115 9.8000 0.0115 0.0115 0.0000 9.8230 9.8230
0811 3.0265 2.1027 55.0000 9.9000 9.8033 9.8033 9.8000 0.0033 0.0033 0.0000 9.8067 9.8067
0201 1.7830 1.6642 10.0000 33.1000 8.5611 8.5611 3.8000 3.7036 3.7036 2.0000 12.2647 12.2647
5248 7.0277 4.8209 58.0000 15.0000 14.9030 14.9030 5.0000 14.9030 14.9030 5.0000 29.8059 29.8059
4845 4.6430 3.6148 60.0000 9.9000 9.8250 9.8250 9.8000 0.0250 0.0250 0.0000 9.8501 9.8501
4250 7.3247 5.7470 58.0000 25.0000 24.9049 24.9049 5.0000 24.9049 24.9049 5.0000 49.8099 49.8099
5338 8.5208 6.0785 78.0000 17.5000 17.4071 17.4071 5.0000 17.4071 17.4071 5.0000 34.8142 34.8142
3851 6.0785 4.8181 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.6759 4.0833 25.0000 19.0000 8.0567 8.0567 8.1000 0.0567 0.0567 0.1000 8.1135 8.1135
4645o 4.0833 3.6148 33.0000 19.0000 8.0705 8.0705 8.1000 0.0705 0.0705 0.1000 8.1410 8.1410
3836o 6.0785 5.8330 40.0000 14.0000 10.5922 10.5922 8.1000 2.5922 2.5922 0.1000 13.1843 13.1843
3635o 5.8330 5.2608 20.0000 19.6000 4.6051 4.6051 5.2000 22.2005 22.2005 6.5000 26.8056 26.8056
2217o 3.4907 3.0397 35.0000 11.0000 0.0644 0.0644 0.1000 3.0076 3.0076 4.0000 3.0721 3.0721
2019o 5.1991 5.1991 30.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
1918o 5.1989 3.1867 110.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
1817o 3.1867 3.0837 22.0000 19.0000 10.9644 10.9644 8.1000 0.7285 0.7285 0.1000 11.6929 11.6929
1009o 4.2713 3.5070 50.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0706o 5.0206 4.5435 30.0000 7.5000 5.7477 5.7477 5.0000 0.7477 0.7477 0.0000 6.4953 6.4953
0604o 4.5435 2.8429 57.0000 7.5000 6.0371 6.0371 5.0000 1.0371 1.0371 0.0000 7.0742 7.0742
0504o 4.3088 2.8049 63.0000 7.5000 5.1689 5.1689 5.0000 0.1689 0.1689 0.0000 5.3377 5.3377
0403o 1.8366 1.8366 20.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0302o 1.8366 1.8123 10.0000 37.0000 8.1657 8.1657 8.0000 0.8393 0.8393 0.0000 9.0050 9.0050
14a14bo 3.0437 2.5938 10.0000 28.0000 11.0456 11.0456 8.0000 11.0456 11.0456 8.0000 22.0911 22.0911
*=========================================================*
| 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 0.0812 131.8263 0.1576 0.5064 ## N54 8.9000 8.9205
5047 0.2612 507.5777 0.4794 1.9317 ## N53 8.5000 8.5208
5114b 0.0661 85.4466 0.3699 0.3314 ## N52 7.0000 7.0277
4342 0.0840 128.8572 0.1827 0.3735 ## N38 5.0000 6.0785
3736 0.0986 137.2268 0.7359 12.0243 ## N51 3.8000 4.8181
3534 0.2753 200.0402 0.4520 3.7227 ## N48 3.6000 4.6430
3422 0.2714 207.0037 0.3769 3.8222 ## N50 4.7000 5.7470
3130 0.1477 198.8391 0.3551 5.0923 ## N47 3.6000 4.6759
3024 0.4522 1397.7151 2.9531 7.4383 ## N46 3.0000 4.0833
3036 -0.1625 -347.7588 -0.1846 39.2238 ## N45 2.5000 3.6148
2827 0.1701 234.5105 0.9675 0.3948 ## N43 9.2000 9.2193
2726 0.2443 103.1951 0.1435 14.1900 ## N42 7.3000 7.3247
2629 0.2180 148.6770 0.2967 31.4586 ## N37 7.0000 7.0599
2930 0.4671 537.9560 0.8369 10.7521 ## N36 4.4700 5.8330
2725 0.2598 547.1885 2.3722 3.3387 ## N35 3.2000 4.2652
2524 0.2558 543.6746 2.4505 5.4083 ## N34 4.1000 4.1611
2422 0.6520 1946.8588 2.2984 11.2326 ## N31 7.5000 7.5198
L575 0.2535 360.7988 0.4602 2.1452 ## N30 4.2000 5.8331
2117 0.1624 202.1719 0.4214 6.1529 ## N29 6.4000 6.5185
1714B -0.3286 -329.2948 -0.3154 47.1159 ## N28 8.3000 8.3727
1716 2.0322 4738.1885 2.3102 26.0772 ## N27 5.3500 6.7222
1615 1.2021 3417.6075 2.7062 12.4757 ## N26 6.5000 6.6716
1614A 0.8338 1323.2493 1.8802 4.6314 ## N25 4.8700 5.6504
4514B 0.5036 653.1724 0.9537 7.2748 ## N24 2.5900 4.0744
4515 0.1780 682.3912 2.4918 1.9530 ## N23 4.7000 4.8177
1502 1.3564 4102.6253 2.6804 46.6728 ## N22 1.8600 3.4907
14A13 -1.1515 -1745.0396 -0.4353 24.0301 ## N21 2.0000 3.0423
1312 1.1490 1748.8342 0.4192 38.7492 ## N20 6.0000 6.7773
1211 1.1258 1749.5097 0.2646 177.7564 ## N19 4.5000 5.1991
1103 1.2817 2235.0405 0.3861 135.6888 ## N18 1.9000 3.1867
0912 0.0092 1.0194 0.0084 9.6519 ## N17 1.7500 3.0381
0908 0.1336 210.4719 1.1964 5.6010 ## N16 1.3400 3.0386
0811 0.0670 10.2214 0.2607 1.9031 ## N15 1.2100 2.3053
0804 0.2383 398.7469 1.4891 8.2183 ## N14B 1.8000 3.0437
0201 3.4964 8355.4478 1.3673 33.4768 ## N14A 1.6000 2.5938
5248 0.1369 272.8119 0.2814 0.2588 ## N13 1.8600 2.4663
4845 0.1996 393.8477 0.3062 4.6581 ## N12 1.6800 2.2832
4250 0.1812 312.6931 0.1436 2.1976 ## N11 1.3400 2.1027
5338 0.0904 147.4900 0.2853 3.0265 ## N10 3.6000 4.2713
3851 0.0000 0.0000 0.0000 0.0398 ## N9 2.5000 3.5070
4746o 0.1714 134.7248 0.8211 0.7522 ## N8 2.0000 3.0265
4746u 0.1016 597.0134 1.4200 2.4032 ## N7 4.0000 5.0206
4645o 0.1738 142.1542 0.5249 2.5579 ## N6 3.5000 4.5435
4645u 0.0990 590.6478 1.3779 3.2472 ## N5 3.3000 4.3088
3836o 0.1272 336.3611 0.1086 35.1924 ## N4 1.7000 2.7029
3635o 0.2613 156.9993 0.4392 1.2624 ## N3 1.1000 1.8366
2217o 0.0997 47.1049 0.7109 0.9777 ## N2 1.0500 1.7830
2217u 0.9992 2600.6060 2.2500 16.2040 ## N1 0.9300 1.6642
2019o 0.0000 0.0000 0.0000 0.0000 ##
2019u 0.3891 643.7785 2.4736 2.2288 ##
1918o 0.0000 0.0000 0.0000 2.7279 ##
1918u 0.7269 1154.5546 2.5397 15.6385 ##
1817o 0.5142 291.5777 0.5573 19.3115 ##
1817u 0.6090 1185.4358 2.1450 6.5148 ##
1009o 0.0000 0.0000 0.0000 0.0040 ##
1009u 0.1531 210.3114 1.6200 5.1409 ##
0706o 0.0490 13.0677 0.2753 0.4732 ##
0706u 0.0875 178.1097 1.2203 2.1541 ##
0604o 0.2315 88.2401 0.8850 0.3763 ##
0604u 0.3078 709.9234 2.7675 3.5455 ##
0504o 0.0100 1.2074 0.2701 0.0074 ##
0504u 0.1332 202.2632 1.8599 2.8331 ##
0403o 0.0000 0.0000 0.0000 0.0000 ##
0403u 1.1131 1803.3800 2.5782 9.0139 ##
0302o 0.0066 1.4877 0.0735 0.1709 ##
0302u 0.6793 4048.3302 0.7229 26.8128 ##
14a14bo 0.2248 105.0328 0.3266 1.5054 ##
14a14bu 0.1366 315.6309 1.9078 0.7173 ##
FREE # 1 3.5037 8356.4153 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 0.0812 131.8263
N50 N47 0.2612 507.5777
N51 N14B 0.0661 85.4466
N43 N42 0.0840 128.8572
N37 N30 0.0986 137.2268
N35 N34 0.2753 200.0402
N34 N22 0.2714 207.0037
N31 N30 0.1477 198.8391
N30 N24 0.4522 1397.7151
N30 N36 -0.1625 -347.7588
N28 N27 0.1701 234.5105
N27 N26 0.2443 103.1951
N26 N29 0.2180 148.6770
N29 N30 0.4671 537.9560
N27 N25 0.2598 547.1885
N25 N24 0.2558 543.6746
N24 N22 0.6520 1946.8588
N23 N22 0.2535 360.7988
N21 N17 0.1624 202.1719
N17 N14B -0.3286 -329.2948
N17 N16 2.0322 4738.1885
N16 N15 1.2021 3417.6075
N16 N14A 0.8338 1323.2493
N45 N14B 0.5036 653.1724
N45 N15 0.1780 682.3912
N15 N2 1.3564 4102.6253
N13 N14A 1.1515 1745.0396
N13 N12 1.1490 1748.8342
N12 N11 1.1258 1749.5097
N11 N3 1.2817 2235.0405
N9 N12 0.0092 1.0194
N9 N8 0.1336 210.4719
N8 N11 0.0670 10.2214
N8 N4 0.2383 398.7469
N2 N1 3.4964 8355.4478
N52 N48 0.1369 272.8119
N48 N45 0.1996 393.8477
N42 N50 0.1812 312.6931
N53 N38 0.0904 147.4900
N47 N46 0.3735 731.7381
N46 N45 0.3715 732.8020
N38 N36 0.1272 336.3611
N36 N35 0.2613 156.9993
N22 N17 1.0341 2647.7109
N20 N19 0.3891 643.7785
N19 N18 0.7269 1154.5546
N18 N17 0.8957 The text continues on section 5.