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e50y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:23.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 8 line(s) and found 5 items(s) from your cfg file.
Input File : C:\XPS\eagill\existing.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\Eagle\Flows.int
Input File to Layer # 2 C:\XPS\Eagle\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
$minlen=10.0 10.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 70
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 69
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 69
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 649
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 44
Number of Storage junctions in Extran (NVSE)........ 0
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 0
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 70
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 70
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
EAGLE DRIVE TEWANTIN
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 9.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 5
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 63.7500 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 1788 540 N54#2 1760 540 N52#1 2000 540
N52#2 3676 1080 N48#1 2000 540 N48#2 1764 540
N43#1 1768 540 N43#2 1764 540 N42#1 2008 540
N42#2 1760 540 N50#1 2008 540 N50#2 1764 540
N47#1 1788 540 N47#2 3540 1080 N45#1 1792 540
N45#2 3540 1080 N53#1 1700 540 N53#2 1764 540
N38#1 1776 540 N38#2 1760 540 N37#1 1776 540
N37#2 3556 1080 N31#1 1776 540 N31#2 3556 1080
N28#1 1776 540 N28#2 3556 1080 N27#1 1768 540
N27#2 3536 1080 N35#1 1784 540 N35#2 1788 540
N23#1 1772 540 N23#2 3564 1080 N22#1 1772 540
N22#2 1768 540 N21#1 1768 540 N21#2 3552 1080
N20#1 1752 540 N20#2 1708 540 N19#1 1780 540
N19#2 3524 1080 N18#1 1764 540 N18#2 3540 1080
N17#1 1780 540 N17#2 3632 1080 N10#1 1776 540
N10#2 1760 540 N8#1 1772 540 N8#2 1756 540
N7#1 1772 540 N7#2 1756 540 N6#1 1760 540
N6#2 1740 540 N5#1 1772 540 N5#2 1760 540
N4#1 1772 540 N4#2 1756 540 N11#1 1740 540
N11#2 3580 1080 N2#1 1768 540 N2#2 3544 1080
N26#1 1768 540 N26#2 1748 540 N29#1 1780 540
N29#2 3540 1080 N30#1 1780 540 N30#2 3560 1080
N36#1 1776 540 N36#2 3556 1080 N51#1 2000 540
N51#2 1768 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 63.7500 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 8.553337E+03 63.750
Total Infiltration 6.133922E+01 0.457
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 8.501089E+03 63.361
Total Water remaining in Surface Storage 3.369025E+00 0.025
Infiltration over the Pervious Area... 6.133922E+01 0.801
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 8.565797E+03 63.843
Total Precipitation + Initial Storage. 8.553337E+03 63.750
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............... -0.1457
****************************************************
* 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.............. 8.501089E+03 63.361
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.................. 8.470722E+03 63.134
Initial Storage + Inflow.................... 8.501089E+03 63.361
Final Storage + Outflow + Diverted GW....... 8.470722E+03 63.134
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.3585
##################################################
# 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).... 63.75000 63.75000 63.75000 63.75000 63.75000 63.75000
Max Intensity (mm/hr).. 262.50000 262.50000 262.50000 262.50000 262.50000 262.50000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 63.00612 0.00000 63.01422 0.00000 63.01528
Total Losses (mm)...... 0.00000 0.72333 0.00000 0.71863 0.00000 0.71798
Remaining Depth (mm)... 0.00000 0.02055 0.00000 0.01715 0.00000 0.01674
Peak Runoff Rate (cms). 0.00000 0.14715 0.00000 0.14270 0.00000 0.13665
Total Impervious Area
---------------------
Total Runoff Depth (mm) 63.96045 0.00000 63.76478 64.04818 63.76499 0.00000
Peak Runoff Rate (cms). 0.00073 0.00000 0.00073 0.01470 0.00073 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 63.96045 0.00000 63.76478 64.04818 63.76499 0.00000
Peak Runoff Rate (cms). 0.00073 0.00002 0.00073 0.01470 0.00073 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 63.96045 63.00612 63.76478 63.10727 63.76499 63.01528
Peak Runoff Rate (cms). 0.00073 0.14715 0.00073 0.15740 0.00073 0.13665
Unit Runoff (mm/hr).... 264.64828 251.95684 264.68697 255.07117 264.68698 254.37964
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).... 63.75000 63.75000 63.75000 63.75000 63.75000 63.75000
Max Intensity (mm/hr).. 262.50000 262.50000 262.50000 262.50000 262.50000 262.50000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 63.02088 0.00000 63.00208 0.00000 63.01247
Total Losses (mm)...... 0.00000 0.71441 0.00000 0.72551 0.00000 0.71968
Remaining Depth (mm)... 0.00000 0.01471 0.00000 0.02241 0.00000 0.01785
Peak Runoff Rate (cms). 0.00000 0.14649 0.00000 0.19964 0.00000 0.21175
Total Impervious Area
---------------------
Total Runoff Depth (mm) 63.82805 0.00000 63.76460 0.00000 63.78092 0.00000
Peak Runoff Rate (cms). 0.00071 0.00000 0.00073 0.00000 0.00073 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 63.82805 0.00000 63.76460 0.00000 63.78092 0.00000
Peak Runoff Rate (cms). 0.00071 0.00002 0.00073 0.00002 0.00073 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 63.82805 63.02088 63.76460 63.00208 63.78092 63.01247
Peak Runoff Rate (cms). 0.00071 0.14649 0.00073 0.19964 0.00073 0.21175
Unit Runoff (mm/hr).... 258.79779 255.65079 264.81173 250.75592 265.20116 253.68131
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).... 63.75000 63.75000 63.75000 63.75000 63.75000 63.75000
Max Intensity (mm/hr).. 262.50000 262.50000 262.50000 262.50000 262.50000 262.50000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 62.96749 0.00000 62.97687 0.00000 63.01931
Total Losses (mm)...... 0.00000 0.74004 0.00000 0.73674 0.00000 0.71543
Remaining Depth (mm)... 0.00000 0.04248 0.00000 0.03639 0.00000 0.01526
Peak Runoff Rate (cms). 0.00000 0.17739 0.00000 0.16603 0.00000 0.16388
Total Impervious Area
---------------------
Total Runoff Depth (mm) 63.98642 63.93973 63.99656 63.94924 63.62646 0.00000
Peak Runoff Rate (cms). 0.02625 0.04330 0.02406 0.03989 0.00051 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 63.98642 63.93973 63.99656 63.94924 63.62646 0.00000
Peak Runoff Rate (cms). 0.02625 0.04330 0.02406 0.03989 0.00051 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 63.98642 63.14249 63.99656 63.15190 63.62646 63.01931
Peak Runoff Rate (cms). 0.02625 0.22069 0.02406 0.20592 0.00051 0.16388
Unit Runoff (mm/hr).... 264.67676 242.75813 264.68137 245.88426 186.10388 255.31097
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).... 63.75000 63.75000 63.75000 63.75000 63.75000 63.75000
Max Intensity (mm/hr).. 262.50000 262.50000 262.50000 262.50000 262.50000 262.50000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 63.00001 0.00000 63.02718 0.00000 63.03010
Total Losses (mm)...... 0.00000 0.72658 0.00000 0.71014 0.00000 0.70807
Remaining Depth (mm)... 0.00000 0.02341 0.00000 0.01268 0.00000 0.01183
Peak Runoff Rate (cms). 0.00000 0.17225 0.00000 0.06440 0.00000 0.09778
Total Impervious Area
---------------------
Total Runoff Depth (mm) 63.85400 0.00000 63.86063 63.95300 63.86058 63.95733
Peak Runoff Rate (cms). 0.03106 0.00000 0.06513 0.02843 0.09552 0.04309
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 63.85400 0.00000 63.86063 63.95300 63.86058 63.95733
Peak Runoff Rate (cms). 0.03106 0.00088 0.06513 0.02843 0.09552 0.04309
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) 63.85400 63.00001 63.86063 63.30492 63.86058 63.30827
Peak Runoff Rate (cms). 0.03106 0.17225 0.06513 0.09283 0.09552 0.14087
Unit Runoff (mm/hr).... 262.18601 250.11320 262.69793 259.21512 262.69454 259.57634
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).... 63.75000 63.75000 63.75000 63.75000 63.75000 63.75000
Max Intensity (mm/hr).. 262.50000 262.50000 262.50000 262.50000 262.50000 262.50000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 63.02629 0.00000 62.98089 0.00000 63.13842
Total Losses (mm)...... 0.00000 0.71076 0.00000 0.73519 0.00000 0.61027
Remaining Depth (mm)... 0.00000 0.01295 0.00000 0.03392 0.00000 0.00131
Peak Runoff Rate (cms). 0.00000 0.12041 0.00000 0.20262 0.00000 0.01519
Total Impervious Area
---------------------
Total Runoff Depth (mm) 63.86117 63.97525 63.83605 63.87927 63.93554 0.00000
Peak Runoff Rate (cms). 0.11001 0.04138 0.14977 0.11821 0.03644 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 63.86117 63.97525 63.83605 63.87927 63.93554 0.00000
Peak Runoff Rate (cms). 0.11001 0.04138 0.14977 0.11821 0.03644 0.00103
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) 63.86117 63.26353 63.83605 63.29533 63.93554 63.13842
Peak Runoff Rate (cms). 0.11001 0.16178 0.14977 0.32083 0.03644 0.01519
Unit Runoff (mm/hr).... 262.73510 258.71474 260.12435 250.45483 264.56990 262.57402
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).... 63.75000 63.75000 63.75000 63.75000 63.75000 63.75000
Max Intensity (mm/hr).. 262.50000 262.50000 262.50000 262.50000 262.50000 262.50000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 63.07623 0.00000 63.02391 0.00000 63.04055
Total Losses (mm)...... 0.00000 0.66964 0.00000 0.71239 0.00000 0.70022
Remaining Depth (mm)... 0.00000 0.00413 0.00000 0.01370 0.00000 0.00923
Peak Runoff Rate (cms). 0.00000 0.19165 0.00000 0.15037 0.00000 0.10592
Total Impervious Area
---------------------
Total Runoff Depth (mm) 63.84412 63.92652 63.83710 0.00000 63.82805 63.88334
Peak Runoff Rate (cms). 0.00072 0.23686 0.00072 0.00000 0.00071 0.13190
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 63.84412 63.92652 63.83710 0.00000 63.82805 63.88334
Peak Runoff Rate (cms). 0.00072 0.23686 0.00072 0.00002 0.00071 0.13190
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) 63.84412 63.54389 63.83710 63.02391 63.82805 63.50408
Peak Runoff Rate (cms). 0.00072 0.42851 0.00072 0.15037 0.00071 0.23782
Unit Runoff (mm/hr).... 261.19042 263.19986 260.27704 256.27270 258.79779 261.60810
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).... 63.75000 63.75000 63.75000 63.75000 63.75000 63.75000
Max Intensity (mm/hr).. 262.50000 262.50000 262.50000 262.50000 262.50000 262.50000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 62.84350 0.00000 62.95514 0.00000 62.95636
Total Losses (mm)...... 0.00000 0.76249 0.00000 0.74381 0.00000 0.74347
Remaining Depth (mm)... 0.00000 0.14401 0.00000 0.05105 0.00000 0.05018
Peak Runoff Rate (cms). 0.00000 0.16363 0.00000 0.29468 0.00000 0.24871
Total Impervious Area
---------------------
Total Runoff Depth (mm) 63.76776 0.00000 63.87996 63.86032 63.82055 63.99273
Peak Runoff Rate (cms). 0.48114 0.00000 0.09007 0.17906 0.06379 0.03135
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 63.76776 0.00000 63.87996 63.86032 63.82055 63.99273
Peak Runoff Rate (cms). 0.48114 0.01362 0.09007 0.17906 0.06379 0.03135
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) 63.76776 62.84350 63.87996 63.27195 63.82055 63.06000
Peak Runoff Rate (cms). 0.48114 0.16363 0.09007 0.47374 0.06379 0.28007
Unit Runoff (mm/hr).... 239.58291 189.77035 263.68407 243.23892 257.27944 236.43102
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).... 63.75000 63.75000 63.75000 63.75000 63.75000 63.75000
Max Intensity (mm/hr).. 262.50000 262.50000 262.50000 262.50000 262.50000 262.50000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 62.99870 0.00000 62.99914 0.00000 62.98748
Total Losses (mm)...... 0.00000 0.72724 0.00000 0.72702 0.00000 0.73247
Remaining Depth (mm)... 0.00000 0.02406 0.00000 0.02384 0.00000 0.03005
Peak Runoff Rate (cms). 0.00000 0.06810 0.00000 0.07571 0.00000 0.06772
Total Impervious Area
---------------------
Total Runoff Depth (mm) 63.88661 64.03213 63.85405 0.00000 63.84590 0.00000
Peak Runoff Rate (cms). 0.01963 0.00802 0.16612 0.00000 0.15842 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 63.88661 64.03213 63.85405 0.00000 63.84590 0.00000
Peak Runoff Rate (cms). 0.01963 0.00802 0.16612 0.00470 0.15842 0.00449
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) 63.88661 63.10204 63.85405 62.99914 63.84590 62.98748
Peak Runoff Rate (cms). 0.01963 0.07612 0.16612 0.07571 0.15842 0.06772
Unit Runoff (mm/hr).... 263.89912 251.19264 262.18995 249.83601 261.39296 245.82375
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).... 63.75000 63.75000 63.75000 63.75000 63.75000 63.75000
Max Intensity (mm/hr).. 262.50000 262.50000 262.50000 262.50000 262.50000 262.50000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 62.98873 0.00000 62.92949 0.00000 62.99537
Total Losses (mm)...... 0.00000 0.73192 0.00000 0.75007 0.00000 0.72888
Remaining Depth (mm)... 0.00000 0.02934 0.00000 0.07044 0.00000 0.02575
Peak Runoff Rate (cms). 0.00000 0.06649 0.00000 0.18030 0.00000 0.07054
Total Impervious Area
---------------------
Total Runoff Depth (mm) 63.84355 0.00000 63.80458 0.00000 63.85017 0.00000
Peak Runoff Rate (cms). 0.15106 0.00000 0.47903 0.00000 0.16229 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 63.84355 0.00000 63.80458 0.00000 63.85017 0.00000
Peak Runoff Rate (cms). 0.15106 0.00428 0.47903 0.01356 0.16229 0.00460
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) 63.84355 62.98873 63.80458 62.92949 63.85017 62.99537
Peak Runoff Rate (cms). 0.15106 0.06649 0.47903 0.18030 0.16229 0.07054
Unit Runoff (mm/hr).... 261.12395 246.28094 253.11428 221.86436 261.83635 248.59826
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).... 63.75000 63.75000 63.75000 63.75000 63.75000 63.75000
Max Intensity (mm/hr).. 262.50000 262.50000 262.50000 262.50000 262.50000 262.50000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 62.98701 0.00000 62.96123 0.00000 62.96731
Total Losses (mm)...... 0.00000 0.73267 0.00000 0.74202 0.00000 0.74010
Remaining Depth (mm)... 0.00000 0.03032 0.00000 0.04674 0.00000 0.04260
Peak Runoff Rate (cms). 0.00000 0.13128 0.00000 0.47838 0.00000 0.19464
Total Impervious Area
---------------------
Total Runoff Depth (mm) 63.84292 0.00000 63.72961 64.01806 63.82805 64.00284
Peak Runoff Rate (cms). 0.32649 0.00000 0.00062 0.04678 0.00071 0.02406
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 63.84292 0.00000 63.72961 64.01806 63.82805 64.00284
Peak Runoff Rate (cms). 0.32649 0.00924 0.00062 0.04678 0.00071 0.02406
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) 63.84292 62.98701 63.72961 63.04578 63.82805 63.07086
Peak Runoff Rate (cms). 0.32649 0.13128 0.00062 0.52516 0.00071 0.21870
Unit Runoff (mm/hr).... 261.04795 245.65341 223.45190 237.70067 258.79779 240.57009
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).... 63.75000 63.75000 63.75000 63.75000 63.75000 63.75000
Max Intensity (mm/hr).. 262.50000 262.50000 262.50000 262.50000 262.50000 262.50000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 62.96537 0.00000 62.99690 0.00000 63.04367
Total Losses (mm)...... 0.00000 0.74073 0.00000 0.72813 0.00000 0.69776
Remaining Depth (mm)... 0.00000 0.04390 0.00000 0.02497 0.00000 0.00857
Peak Runoff Rate (cms). 0.00000 0.02286 0.00000 0.19901 0.00000 0.07770
Total Impervious Area
---------------------
Total Runoff Depth (mm) 63.82831 0.00000 63.87551 63.87293 63.88554 63.99155
Peak Runoff Rate (cms). 0.01640 0.00000 0.09582 0.15238 0.06687 0.02933
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 63.82831 0.00000 63.87551 63.87293 63.88554 63.99155
Peak Runoff Rate (cms). 0.01640 0.00046 0.09582 0.15238 0.06687 0.02933
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) 63.82831 62.96537 63.87551 63.36483 63.88554 63.29960
Peak Runoff Rate (cms). 0.01640 0.02286 0.09582 0.35139 0.06687 0.10703
Unit Runoff (mm/hr).... 258.84507 237.08742 263.51037 255.10877 263.86796 260.75388
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).... 63.75000 63.75000 63.75000 63.75000
Max Intensity (mm/hr).. 262.50000 262.50000 262.50000 262.50000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 63.02412 0.00000 63.02926
Total Losses (mm)...... 0.00000 0.71225 0.00000 0.70867
Remaining Depth (mm)... 0.00000 0.01363 0.00000 0.01207
Peak Runoff Rate (cms). 0.00000 0.08763 0.00000 0.10134
Total Impervious Area
---------------------
Total Runoff Depth (mm) 63.86245 63.96221 63.76396 0.00000
Peak Runoff Rate (cms). 0.07602 0.03346 0.00073 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 63.86245 63.96221 63.76396 0.00000
Peak Runoff Rate (cms). 0.07602 0.03346 0.00073 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 63.86245 63.27740 63.76396 63.02926
Peak Runoff Rate (cms). 0.07602 0.12109 0.00073 0.10134
Unit Runoff (mm/hr).... 262.82025 258.56515 264.68698 257.26207
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity See the original
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Full text of sections 2 to 4 (of 5)
Section 2
(mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
400.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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320.000 = =
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| ################## |
| # # |
| # # |
240.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| ################# # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
| # # |
160.000 = # # =
| # # |
| # # |
################## # |
# # |
# # |
# # |
# # |
# # |
# # |
80.000 # ################## =
# ################# |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE TEWANTIN
EXISTING CASE - 1 YEAR -
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 66.0 meters. Maximum Elevation : 8.59 meters.
Main Channel Length : 66.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 66.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 55.0 meters. Maximum Elevation : 8.19 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 7.62 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 15.0 Max Topwidth : 39.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 4.02E+01 m
" " : 0.045 Beyond Station 25.0 Max left bank area : 2.83 m^2
Max right bank area : 2.83 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.90 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 5248
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 5.72 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 10.0 Max Topwidth : 29.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.02E+01 m
" " : 0.045 Beyond Station 20.0 Max left bank area : 1.88 m^2
Max right bank area : 1.88 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4845
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4250
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 9.52 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 20.0 Max Topwidth : 49.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 5.02E+01 m
" " : 0.045 Beyond Station 30.0 Max left bank area : 3.78 m^2
Max right bank area : 3.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5338
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 78.0 meters. Maximum Elevation : 7.69 meters.
Main Channel Length : 78.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 78.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3851
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 42.0 meters. Maximum Elevation : 5.69 meters.
Main Channel Length : 42.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 42.0 meters. Maximum Section Area : 3.82 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 5.0 Max Topwidth : 19.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.02E+01 m
" " : 0.045 Beyond Station 15.0 Max left bank area : 0.93 m^2
Max right bank area : 0.93 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 20.0 meters. Maximum Elevation : 6.17 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 14.87 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.86 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 5.01 m^2
Max right bank area : 5.55 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.30 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14a14bo
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 66.0000 Natural 6.6692 0.0450 34.8760 0.2000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 4342 55.0000 Natural 7.6192 0.0450 39.8760 0.2000
5 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
6 3534 10.0000 Natural 3.9400 0.0350 9.9000 0.4000
7 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
8 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
9 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
10 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
11 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
12 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
13 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
14 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
15 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
16 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
17 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
18 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
19 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
20 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
21 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
22 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
23 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
24 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
25 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
26 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
27 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
28 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
29 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
30 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
31 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
32 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
33 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
34 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
35 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
36 5248 58.0000 Natural 5.7192 0.0450 29.8760 0.2000
37 4845 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
38 4250 58.0000 Natural 9.5192 0.0450 49.8760 0.2000
39 5338 78.0000 Natural 6.6692 0.0450 34.8760 0.2000
40 3851 42.0000 Natural 3.8192 0.0450 19.8760 0.2000
41 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
42 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
43 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
44 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
45 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
46 3635o 20.0000 Natural 14.8725 0.0350 41.8623 0.4000
47 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
48 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
49 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
50 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
51 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
52 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
53 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
54 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
55 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
56 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
57 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
58 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
59 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
60 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
61 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
62 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
63 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
64 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
65 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
66 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
67 14a14bo 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
68 14a14bu 10.0000 Circular 0.0707 0.0130 0.3000 0.3000
Total length of all conduits .... 2717.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5453 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4342 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5248 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4250 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5338 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14a14bu 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.10
5047 0.15
5114b 0.14
4342 0.12
3736 0.17
3534 0.99
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5248 0.12
4845 0.12
4250 0.12
5338 0.09
3851 0.16
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
3836o 0.19
3635o 0.47
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14a14bo 0.98
14a14bu 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.2518E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.1000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.7000 8.5000 0.0000 0.0000 100.0000
3 N52 10.0000 7.2000 7.0000 0.0000 0.0000 100.0000
4 N38 10.0000 6.4000 5.0000 0.0000 0.0000 100.0000
5 N51 10.0000 5.0000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
7 N50 10.0000 5.9000 4.7000 0.0000 0.0000 100.0000
8 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
9 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
10 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
11 N43 10.0000 9.4000 9.2000 0.0000 0.0000 100.0000
12 N42 10.0000 7.5000 7.3000 0.0000 0.0000 100.0000
13 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
14 N36 10.0000 6.1700 4.4700 0.0000 0.0000 100.0000
15 N35 10.0000 5.6000 3.2000 0.0000 0.0000 100.0000
16 N34 10.0000 4.5000 4.1000 0.0000 0.0000 100.0000
17 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
18 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
19 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
20 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
21 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
22 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
23 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
24 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
25 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
26 N22 10.0000 3.9000 1.8600 0.0000 0.0000 100.0000
27 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
28 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
29 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
30 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
31 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
32 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
33 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
34 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
35 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
36 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
37 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
38 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
39 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
40 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
41 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
42 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
43 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
44 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
45 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
46 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
47 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
48 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160933.7350 21464.0650 No Ponding Normal 0 0.0000
2 N53 -161132.8250 14803.0350 No Ponding Normal 0 0.0000
3 N52 -168049.5300 21557.1050 No Ponding Normal 0 0.0000
4 N38 -171342.0350 13776.1850 No Ponding Normal 0 0.0000
5 N51 -183391.7200 13671.2150 No Ponding Normal 0 0.0000
6 N48 -176025.4150 19815.8450 No Ponding Normal 0 0.0000
7 N50 -177291.3350 28776.7250 No Ponding Normal 0 0.0000
8 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
9 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
10 N45 -183781.4150 18191.7850 No Ponding Normal 0 0.0000
11 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
12 N42 -168854.7100 30176.4750 No Ponding Normal 0 0.0000
13 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
14 N36 -171002.6100 8477.4020 No Ponding Normal 0 0.0000
15 N35 -176413.7050 7885.9300 No Ponding Normal 0 0.0000
16 N34 -180869.7350 7741.9235 No Ponding Normal 0 0.0000
17 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
18 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
19 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
20 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
21 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
22 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
23 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
24 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
25 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
26 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
27 N21 -185150.2150 10420.6175 No Ponding Normal 0 0.0000
28 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
29 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
30 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
31 N17 -189367.5450 11390.8700 No Ponding Normal 0 0.0000
32 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
33 N15 -194635.3350 18302.1200 No Ponding Normal 0 0.0000
34 N14B -191784.3100 13315.6200 No Ponding Normal 0 0.0000
35 N14A -195516.3200 13900.7250 No Ponding Normal 0 0.0000
36 N13 -199544.1450 14155.5750 No Ponding Normal 0 0.0000
37 N12 -202640.9100 14379.8100 No Ponding Normal 0 0.0000
38 N11 -207024.4300 14873.4250 No Ponding Normal 0 0.0000
39 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
40 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
41 N8 -207636.5450 6126.5595 No Ponding Normal 0 0.0000
42 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
43 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
44 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
45 N4 -211049.3300 11314.7800 No Ponding Normal 0 0.0000
46 N3 -210711.3350 16862.2550 No Ponding Normal 0 0.0000
47 N2 -213577.0250 20559.9200 No Ponding Normal 0 0.0000
48 N1 -214633.7250 25034.5200 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N52 8.9000 7.0000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 5114b N51 N14B 4.8000 3.0000 No Design
4 4342 N43 N42 9.2000 7.3000 No Design
5 3736 N37 N30 7.0000 5.5200 No Design
6 3534 N35 N34 4.2000 4.1000 No Design
7 3422 N34 N22 4.1000 3.4000 No Design
8 3130 N31 N30 7.5000 5.7000 No Design
9 3024 N30 N24 4.2000 2.8600 No Design
10 3036 N30 N36 5.6200 5.5200 No Design
11 2827 N28 N27 8.3000 6.7000 No Design
12 2726 N27 N26 6.7000 6.5000 No Design
13 2629 N26 N29 6.5000 6.4000 No Design
14 2930 N29 N30 6.4000 5.6200 No Design
15 2725 N27 N25 5.3500 4.8700 No Design
16 2524 N25 N24 4.8700 2.8600 No Design
17 2422 N24 N22 2.5900 1.8600 No Design
18 L575 N23 N22 4.7000 3.4000 No Design
19 2117 N21 N17 3.0000 2.9500 No Design
20 1714B N17 N14B 2.8500 2.8000 No Design
21 1716 N17 N16 1.7500 1.3500 No Design
22 1615 N16 N15 1.3400 1.2100 No Design
23 1614A N16 N14A 1.6500 1.6000 No Design
24 4514B N45 N14B 3.5000 2.8500 No Design
25 4515 N45 N15 2.5000 1.2100 No Design
26 1502 N15 N2 1.2100 1.0500 No Design
27 14A13 N13 N14A 1.8600 1.6000 No Design
28 1312 N13 N12 1.8600 1.6800 No Design
29 1211 N12 N11 1.6800 1.3400 No Design
30 1103 N11 N3 1.3400 1.1000 No Design
31 0912 N9 N12 3.5000 2.0000 No Design
32 0908 N9 N8 2.5000 2.0000 No Design
33 0811 N8 N11 3.0000 2.0000 No Design
34 0804 N8 N4 2.0000 1.7000 No Design
35 0201 N2 N1 1.0500 0.9300 No Design
36 5248 N52 N48 7.0000 4.8000 No Design
37 4845 N48 N45 4.6000 3.5000 No Design
38 4250 N42 N50 7.3000 5.7000 No Design
39 5338 N53 N38 8.5000 6.0000 No Design
40 3851 N38 N51 6.1500 4.8000 No Design
41 4746o N47 N46 4.6000 4.0000 No Design
42 4746u N47 N46 3.6000 3.0000 No Design
43 4645o N46 N45 4.0000 3.5000 No Design
44 4645u N46 N45 3.0000 2.5000 No Design
45 3836o N38 N36 6.0000 5.5200 No Design
46 3635o N36 N35 5.7700 5.2000 No Design
47 2217o N22 N17 3.4000 2.9500 No Design
48 2217u N22 N17 1.8600 1.7500 No Design
49 2019o N20 N19 7.0000 6.0000 No Design
50 2019u N20 N19 6.0000 4.5000 No Design
51 1918o N19 N18 6.0000 3.0000 No Design
52 1918u N19 N18 4.5000 1.9000 No Design
53 1817o N18 N17 3.0000 2.9500 No Design
54 1817u N18 N17 1.9000 1.7500 No Design
55 1009o N10 N9 4.6000 3.5000 No Design
56 1009u N10 N9 3.6000 2.5000 No Design
57 0706o N7 N6 5.0000 4.5000 No Design
58 0706u N7 N6 4.0000 3.5000 No Design
59 0604o N6 N4 4.5000 2.8000 No Design
60 0604u N6 N4 3.5000 1.7000 No Design
61 0504o N5 N4 4.3000 2.8000 No Design
62 0504u N5 N4 3.3000 1.7000 No Design
63 0403o N4 N3 2.8000 2.0000 No Design
64 0403u N4 N3 1.7000 1.1000 No Design
65 0302o N3 N2 1.8200 1.8100 No Design
66 0302u N3 N2 1.1000 1.0500 No Design
67 14a14bo N14B N14A 2.9900 2.5000 No Design
68 14a14bu N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE TEWANTIN
EXISTING CASE
Title from immediately preceding computational layer
EAGLE DRIVE TEWANTIN
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 35
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.15
#################################################
# Element numbers of interface inlet locations: #
#################################################
N54 N52 N48 N43 N42 N50 N47
N45 N53 N38 N37 N31 N28 N27
N35 N23 N22 N21 N20 N19 N18
N17 N10 N8 N7 N6 N5 N4
N11 N2 N26 N29 N30 N36 N51
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file Section 3
was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 8.2971 0.0288
5047 2.8812 0.0234
5114b 3.5733 0.0360
4342 10.3858 0.0345
3736 14.9983 0.0296
3534 5.8173 0.0100
3422 6.0122 0.0175
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
5248 8.1651 0.0379
4845 2.5500 0.0183
4250 11.5986 0.0276
5338 8.7547 0.0321
3851 5.0145 0.0321
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
3836o 9.9729 0.0120
3635o 35.6736 0.0285
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14a14bo 75.9084 0.0490
14a14bu 0.1368 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 8.50 N52/ 0.00 / 7.00
N38/ 0.00 / 5.00 N51/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50/ 0.00 / 4.70 N47/ 0.00 / 3.60 N46/ 0.00 / 3.00
N45/ 0.00 / 2.50 N43/ 0.00 / 9.20 N42/ 0.00 / 7.30
N37/ 0.00 / 7.00 N36/ 0.00 / 4.47 N35/ 0.00 / 3.20
N34/ 0.00 / 4.10 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.00/ 7.00 5047/ 3.60/ 3.60 5114b/ 1.80/ 1.80
4342/ 7.30/ 7.30 3736/ 4.20/ 4.20 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 5248/ 3.60/ 3.60
4845/ 2.50/ 2.50 4250/ 4.70/ 4.70 5338/ 5.00/ 5.00
3851/ 3.80/ 3.80 4746o/ 3.00/ 3.00 4746u/ 3.00/ 3.00
4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50 3836o/ 4.47/ 4.47
3635o/ 3.20/ 3.20 2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75
2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90
1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75
1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50
0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70
0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10
0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 39.8923 50.0000 20.0000
N53 30.2246 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 1.3144 3.2861 0.0000
N51 1.6578 4.1445 10.0000
N48 1.5067 3.7667 10.0000
N50 1.3141 3.2852 25.0000
N47 1.0950 2.7376 320.0000
N46 2.0881 5.2202 50.0000
N45 1.0497 2.6243 19015.0000
N43 33.2338 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 16.8937 42.2342 0.0000
N36 1.0247 2.5616 10.0000
N35 1.6359 4.0897 15.0000
N34 50.0000 50.0000 0.0000
N31 11.4166 28.5416 0.0000
N30 0.1525 0.3814 70.0000
N29 31.8327 50.0000 0.0000
N28 10.1842 25.4605 0.0000
N27 1.8356 4.5891 295.0000
N26 36.5650 50.0000 0.0000
N25 2.8744 7.1859 5.0000
N24 0.6493 1.6233 15.0000
N23 4.4205 11.0511 10.0000
N22 0.1623 0.4057 105.0000
N21 0.9355 2.3387 65.0000
N20 0.4448 1.1120 105.0000
N19 0.2082 0.5205 450.0000
N18 0.8568 2.1420 5.0000
N17 1.8974 4.7436 25.0000
N16 2.1911 5.4778 0.0000
N15 6.4112 16.0280 0.0000
N14B 0.3448 0.8620 335.0000
N14A 5.1908 12.9769 0.0000
N13 9.6069 24.0173 0.0000
N12 19.8126 49.5316 0.0000
N11 12.3973 30.9933 0.0000
N10 0.8783 2.1957 190.0000
N9 1.4001 3.5003 225.0000
N8 0.7053 1.7631 20.0000
N7 0.8724 2.1810 35.0000
N6 0.9996 2.4991 10.0000
N5 1.6944 4.2360 95.0000
N4 2.0519 5.1298 65.0000
N3 21.2603 50.0000 0.0000
N2 19.5648 48.9121 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N45
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 3.0000 -0.0008 0.0340 Normal Soln
5047 32.6754 32.6754 50.0000 0.0000 0.0024 0.3095 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0019 0.0601 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 -0.0010 0.0278 Normal Soln
3736 35.3732 35.3732 50.0000 0.0000 -0.0020 0.0211 Normal Soln
3534 4.7083 4.7083 11.6995 0.0000 0.0168 0.4762 Normal Soln
3422 19.0986 19.0986 50.0000 0.0000 0.0215 0.4592 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0033 0.0408 Normal Soln
3024 7.3621 7.3621 17.2450 0.0000 -0.0179 2.2748 Normal Soln
3036 11.0817 11.0817 47.5575 0.0000 0.0178 0.4877 Normal Soln
2827 28.7538 28.7538 46.0043 0.0000 0.0033 0.0347 Normal Soln
2726 7.5298 7.5298 44.3215 0.0000 -0.0137 0.0595 Normal Soln
2629 31.3653 31.3653 50.0000 0.0000 -0.0035 0.4352 Normal Soln
2930 27.3430 27.3430 50.0000 0.0000 -0.0067 0.1631 Normal Soln
2725 4.9745 4.9745 12.5583 0.0000 0.0049 2.4043 Normal Soln
2524 14.4584 14.4584 32.6378 0.0000 -0.0060 2.1145 Normal Soln
2422 6.2775 6.2775 17.0572 0.0000 -0.0431 2.1540 Normal Soln
L575 44.3908 44.3908 50.0000 0.0000 -0.0064 0.2245 Normal Soln
2117 7.1311 7.1311 21.6092 0.0000 -0.0050 0.0700 Normal Soln
1714B 16.1608 16.1608 50.0000 0.0000 0.0488 0.5617 Normal Soln
1716 4.6222 4.6222 12.6583 0.0000 0.0756 1.5009 Normal Soln
1615 3.9193 3.9193 9.8660 0.0000 0.0570 3.5363 Normal Soln
1614A 1.7735 1.7735 5.2230 26.1667 -0.0135 3.3847 Normal Soln
4514B 15.0209 15.0209 25.2333 0.0000 0.0271 0.0840 Normal Soln
4515 5.6928 5.6928 13.1375 0.0000 0.0096 2.1263 Normal Soln
1502 15.1409 15.1409 33.2151 0.0000 0.0255 4.7370 Normal Soln
14A13 3.9117 3.9117 16.7245 0.0000 0.0220 0.4100 Normal Soln
1312 6.2383 6.2383 25.1630 0.0000 0.0238 0.4265 Normal Soln
1211 14.7556 14.7556 50.0000 0.0000 0.0170 0.2855 Normal Soln
1103 15.7602 15.7602 50.0000 0.0000 0.0164 0.1932 Normal Soln
0912 28.5276 28.5276 50.0000 0.0000 -0.0026 0.0263 Normal Soln
0908 11.3781 11.3781 41.6745 0.0000 -0.0032 2.2125 Normal Soln
0811 31.2276 31.2276 50.0000 0.0000 0.0043 0.0714 Normal Soln
0804 10.8115 10.8115 33.5909 0.0000 0.0059 2.9878 Normal Soln
0201 3.0589 3.0589 7.3224 322.0833 -0.1486 0.0960 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0013 0.0667 Normal Soln
4845 44.5702 44.5702 50.0000 0.0000 0.0033 0.2723 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0018 0.0534 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0011 0.0351 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 14.1504 14.1504 24.4180 0.0000 0.0045 0.0503 Normal Soln
4746u 5.2975 5.2975 17.5210 0.0000 -0.0051 1.7898 Normal Soln
4645o 24.6698 24.6698 50.0000 0.0000 0.0050 0.0549 Normal Soln
4645u 6.9649 6.9649 23.9717 0.0000 0.0058 2.7057 Normal Soln
3836o 30.5675 30.5675 50.0000 0.0000 0.0018 0.0431 Normal Soln
3635o 14.8101 14.8101 30.7033 0.0000 0.0210 0.0766 Normal Soln
2217o 18.2552 18.2552 33.7715 0.0000 0.0135 0.1728 Normal Soln
2217u 5.5317 5.5317 15.2137 0.0000 -0.0897 4.2559 Normal Soln
2019o 22.2649 22.2649 39.5862 0.0000 0.0088 0.0574 Normal Soln
2019u 5.0964 5.0964 11.2861 0.0000 0.0175 1.6558 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0052 0.0275 Normal Soln
1918u 15.8755 15.8755 36.8416 0.0000 -0.1596 2.0835 Normal Soln
1817o 14.4545 14.4545 37.9635 0.0000 -0.0082 0.2166 Normal Soln
1817u 4.0064 4.0064 10.0785 0.0000 0.0197 3.3043 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 -0.0026 0.0132 Normal Soln
1009u 10.3665 10.3665 30.3407 0.0000 -0.0025 1.7556 Normal Soln
0706o 28.6275 28.6275 50.0000 0.0000 -0.0030 0.0367 Normal Soln
0706u 6.7757 6.7757 24.3574 0.0000 0.0034 2.0408 Normal Soln
0604o 29.7238 29.7238 49.2081 0.0000 -0.0055 0.1206 Normal Soln
0604u 9.6952 9.6952 20.7873 0.0000 0.0087 2.2082 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0088 0.0259 Normal Soln
0504u 12.3879 12.3879 33.2657 0.0000 0.0046 1.9677 Normal Soln
0403o 12.7339 12.7339 26.8426 0.0000 -0.0051 0.1114 Normal Soln
0403u 3.2614 3.2614 7.0299 0.5000 -0.0262 1.2482 Normal Soln
0302o 5.5102 5.5102 15.0417 0.0000 -0.0145 1.7391 Normal Soln
0302u 2.7285 2.7285 11.8915 0.0000 -0.0077 0.6629 Normal Soln
14a14bo 6.0942 6.0942 25.1641 0.0000 0.0282 0.0702 Normal Soln
14a14bu 1.8672 1.8672 4.9338 8.2500 -0.0099 3.1834 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...................................1918u
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.00 / 6.00/ N51/ 1.00 / 4.80/ N48/ 1.00 / 4.60/
N50/ 1.00 / 5.70/ N47/ 0.00 / 3.60/ N46/ 0.00 / 3.00/
N45/ 0.00 / 2.50/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.15 / 5.62/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.01 / 4.21/
N29/ 0.00 / 6.40/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.01 / 1.87/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.01 / 1.35/ N15/ 0.03 / 1.24/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.01 / 1.06/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00*/
1918u/ 0.00*/ 1817o/ 0.00 / 1817u/ 0.00*/
1009o/ 0.00*/ 1009u/ 0.00*/ 0706o/ 0.00*/
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00*/ 0504u/ 0.00*/ 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.00 / 5047/ 0.01 / 5114b/ 0.01 /
4342/ 0.00 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.41 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.15 /
2524/ 0.18 / 2422/ 0.25 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.33 /
1615/ 0.18 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.20 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.06 / 0201/ 0.09 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.16 /
4645o/ 0.00 / 4645u/ 0.10 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.19 /
2019o/ 0.00 / 2019u/ 0.29 / 1918o/ 0.00 /
1918u/ 0.20 / 1817o/ 0.00 / 1817u/ 0.15 /
1009o/ 0.00 / 1009u/ 0.10 / 0706o/ 0.00 /
0706u/ 0.06 / 0604o/ 0.00 / 0604u/ 0.22 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.27 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.33 / 5047/ 0.21 / 5114b/ 0.05 /
4342/ 0.23 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.18 /
3036/ 3.17 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.46 / 2930/ 0.20 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.04 /
2117/ 0.03 / 1714B/ 1.72 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.18 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.09 /
0912/ 0.15 / 0908/ 0.15 / 0811/ 0.38 /
0804/ 0.18 / 0201/ 0.25 / 5248/ 0.28 /
4845/ 0.20 / 4250/ 0.32 / 5338/ 1.41 /
3851/ 0.03 / 4746o/ 0.02 / 4746u/ 0.12 /
4645o/ 0.06 / 4645u/ 0.12 / 3836o/ 3.22 /
3635o/ 0.02 / 2217o/ 0.23 / 2217u/ 0.29 /
2019o/ 0.29 / 2019u/ 0.18 / 1918o/ 0.06 /
1918u/ 0.24 / 1817o/ 0.14 / 1817u/ 0.24 /
1009o/ 0.03 / 1009u/ 0.15 / 0706o/ 0.06 /
0706u/ 0.12 / 0604o/ 0.11 / 0604u/ 0.15 /
0504o/ 0.23 / 0504u/ 0.12 / 0403o/ 0.05 /
0403u/ 0.29 / 0302o/ 0.42 / 0302u/ 1.50 /
14a14bo/ 0.01 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.00 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.00 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.28 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.02 / N15/ 0.03 /
N14B/ 1.20 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.01 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.01 /
N3/ 0.00 / N2/ 0.02 / N1/ 0.00 /
Junction/ Freeboard
N54/ 1.10 / N53/ 1.50 / N52/ 3.00 /
N38/ 4.00 / N51/ 5.20 / N48/ 5.40 /
N50/ 4.30 / N47/ 6.40 / N46/ 7.00 /
N45/ 7.50 / N43/ 0.80 / N42/ 2.70 /
N37/ 3.00 / N36/ 4.38 / N35/ 5.80 /
N34/ 5.90 / N31/ 2.50 / N30/ 5.79 /
N29/ 3.60 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.40 /
N23/ 5.30 / N22/ 8.13 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.65 / N15/ 8.76 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.94 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.03 / N52/ 0.03 /
N38/ 1.10 / N51/ 1.02 / N48/ 1.06 /
N50/ 1.06 / N47/ 1.11 / N46/ 1.12 /
N45/ 1.16 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.07 / N36/ 1.40 / N35/ 1.17 /
N34/ 0.16 / N31/ 0.03 / N30/ 1.68 /
N29/ 0.16 / N28/ 0.09 / N27/ 1.39 /
N26/ 0.24 / N25/ 0.84 / N24/ 1.61 /
N23/ 0.14 / N22/ 1.78 / N21/ 1.16 /
N20/ 1.04 / N19/ 1.59 / N18/ 1.34 /
N17/ 1.41 / N16/ 1.82 / N15/ 1.27 /
N14B/ 1.32 / N14A/ 1.30 / N13/ 0.84 /
N12/ 0.86 / N11/ 1.00 / N10/ 1.02 /
N9/ 1.03 / N8/ 1.05 / N7/ 1.04 /
N6/ 1.07 / N5/ 1.03 / N4/ 1.17 /
N3/ 0.91 / N2/ 0.92 / N1/ 0.92 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.16 / 2827/ 0.00 / 2726/ 0.00 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.00 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.16 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.00 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Final Volume
5453/ 0.09 / 5047/ 0.08 / 5114b/ 0.02 /
4342/ 0.05 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.05 /
3036/ 2.86 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.16 / 2930/ 0.08 / 2725/ 0.00 /
2524/ 0.01 / 2422/ 0.07 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.06 /
1615/ 0.10 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.40 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.16 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.13 / 5248/ 0.06 /
4845/ 0.09 / 4250/ 0.07 / 5338/ 0.44 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.38 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.09 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.08 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.01 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.29 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.01 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.01 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.21/ 2.87/
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/ 1.87 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.35/
1615/ 1.35/ 1.24 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.24 1502/ 1.24/ 1.06 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.06/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.00/
3851/ 6.00/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.00/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.87/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.06/ 1.06 0302u/ 1.10/ 1.06/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 7273
Total number of time steps during simulation.... 5462
Ratio of actual # of time steps / NTCYC......... 1.264
Average number of iterations per time step...... 1.332
Average time step size(seconds)................ 3.955
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.653
Average minimum implicit time step (sec)........ 1.339
Average minimum junction time step (sec)........ 1.339
Average Courant Factor Tf....................... 1.339
Number of times omega reduced................... 112
*=========================================================*
| 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 1.12 6122 0 6 0 0 0
N53 0 1.12 6132 0 5 0 0 0
N52 0 1.25 6836 0 8 0 0 0
N38 0 1.16 6354 0 15 2 0 0
N51 0 1.07 5834 1 24 1 0 0
N48 0 1.28 7014 0 22 1 0 0
N50 0 1.30 7120 1 20 1 0 0
N47 0 1.38 7560 3 15 1 0 0
N46 0 1.41 7682 1 6 0 0 0
N45 0 1.52 8286 4 16 4 0 0
N43 0 1.12 6114 0 7 0 0 0
N42 0 1.28 7011 0 10 1 0 0
N37 0 1.12 6143 0 6 0 0 0
N36 0 1.62 8828 0 12 2 0 0
N35 0 1.43 7785 1 15 1 0 0
N34 0 1.34 7311 0 6 0 0 0
N31 0 1.18 6425 1 10 1 0 0
N30 0 1.58 8646 2 20 3 0 0
N29 0 1.42 7751 0 7 0 0 0
N28 0 1.16 6345 2 7 0 0 0
N27 0 1.45 7924 1 12 1 0 0
N26 0 1.30 7119 0 6 0 0 0
N25 0 1.20 6570 0 7 0 0 0
N24 0 1.29 7051 0 10 1 0 0
N23 0 1.26 6857 0 8 0 0 0
N22 0 1.60 8724 47 21 3 0 0
N21 0 1.42 7735 0 18 1 0 0
N20 0 1.32 7225 0 27 1 1 0
N19 0 1.51 8254 1 29 2 1 0
N18 0 1.57 8583 0 11 1 0 0
N17 0 1.92 10482 5 13 1 0 0
N16 0 1.47 8055 2 19 4 0 0
N15 0 1.28 6983 0 8 0 0 0
N14B 0 1.79 9767 0 17 2 0 0
N14A 0 1.66 9044 4 14 20 0 0
N13 0 1.59 8671 1 8 0 0 0
N12 0 1.54 8402 0 7 0 0 0
N11 0 1.59 8660 0 12 1 0 0
N10 0 1.19 6489 0 6 0 0 0
N9 0 1.32 7197 0 11 2 0 0
N8 0 1.36 7417 1 17 2 0 0
N7 0 1.20 6556 1 9 0 0 0
N6 0 1.46 7951 19 15 2 0 0
N5 0 1.18 6432 0 21 1 0 0
N4 0 1.65 9035 3 12 1 0 0
N3 0 1.95 10638 0 9 0 0 0
N2 0 1.78 9729 0 9 0 0 0
N1 0 1.54 8393 11 24 5 0 0
Total number of iterations for all junctions.. 367242
Minimum number of possible iterations......... 262176
Efficiency of the simulation.................. 1.40
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 8.9250 0 15 0.0000 1.0750 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5254 0 15 0.0000 1.4746 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0343 0 16 0.0000 2.9657 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0961 0 18 0.0000 3.9039 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8233 0 15 0.0000 5.1767 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6596 0 15 0.0000 5.3404 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7642 0 16 0.0000 4.2358 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.7080 0 15 0.0000 5.2920 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1179 0 16 0.0000 5.8821 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6620 0 16 0.0000 6.3380 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2232 0 15 0.0000 0.7768 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3307 0 15 0.0000 2.6693 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0725 0 15 0.0000 2.9275 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8660 0 16 0.0000 4.1340 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3670 0 16 0.0000 5.6330 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2625 0 16 0.0000 5.7375 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5261 0 15 0.0000 2.4739 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8753 0 15 0.0000 4.1247 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5570 0 15 0.0000 3.4430 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3864 0 15 0.0000 1.6136 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7372 0 15 0.0000 3.2628 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7405 0 15 0.0000 3.2595 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7127 0 15 0.4677 4.2873 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1981 0 17 0.8881 5.8019 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8372 0 12 0.0000 5.1628 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.6447 0 17 0.0000 6.3553 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1619 0 17 0.0000 6.8381 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0352 0 15 0.0000 2.9648 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0863 0 15 0.0000 3.9137 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2401 0 16 0.0000 6.7599 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1615 0 17 0.0000 6.8385 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1651 0 17 0.7651 6.8349 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.4845 0 20 0.4495 7.5155 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1215 0 18 0.0000 6.8785 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.8960 0 18 0.0000 7.1040 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6966 0 18 0.0000 7.3034 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.5373 0 20 0.0000 7.4627 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.3421 0 21 0.0000 7.6579 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6202 0 15 0.0000 5.3798 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5290 0 15 0.0000 6.4710 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0527 0 15 0.0000 6.9473 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0373 0 15 0.0000 4.9627 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5743 0 15 0.0000 5.4257 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3299 0 15 0.0000 5.6701 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8734 0 15 0.0000 7.1266 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0123 0 21 0.0000 7.9877 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9713 0 21 0.0000 8.0287 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.8528 0 20 0.0000 8.1472 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 0.1387 0 15 0.1972 0 13 0.0167 8.9250 7.0343 .1248 .1715
5047 2.8812 1.4600 200.0000 0.4383 0 16 0.5401 0 17 0.1521 5.7642 4.7080 .3209 .5400
5114b 3.5733 1.8108 200.0000 0.1008 0 15 0.4039 0 11 0.0282 4.8233 3.1215 .1165 .6076
4342 10.3858 1.3631 200.0000 0.1413 0 15 0.1997 0 15 0.0136 9.2232 7.3307 .1161 .1534
3736 14.9983 3.6090 400.0000 0.1556 0 15 0.7436 0 6 0.0104 7.0725 5.8753 .1812 .8882
3534 5.8173 1.4765 400.0000 1.3819 0 16 0.8548 0 16 0.2376 4.3670 4.2625 .4175 .4062
3422 6.0122 1.5213 400.0000 1.3709 0 16 0.7147 0 16 0.2280 4.2625 3.6447 .4062 .6117
3130 13.5508 2.2744 300.0000 0.2342 0 15 0.4031 0 8 0.0173 7.5261 5.8753 .0869 .5842
3024 0.4621 2.9058 450.0000 0.4502 0 30 2.9623 0 31 0.9741 5.8753 4.1980 3.722 2.973
3036 6.7857 1.4251 400.0000 1.0492 0 16 0.3785 0 16 0.1546 5.8753 5.8660 .6382 .8649
2827 15.5945 3.7524 400.0000 0.2695 0 15 1.0871 0 15 0.0173 8.3864 6.7857 .2159 .2144
2726 18.5574 3.1124 300.0000 0.5270 0 15 0.2265 0 6 0.0284 6.7372 6.7405 .1241 .8017
2629 2.4524 0.5150 400.0000 0.5334 0 15 0.3943 0 15 0.2175 6.7405 6.5570 .6013 .3924
2930 11.6053 2.4373 400.0000 0.9462 0 15 0.9629 0 9 0.0815 6.5570 5.8753 .3924 .6382
2725 0.2218 2.0080 375.0000 0.2606 0 5 2.3889 0 5 1.1749 6.7372 5.7127 3.699 2.247
2524 0.2779 2.5163 375.0000 0.2530 0 6 2.4511 0 5 0.9105 5.7127 4.1980 2.247 3.568
2422 0.8401 2.9711 600.0000 0.6599 0 30 2.3281 0 30 0.7856 4.1981 3.6447 2.680 2.974
L575 4.4056 1.1111 300.0000 0.4897 0 13 0.5396 0 13 0.1111 4.8372 3.6447 .4573 .8156
2117 10.3655 2.0976 500.0000 0.2257 0 14 0.4628 0 9 0.0218 3.1619 3.1615 .3238 .4231
1714B 8.1188 0.9553 500.0000 1.7625 0 18 0.4608 0 18 0.2171 3.1615 3.1215 .6231 .6430
1716 3.1532 3.6415 1050.000 2.0621 0 11 2.3711 0 12 0.6540 3.1615 3.1651 1.344 1.728
1615 0.7725 1.7486 750.0000 1.2166 0 12 2.7374 0 12 1.5749 3.1645 2.4844 2.432 1.699
1614A 0.7872 1.7819 750.0000 0.8491 0 11 1.9148 0 11 1.0786 3.1645 2.8960 2.019 1.728
4514B 28.0567 3.5017 450.0000 0.9821 0 16 0.9544 0 9 0.0350 3.6620 3.1215 .3600 .6034
4515 0.1942 2.7467 300.0000 0.1742 0 39 2.4359 0 39 0.8974 3.6620 2.4844 3.873 4.248
1502 0.6052 1.1322 825.0000 1.3665 0 12 2.7097 0 10 2.2578 2.4850 1.9713 1.545 1.116
14A13 16.6072 0.8411 1700.000 -3.3389 0 18 -0.5979 0 18 -0.2011 2.8960 2.6966 .6094 .6450
1312 15.7543 0.6101 1400.000 3.3439 0 18 0.5564 0 17 0.2123 2.6966 2.5373 .5976 .6123
1211 22.0747 0.6694 1700.000 3.1477 0 20 0.3580 0 19 0.1426 2.5373 2.3421 .5043 .5895
1103 34.9730 0.7240 2000.000 3.3557 0 21 0.4163 0 21 0.0959 2.3421 2.0123 .5010 .4562
0912 7.4604 1.8954 400.0000 0.0980 0 15 0.0583 0 14 0.0131 3.5290 2.5373 .0725 1.343 *
0908 0.1628 1.4741 375.0000 0.1339 0 8 1.1998 0 8 0.8227 3.5290 3.0527 2.744 2.807
0811 6.0914 1.5476 400.0000 0.2161 0 15 0.4052 0 12 0.0355 3.0527 2.3421 .1317 .8552
0804 0.2208 1.3886 450.0000 0.2382 0 7 1.4885 0 7 1.0785 3.0527 2.8734 2.339 2.607
0201 142.3584 2.9703 2000.000 5.6302 0 21 1.3700 0 32 0.0395 1.9713 1.8528 .4607 .4614
5248 8.1651 1.4277 200.0000 0.2320 0 17 0.3469 0 17 0.0284 7.0343 4.8265 .1715 .1324
4845 2.5500 1.2922 200.0000 0.3433 0 15 0.3312 0 15 0.1346 4.6596 3.6620 .2982 .8099
4250 11.5986 1.2184 200.0000 0.3098 0 15 0.1732 0 14 0.0267 7.3307 5.7642 .1534 .3209
5338 8.7547 1.3127 200.0000 0.1535 0 15 0.1080 0 9 0.0175 8.5254 6.0961 .1271 .4803
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0961 4.8233 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.4369 0 15 1.0239 0 15 0.0252 4.7080 4.1179 .2700 .2947
4746u 0.1498 2.1194 300.0000 0.1018 0 11 1.4269 0 4 0.6797 4.7080 4.1179 3.693 3.726
4645o 15.8729 2.3953 400.0000 0.4337 0 16 0.5993 0 13 0.0273 4.1179 3.6620 .2947 .4050
4645u 0.1105 1.5637 300.0000 0.0990 0 13 1.3766 0 13 0.8955 4.1179 3.6620 3.726 3.873
3836o 9.9729 2.0945 400.0000 0.2125 0 18 0.1230 0 20 0.0213 6.0961 5.8660 .2401 .8649
3635o 35.6736 2.3986 400.0000 1.3542 0 16 0.6514 0 16 0.0380 5.8660 5.2913 .2399 .2282
2217o 14.0423 2.7133 500.0000 1.2140 0 17 1.0388 0 26 0.0865 3.6447 3.1920 .4893 .4839
2217u 0.6241 1.4127 750.0000 1.0267 0 30 2.3119 0 30 1.6451 3.6447 3.1615 2.379 1.882
2019o 11.6942 3.9474 300.0000 0.3367 0 15 0.7590 0 11 0.0288 7.0352 6.0863 .1173 .2878
2019u 0.6375 4.0085 450.0000 0.4259 0 20 2.6643 0 20 0.6681 7.0352 6.0863 2.300 3.525
1918o 18.5045 3.0423 400.0000 0.2535 0 15 0.2375 0 15 0.0137 6.0863 3.2401 .2159 .6003
1918u 0.9440 3.3387 600.0000 0.8520 0 15 2.9858 0 15 0.9026 6.0863 3.2401 2.643 2.233
1817o 9.1593 1.0777 500.0000 0.9918 0 17 0.5796 0 14 0.1083 3.2401 3.1615 .4803 .4231
1817u 0.5070 1.7932 600.0000 0.6197 0 7 2.1829 0 7 1.2222 3.2401 3.1615 2.233 2.352
1009o 8.3091 2.9860 300.0000 0.0551 0 15 0.4084 0 15 0.0066 4.6202 3.5290 .0673 .0966
1009u 0.2415 2.1864 375.0000 0.1840 0 13 1.6509 0 6 0.7620 4.6202 3.5290 2.720 2.744
0706o 7.2322 2.5907 300.0000 0.1314 0 15 0.3781 0 14 0.0182 5.0373 4.5743 .1244 .2478
0706u 0.1248 1.7661 300.0000 0.0880 0 6 1.2317 0 4 0.7049 5.0373 4.5743 3.457 3.581
0604o 9.6606 3.5632 300.0000 0.5834 0 15 1.1585 0 15 0.0604 4.5743 2.8741 .2478 .2471
0604u 0.3116 2.8210 375.0000 0.3050 0 25 2.7421 0 26 0.9790 4.5743 2.8734 2.864 3.129
0504o 8.6316 3.1274 300.0000 0.1077 0 15 0.4889 0 10 0.0125 4.3299 2.8734 .0996 .2446
0504u 0.1541 2.1802 300.0000 0.1357 0 7 1.8948 0 7 0.8806 4.3299 2.8734 3.433 3.911
0403o 9.0589 2.2976 400.0000 0.5086 0 15 0.7451 0 15 0.0561 2.8734 2.0649 .1835 .1623
0403u 1.9283 4.3647 750.0000 1.1857 0 10 2.8450 0 9 0.6149 2.8734 2.0123 1.564 1.216
0302o 2.9365 0.3243 300.0000 2.5535 0 21 0.6648 0 21 0.8696 2.0123 1.9713 .6410 .5378
0302u 3.2556 3.6173 600.0000 0.7580 0 29 0.8409 0 29 0.2328 2.0123 1.9713 1.520 1.535
14a14bo 75.9084 3.3944 500.0000 2.6472 0 18 0.3974 0 12 0.0349 3.1215 2.8960 .2630 .7921
14a14bu 0.1368 1.9347 300.0000 0.1451 0 35 2.0268 0 35 1.0610 3.1215 2.8960 4.405 4.320
FREE # 1 Undefnd Undefnd Undefn 5.6849 0 20
*==================================================*
| 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 0.0204 0.7110 0.0057
5047 2.0833 24.2778 0.0000 333.6389 0.0821 0.8205 0.0457
5114b 2.6875 20.8611 0.0000 336.4514 0.0632 0.6329 0.0109
4342 0.1667 359.8333 0.0000 0.0000 0.0178 0.7085 0.0054
3736 0.1667 36.9063 0.0000 322.9271 0.1226 1.6631 0.0387
3534 2.3750 357.6250 0.0000 0.0000 0.1596 1.6173 0.1405
3422 2.3750 21.9722 0.0000 335.6528 0.1905 1.9473 0.1420
3130 0.1667 32.8750 0.0000 326.9583 0.0915 1.8394 0.0127
3024 0.1667 25.2653 0.0000 334.5681 0.1304 0.1639 3.4258
3036 5.3333 33.7708 320.8958 0.0000 0.1535 2.7720 0.1137
2827 0.1667 0.0000 0.0000 359.8333 0.0424 0.2481 0.0935
2726 339.4444 20.5556 0.0000 0.0000 0.1260 2.5493 0.0286
2629 0.2500 359.7500 0.0000 0.0000 0.1052 1.3538 0.0783
2930 0.2500 32.8472 0.0000 326.9028 0.1045 1.3514 0.1445
2725 0.1667 359.8333 0.0000 0.0000 0.1127 0.1139 2.1451
2524 0.1667 37.6151 0.0000 322.2183 0.1118 0.1146 2.0837
2422 0.1667 359.8333 0.0000 0.0000 0.1746 0.2906 3.4441
L575 0.1667 18.0556 0.0000 341.7778 0.0938 1.5935 0.0725
2117 1.5000 20.0556 0.0000 338.4444 0.1779 1.8114 0.0234
1714B 330.8889 21.8889 7.2222 0.0000 0.1635 3.8272 0.1458
1716 0.1667 357.6736 0.0000 2.1597 0.2938 0.8902 3.6231
1615 0.1667 359.8333 0.0000 0.0000 0.2281 0.4529 4.0400
1614A 2.7083 43.1667 314.1250 0.0000 0.2282 0.4620 2.3277
4514B 323.3611 27.2500 0.0000 9.3889 0.0952 2.1120 0.1022
4515 0.1667 359.8333 0.0000 0.0000 0.0907 0.0728 2.4972
1502 0.1667 359.8333 0.0000 0.0000 0.2383 0.5466 2.5941
14A13 113.3750 246.6250 0.0000 0.0000 0.3713 5.5847 0.6375
1312 113.4583 246.5417 0.0000 0.0000 0.3194 6.2986 0.4552
1211 3.6250 356.3750 0.0000 0.0000 0.4635 8.8876 0.3296
1103 0.1667 359.8333 0.0000 0.0000 0.3480 8.0618 0.3984
0912 347.6528 12.3472 0.0000 0.0000 0.1821 1.9201 0.0109
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1136 1.2307
0811 345.0278 10.1111 0.0000 4.8611 0.1570 1.6347 0.0232
0804 0.1667 359.8333 0.0000 0.0000 0.1295 0.1634 1.3225
0201 0.1667 359.8333 0.0000 0.0000 0.3533 6.6703 0.8724
5248 0.1667 0.0000 0.0000 359.8333 0.0225 0.6707 0.0104
4845 2.5000 36.5417 0.0000 320.9583 0.1031 1.0391 0.0366
4250 0.1667 357.9167 0.0000 1.9167 0.0365 1.8228 0.0080
5338 0.1667 357.8958 0.0000 1.9375 0.0471 1.6473 0.0056
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 335.1944 21.6667 0.0000 3.1389 0.0558 0.4310 0.1145
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5685
4645o 334.5556 25.4444 0.0000 0.0000 0.0572 0.7468 0.0813
4645u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0728 1.5531
3836o 2.1250 357.8750 0.0000 0.0000 0.1083 1.8237 0.0263
3635o 334.5278 0.0000 0.0000 25.4722 0.0498 2.0789 0.0610
2217o 337.9167 3.7963 0.0000 18.2870 0.0880 1.3298 0.2221
2217u 0.1667 359.8333 0.0000 0.0000 0.2172 0.4631 3.4256
2019o 349.0222 8.4167 0.0000 2.5611 0.0569 0.5661 0.0357
2019u 0.1667 359.8333 0.0000 0.0000 0.1355 0.1664 2.5988
1918o 349.5741 10.4259 0.0000 0.0000 0.0667 1.0958 0.0381
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.3607
1817o 336.5486 14.3056 0.0000 9.1458 0.0943 1.8720 0.1207
1817u 0.1667 359.8333 0.0000 0.0000 0.1821 0.2948 2.1692
1009o 353.1667 6.8333 0.0000 0.0000 0.0216 0.1351 0.0100
1009u 0.1667 359.8333 0.0000 0.0000 0.1089 0.1139 1.6873
0706o 344.2500 15.7500 0.0000 0.0000 0.0442 0.3481 0.0211
0706u 0.1667 359.8333 0.0000 0.0000 0.0902 0.0726 1.2487
0604o 340.1181 0.0000 0.0000 19.8819 0.0588 0.5040 0.0859
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.7008
0504o 348.2500 8.7500 0.0000 3.0000 0.0407 0.3174 0.0175
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0730 1.8656
0403o 350.1250 0.0278 0.0000 9.8472 0.0687 0.6827 0.0515
0403u 0.1667 359.8333 0.0000 0.0000 0.2200 0.4591 2.5282
0302o 340.8611 10.6222 0.0000 8.5167 0.1339 3.8421 0.1175
0302u 0.1667 359.8333 0.0000 0.0000 0.3110 0.9868 0.6717
14a14bo 337.6667 20.6667 0.0000 1.6667 0.1660 8.8618 0.0789
14a14bu 2.6875 357.3125 0.0000 0.0000 0.0840 0.0727 1.8980
*===========================================*
| 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 0.0065 139.5675 0.0004 0.9989 0.1638 0.0043 0.1256 3.7297
5047 0.0248 536.6891 0.0012 0.9843 1.0569 0.0138 0.1373 0.0350
5114b 0.0041 89.3804 0.0002 0.9797 0.9715 0.0076 0.0754 0.0350
4342 0.0063 136.5428 0.0004 0.9989 0.1934 0.0034 0.1115 3.7297
3736 0.0067 143.6853 0.0004 0.9989 0.9493 0.0224 0.2800 1.6577
3534 0.0343 740.9325 0.0033 0.9822 0.2166 0.0150 0.1500 0.0350
3422 0.0347 749.3371 0.0033 0.9821 0.4384 0.0191 0.1928 0.0450
3130 0.0100 215.6088 0.0005 0.9989 0.8628 0.0140 0.2796 2.9009
3024 0.0514 1109.4441 0.0016 0.9989 1.4460 0.0490 0.0483 1.0775
3036 0.0078 168.5498 0.0042 0.9674 0.0137 0.0525 0.6178 0.0205
2827 0.0112 242.1434 0.0007 0.9989 1.3054 0.0081 0.0314 1.6577
2726 0.0133 288.0719 0.0013 0.1483 0.0432 0.0335 0.2485 0.0200
2629 0.0157 339.7673 0.0013 0.9989 0.1737 0.0201 0.1358 2.9009
2930 0.0342 738.1866 0.0023 0.9989 0.6866 0.0212 0.1833 1.6577
2725 0.0177 382.2332 0.0007 0.9989 1.2015 0.0295 0.0243 1.0775
2524 0.0174 376.9087 0.0008 0.9958 1.6718 0.0283 0.0236 0.0243
2422 0.0691 1492.6605 0.0028 0.9989 0.8526 0.0649 0.0835 1.0775
L575 0.0170 368.0634 0.0012 0.9989 0.5680 0.0148 0.1683 3.7297
2117 0.0096 207.4240 0.0009 0.9901 0.8663 0.0187 0.1877 0.0200
1714B 0.0324 699.2031 0.0054 0.2049 0.0178 0.0210 0.4116 0.0209
1716 0.1773 3829.0569 0.0071 0.9989 1.0294 0.0924 0.2146 Section 4
1.0775
1615 0.1247 2694.0903 0.0047 0.9989 0.5672 0.0861 0.1433 1.0775
1614A 0.0527 1137.4273 0.0033 0.9793 0.0974 0.0673 0.1188 0.0130
4514B 0.0412 889.6053 0.0029 0.2523 0.1421 0.0144 0.2420 0.0211
4515 0.0235 507.4877 0.0008 0.9989 0.5559 0.0407 0.0276 1.0775
1502 0.1483 3203.2954 0.0050 0.9989 0.7371 0.0921 0.1537 1.0775
14A13 -0.1317 -2845.796 0.0081 0.7349 0.0016 0.0940 0.7355 0.1237
1312 0.1320 2851.8924 0.0081 0.7349 0.0491 0.0632 0.7825 0.1219
1211 0.1302 2813.2884 0.0078 0.9756 0.0338 0.0831 1.2112 0.1242
1103 0.1551 3351.0048 0.0086 0.9989 0.1436 0.0884 1.1321 10.3603
0912 0.0017 36.7729 0.0002 0.0846 0.0065 0.0278 0.2904 0.0450
0908 0.0083 180.0392 0.0005 0.9989 0.6299 0.0263 0.0211 1.1604
0811 0.0046 98.7848 0.0005 0.1060 0.0407 0.0172 0.1761 0.0450
0804 0.0128 277.2823 0.0008 0.9989 0.5012 0.0343 0.0335 1.0775
0201 0.3935 8498.8963 0.0189 0.9989 0.5127 0.0980 0.9963 3.3153
5248 0.0133 287.6105 0.0007 0.9989 0.6698 0.0047 0.1223 3.7297
4845 0.0192 415.7637 0.0009 0.9811 0.8967 0.0181 0.1810 0.0350
4250 0.0149 322.8584 0.0008 0.9989 0.2401 0.0065 0.2960 3.7297
5338 0.0072 155.6182 0.0004 0.9989 0.0523 0.0128 0.4218 3.7297
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0009 0.0153 0.0450
4746o 0.0138 297.8654 0.0010 0.1763 0.1551 0.0067 0.0405 0.0205
4746u 0.0217 467.9162 0.0004 0.9989 1.1870 0.0277 0.0202 1.0775
4645o 0.0143 309.2195 0.0010 0.1809 0.0797 0.0084 0.0778 0.0206
4645u 0.0213 459.1384 0.0005 0.9989 0.6535 0.0296 0.0218 1.1604
3836o 0.0167 359.6553 0.0007 0.9841 0.0536 0.0441 0.4749 0.0202
3635o 0.0323 697.0246 0.0032 0.1787 0.1091 0.0050 0.1511 0.0350
2217o 0.0300 648.7747 0.0028 0.1549 0.1057 0.0094 0.0871 0.0208
2217u 0.0977 2110.2105 0.0038 0.9989 0.7363 0.0771 0.1208 1.0775
2019o 0.0058 124.7427 0.0007 0.0760 0.0889 0.0026 0.0258 0.0200
2019u 0.0249 538.1432 0.0013 0.9989 1.6906 0.0361 0.0292 1.0775
1918o 0.0027 58.6332 0.0006 0.0698 0.0082 0.0067 0.0940 0.0205
1918u 0.0526 1135.2984 0.0029 0.9989 1.1017 0.0486 0.0568 1.0775
1817o 0.0341 737.3254 0.0023 0.1644 0.0684 0.0121 0.1668 0.0205
1817u 0.0343 740.6383 0.0023 0.9989 0.6095 0.0573 0.0727 1.0775
1009o 0.0006 12.6109 0.0001 0.0450 0.0330 0.0009 0.0056 0.0208
1009u 0.0094 203.8377 0.0005 0.9989 1.0782 0.0237 0.0174 1.1604
0706o 0.0029 61.7010 0.0003 0.1124 0.0633 0.0035 0.0248 0.0208
0706u 0.0062 134.7261 0.0003 0.9989 0.6107 0.0234 0.0149 1.0775
0604o 0.0146 314.8754 0.0014 0.1413 0.1914 0.0050 0.0376 0.0204
0604u 0.0234 504.3876 0.0010 0.9989 1.3618 0.0315 0.0248 1.0775
0504o 0.0019 41.1959 0.0003 0.0811 0.0641 0.0020 0.0141 0.0207
0504u 0.0078 169.3358 0.0004 0.9989 0.6131 0.0237 0.0146 1.0775
0403o 0.0068 146.7889 0.0012 0.0679 0.0628 0.0029 0.0282 0.0450
0403u 0.0728 1571.6369 0.0033 0.9989 2.4529 0.0575 0.0934 1.0775
0302o 0.0689 1487.9623 0.0061 0.1364 0.0710 0.0116 0.3038 0.0287
0302u 0.1666 3598.8394 0.0033 0.9989 0.1315 0.0844 0.2556 0.5802
14a14bo 0.0685 1480.5677 0.0063 0.1575 0.0504 0.0138 0.6566 0.0350
14a14bu 0.0103 222.4228 0.0006 0.9795 0.1663 0.0331 0.0228 0.0130
FREE # 1 0.3936 8501.1909
*===============================================================*
| 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 0.1387 0.0000 0.9211 0.0200 0.0248 8.9250 7.0338 Max Flow
5047 0.4383 0.0000 0.4700 0.0588 0.0642 5.7642 4.7058 Max Flow
5114b 0.1007 0.0000 0.0842 0.0219 0.0232 4.8233 3.1016 Max Flow
4342 0.1413 0.0000 0.9569 0.0193 0.0231 9.2232 7.3306 Max Flow
3736 0.1555 0.0000 0.0033 0.0847 0.0721 7.0725 5.8728 Max Flow
3534 1.3819 0.0000 0.1033 0.1265 0.1662 4.3669 4.2620 Max Flow
3422 1.3708 0.0000 0.3719 0.1257 0.1624 4.2625 3.6390 Max Flow
3130 0.2341 0.0000 0.0271 0.0242 0.0258 7.5261 5.8728 Max Flow
3024 0.4499 1.3069 1.1809 0.4291 0.3586 5.8093 3.2557 Max Flow
3036 1.0489 0.0000 0.0165 0.1834 0.2121 5.8751 5.8657 Max Flow
2827 0.2694 0.0000 1.5979 0.1056 0.0857 8.3863 6.7857 Max Flow
2726 0.5252 0.0000 0.0027 0.0413 0.0350 6.7372 6.7397 Max Flow
2629 0.5330 0.0000 0.1727 0.1359 0.2299 6.7403 6.5569 Max Flow
2930 0.9459 0.0000 0.2123 0.1754 0.1568 6.5569 5.8738 Max Flow
2725 0.2604 0.8530 0.6067 0.3506 0.3750 6.7055 5.2184 Max Flow
2524 0.2519 0.4862 1.5944 0.3482 0.2800 5.2651 3.2412 Max Flow
2422 0.6481 0.2801 0.4322 0.5184 0.3956 3.3835 2.7903 Max Flow
L575 0.4833 0.0000 1.2884 0.1140 0.1343 4.8352 3.5337 Max Flow
2117 0.2253 0.0000 0.0021 0.0374 0.0482 3.1052 3.1046 Max Flow
1714B 1.7625 0.0000 0.0409 0.2250 0.3054 3.1614 3.1215 Max Flow
1716 2.0611 -0.1748 0.1672 0.8166 0.6191 3.0442 3.0428 Max Flow
1615 1.2160 0.4247 0.3183 0.6653 0.7500 3.0825 2.3360 Max Flow
1614A 0.8475 0.4163 0.0575 0.5705 0.7500 3.0418 2.5678 Max Flow
4514B 0.9817 0.0000 0.0854 0.1703 0.1620 3.6620 3.1155 Max Flow
4515 0.1742 0.6493 1.0144 1.0303 0.2221 3.5303 1.8624 Max Flow
1502 1.3665 -0.2122 0.7597 0.6990 0.8250 2.3353 1.8121 Max Flow
14A13 0.0126 0.0000 0.0058 0.0630 0.1172 1.9897 1.9801 Max Flow
1312 3.3422 0.0000 0.1804 0.5259 0.8366 2.6965 2.5163 Max Flow
1211 3.1473 0.0000 0.2034 0.4979 0.8345 2.5369 2.3369 Max Flow
1103 3.3554 0.0000 0.3214 0.5026 1.0017 2.3420 2.0122 Max Flow
0912 0.0980 0.0000 0.0037 0.0211 0.0284 3.5290 2.3617 Max Flow
0908 0.1339 0.1599 0.3312 0.2699 0.2591 3.5046 3.0137 Max Flow
0811 0.2159 0.0000 0.0997 0.0364 0.0524 3.0527 2.1708 Max Flow
0804 0.2377 0.1958 0.3430 0.3432 0.4500 3.0042 2.4706 Max Flow
0201 5.6302 0.0000 0.1206 0.7395 0.9205 1.9713 1.8505 Max Flow
5248 0.2300 0.0000 2.2055 0.0264 0.0306 7.0343 4.8264 Max Flow
4845 0.3433 0.0000 0.1667 0.0499 0.0595 4.6596 3.6613 Max Flow
4250 0.3098 0.0000 0.2845 0.0247 0.0305 7.3307 5.7634 Max Flow
5338 0.1534 0.0000 0.0919 0.0208 0.0253 8.5254 6.0890 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.4369 0.0000 0.4863 0.1261 0.1078 4.7080 4.1170 Max Flow
4746u 0.1018 0.3327 0.2682 0.2469 0.1814 4.6789 4.0782 Max Flow
4645o 0.4337 0.0000 0.2126 0.1257 0.1176 4.1179 3.6620 Max Flow
4645u 0.0990 0.0795 0.3874 0.2438 0.2217 4.0956 3.6293 Max Flow
3836o 0.2125 0.0000 0.0052 0.0954 0.0960 6.0961 5.8579 Max Flow
3635o 1.3537 0.0000 0.5682 0.0913 0.0936 5.8660 5.2913 Max Flow
2217o 1.2136 0.0000 0.4491 0.2419 0.2432 3.6447 3.1919 Max Flow
2217u 1.0162 0.2647 0.2886 0.6200 0.7500 3.4432 2.8285 Max Flow
2019o 0.3360 0.0000 0.1999 0.0492 0.0350 7.0351 6.0839 Max Flow
2019u 0.4236 1.2087 0.6553 0.4234 0.2682 7.0063 5.1173 Max Flow
1918o 0.2534 0.0000 0.0932 0.1020 0.0860 6.0863 3.2359 Max Flow
1918u 0.8520 0.7713 2.0794 0.5621 0.4464 6.0837 3.2309 Max Flow
1817o 0.9918 0.0000 0.0744 0.1816 0.2414 3.2401 3.1574 Max Flow
1817u 0.6153 0.1985 0.2190 0.5080 0.6000 3.0263 2.6219 Max Flow
1009o 0.0550 0.0000 0.6075 0.0220 0.0196 4.6202 3.5286 Max Flow
1009u 0.1840 0.4681 0.6249 0.3134 0.2451 4.6174 3.5246 Max Flow
0706o 0.1313 0.0000 0.1323 0.0385 0.0372 5.0373 4.5742 Max Flow
0706u 0.0880 0.2588 0.2411 0.2309 0.1859 5.0115 4.5116 Max Flow
0604o 0.5831 0.0000 1.6973 0.0950 0.0741 4.5743 2.8741 Max Flow
0604u 0.3050 0.5147 1.7002 0.9843 0.3005 4.4899 2.2792 Max Flow
0504o 0.1075 0.0000 0.2504 0.0339 0.0294 4.3299 2.8729 Max Flow
0504u 0.1356 0.5977 1.2073 0.2746 0.2186 4.3144 2.4980 Max Flow
0403o 0.5085 0.0000 0.8000 0.0649 0.0693 2.8734 2.0649 Max Flow
0403u 1.1856 0.8108 0.2161 0.6601 0.4252 2.8200 1.7492 Max Flow
0302o 2.5535 0.0000 0.0337 0.1313 0.2584 2.0123 1.9713 Max Flow
0302u 0.7576 0.0645 0.0027 0.2962 0.1784 1.8907 1.8234 Max Flow
14a14bo 2.6472 0.0000 0.0121 0.1432 0.1310 3.1215 2.8944 Max Flow
14a14bu 0.1451 0.4699 0.2195 0.2789 0.2681 2.9233 2.2291 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 0.3333 359.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 5.6667 352.3333 2.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 2.8333 354.5000 2.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 2.1667 357.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 1.5000 356.1667 2.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 9.6667 348.0000 2.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 5.3333 354.5000 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 354.6667 5.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.6667 0.5000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 353.0000 1.0000 0.0000 0.0000 6.0000 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 61.6667 244.8333 53.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.8333 0.3333 337.1667 9.8333 1.0000 0.0000 10.8333 0.0000 None
2524 0.3333 0.1667 359.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 332.1667 0.1667 0.0000 23.0000 3.5000 0.0000 None
L575 6.1667 353.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 21.5000 337.0000 1.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 29.1667 330.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 316.1667 7.1667 0.0000 23.0000 12.5000 0.0000 None
1615 0.3333 267.1667 0.6667 1.5000 30.0000 0.0000 60.3333 0.0000 None
1614A 0.0000 319.8333 0.0000 13.8333 24.1667 1.8333 0.3333 0.0000 None
4514B 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.6667 0.3333 359.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 248.3333 99.3333 0.1667 0.0000 12.1667 0.0000 0.0000 0.0000 None
14A13 0.0000 246.6667 113.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 2.6667 243.8333 113.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 356.5000 3.5000 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 8.8333 347.6667 0.0000 3.5000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 338.8333 1.0000 0.0000 15.3333 3.6667 0.0000 None
0811 3.0000 12.0000 345.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 305.3333 27.8333 0.0000 15.0000 6.1667 5.6667 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 10.5000 349.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 2.8333 354.6667 2.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 0.6667 359.0000 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 1.0000 358.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.6667 0.5000 323.8333 0.6667 0.0000 26.0000 8.3333 0.0000 None
4645o 0.0000 2.5000 357.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 319.6667 1.0000 0.0000 37.0000 1.1667 0.0000 None
3836o 0.0000 358.0000 2.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635o 13.1667 12.1667 334.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217o 3.1667 4.6667 352.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 266.0000 70.0000 0.1667 0.0000 23.8333 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 348.5000 0.0000 0.0000 0.0000 10.5000 0.0000 None
1918o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.1667 1.0000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 4.5000 18.8333 336.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.1667 1.5000 311.8333 1.0000 2.8333 21.3333 21.3333 0.0000 None
1009o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.8333 0.3333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 5.5000 354.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 338.3333 0.1667 0.0000 20.1667 0.1667 0.0000 None
0604o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.1667 1.0000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.1667 1.0000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 7.1667 2.6667 350.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.6667 0.5000 336.0000 0.0000 0.0000 0.0000 22.8333 0.0000 None
0302o 8.0000 11.1667 340.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 227.3333 107.1667 0.0000 21.3333 3.0000 0.0000 None
14a14bo 0.5000 2.0000 357.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
14a14bu 0.0000 0.0000 317.8333 6.6667 0.0000 34.6667 0.8333 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 352.1667 353.2944 0.0000 0.0000
5047 22.1667 22.1667 0.0000 0.0000
5114b 20.3889 20.3889 323.8444 0.0000
4342 352.0278 353.1389 0.0000 0.0000
3736 36.8958 36.8958 146.0625 0.0000
3534 345.8056 345.9722 0.0000 0.0000
3422 20.8611 20.8889 309.3750 0.0000
3130 32.5000 32.5278 161.2083 0.0000
3024 0.0000 0.0000 321.1917 0.0000
3036 0.0000 17.4653 0.0000 0.0000
2827 0.1944 1.0486 31.3333 0.0000
2726 352.7917 354.7917 0.0000 0.0000
2629 6.1944 6.4375 0.0000 0.0000
2930 32.6458 32.7778 0.0000 0.0000
2725 0.0000 0.0000 334.6806 0.0000
2524 12.5238 12.5476 333.1944 0.0000
2422 317.6181 332.7292 62.3750 0.0000
L575 16.5000 16.5000 0.0000 0.0000
2117 1.8056 19.7222 323.6111 0.0000
1714B 0.0000 16.2153 0.0000 0.0000
1716 267.8167 271.0625 297.2500 0.0000
1615 245.3486 317.4583 0.0000 0.0000
1614A 0.0000 4.8972 0.0000 0.0000
4514B 27.1528 345.0417 319.5347 0.0000
4515 312.3333 314.5833 19.2083 0.0000
1502 0.9375 1.4722 24.1250 0.0000
14A13 315.9583 316.1667 0.0000 0.0000
1312 326.4444 338.5556 0.2500 0.0000
1211 337.8024 352.8375 0.0000 0.0000
1103 45.4167 56.1111 0.0000 0.0000
0912 352.4583 352.4583 0.0000 0.0000
0908 335.6181 338.8958 0.0000 0.0000
0811 347.4167 347.4444 0.0833 0.0000
0804 331.9125 338.4444 0.0000 0.0000
0201 9.0573 13.2575 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 35.0417 35.0833 0.0000 0.0000
4250 71.1667 71.1667 0.0000 0.0000
5338 357.8958 358.9958 1.1000 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 347.3611 347.7153 2.6667 0.0000
4746u 0.9583 318.3750 321.6667 0.0000
4645o 352.6389 352.6389 0.0000 0.0000
4645u 319.5833 319.5833 5.1250 0.0000
3836o 357.8750 357.8750 0.0000 0.0000
3635o 0.0000 0.0000 324.0278 0.0000
2217o 4.4910 6.2965 0.0000 0.0000
2217u 0.0000 0.0000 8.6389 0.0000
2019o 8.2861 8.3417 346.3181 0.0000
2019u 318.7167 341.9444 347.0944 0.0000
1918o 350.0926 350.0926 0.0000 0.0000
1918u 333.9722 334.2569 332.8722 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 305.5833 330.2153 0.3264 0.0000
1009o 349.9444 349.9444 0.0000 0.0000
1009u 337.5000 340.0833 295.5278 0.0000
0706o 353.2500 353.3611 0.0000 0.0000
0706u 332.5833 337.4583 1.1389 0.0000
0604o 0.1944 0.1944 353.9271 0.0000
0604u 335.0764 337.1556 336.6806 0.0000
0504o 349.2500 349.3056 3.8889 0.0000
0504u 336.0694 337.2778 2.2375 0.0000
0403o 0.0000 0.0000 0.3750 0.0000
0403u 60.0278 72.1944 314.7292 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 230.4833 335.9042 0.0000 0.0000
14a14bo 20.6667 20.6667 0.2222 0.0000
14a14bu 314.8750 317.2292 0.2083 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
5453 0.1845 0.2158 0.1845 0.0435 0.0518 0.0435 0.2355 0.2399 0.2355 15.5449 15.8343 15.5449 0.0290
5047 0.1565 0.5353 0.1565 0.0002 0.4380 0.0002 0.0012 0.8182 0.0012 0.0546 38.4554 0.0546 0.0835
5114b 0.0466 0.1595 0.0466 0.0000 0.1007 0.0000 0.0007 0.6315 0.0007 0.0346 31.5772 0.0346 0.0644
4342 0.1883 0.2247 0.1883 0.0464 0.0484 0.0464 0.2465 0.2154 0.2465 13.5592 11.8491 13.5592 0.0265
3736 0.0259 0.1079 0.0259 0.0037 0.1482 0.0037 0.1437 1.3735 0.1437 7.1849 68.6757 7.1849 0.2319
3534 0.1341 0.8560 0.1341 0.0002 1.3814 0.0002 0.0017 1.6139 0.0017 0.0169 16.1385 0.0169 0.1647
3422 0.1502 0.7063 0.1502 0.0006 1.3698 0.0006 0.0039 1.9395 0.0039 0.1567 77.5784 0.1567 0.1979
3130 0.0271 0.1274 0.0271 0.0000 0.2341 0.0000 0.0009 1.8376 0.0009 0.0474 101.0704 0.0474 0.0928
3036 0.1335 0.4807 0.1335 0.0543 0.9406 0.0543 0.4067 1.9568 0.4067 7.3203 35.2225 7.3203 0.2989
2827 0.0000 1.0952 0.0000 0.0000 0.2695 0.0000 0.0000 0.2461 0.0000 0.0000 12.3055 0.0000 0.0861
2726 0.0507 0.2070 0.0507 0.0001 0.5268 0.0001 0.0021 2.5452 0.0021 0.0207 25.4519 0.0207 0.1285
2629 0.1600 0.4225 0.1600 0.0117 0.5099 0.0117 0.0733 1.2070 0.0733 3.2973 54.3151 3.2973 0.2074
2930 0.1654 0.7650 0.1654 0.0120 0.9221 0.0120 0.0728 1.2053 0.0728 3.4961 57.8566 3.4961 0.2072
L575 0.0000 0.3073 0.0000 0.0000 0.4897 0.0000 0.0000 1.5932 0.0000 0.0000 95.5900 0.0000 0.1794
2117 0.0236 0.1249 0.0236 0.0001 0.2256 0.0001 0.0028 1.8057 0.0028 0.0283 18.0573 0.0283 0.1843
1714B 0.2352 0.6550 0.1859 0.3204 1.3739 0.0682 1.3619 2.0974 0.3671 38.1333 58.7280 10.2792 0.3160
4514B 0.1819 0.6660 0.1035 0.1425 0.8313 0.0082 0.7834 1.2483 0.0795 18.8027 29.9588 1.9084 0.2125
14A13 0.3867 0.6418 0.2764 0.3436 2.9864 0.0089 0.8886 4.6530 0.0324 8.8858 46.5297 0.3237 1.1471
1312 0.2078 0.5274 0.6564 0.0622 2.6710 0.6108 0.2991 5.0644 0.9305 4.1875 70.9020 13.0268 0.8427
1211 0.0000 0.3545 0.0000 0.0000 3.1477 0.0000 0.0000 8.8781 0.0000 0.0000 328.4895 0.0000 0.9246
1103 0.2491 0.4871 0.5540 0.6198 2.5284 0.2074 2.4887 5.1911 0.3744 87.1035 181.6885 13.1041 0.9644
0912 0.0069 0.0511 0.0069 0.0000 0.0980 0.0000 0.0019 1.9163 0.0019 0.1051 105.3961 0.1051 0.1955
0811 0.0179 0.1324 0.0179 0.0000 0.2161 0.0000 0.0014 1.6319 0.0014 0.0763 89.7540 0.0763 0.1665
0201 0.1296 1.3058 0.1187 0.2469 5.3042 0.0792 1.9052 4.0619 0.6668 19.0525 40.6191 6.6679 0.9214
5248 0.3263 0.3771 0.3263 0.0673 0.0974 0.0673 0.2062 0.2583 0.2062 11.9610 14.9793 11.9610 0.0308
4845 0.0969 0.3313 0.0969 0.0002 0.3430 0.0002 0.0019 1.0354 0.0019 0.1116 62.1216 0.1116 0.1056
4250 0.1665 0.1820 0.1665 0.1180 0.0739 0.1180 0.7084 0.4059 0.7084 41.0890 23.5440 41.0890 0.0456
5338 0.0911 0.0978 0.0911 0.0518 0.0498 0.0518 0.5692 0.5089 0.5692 44.3979 39.6915 44.3979 0.0559
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 1.0140 0.0000 0.0000 0.4369 0.0000 0.0000 0.4308 0.0000 0.0000 10.7705 0.0000 0.1125
4645o 0.0416 0.6219 0.0262 0.0022 0.4315 0.0000 0.0524 0.6938 0.0004 1.7302 22.8956 0.0118 0.1449
3836o 0.0335 0.1352 0.0335 0.0056 0.2014 0.0056 0.1670 1.4888 0.1670 6.6798 59.5536 6.6798 0.2418
3635o 0.5875 0.7420 0.6166 0.3660 0.5351 0.4531 0.6229 0.7212 0.7348 12.4588 14.4235 14.6952 0.0939
2217o 0.3438 1.3519 0.1312 0.1984 1.0154 0.0002 0.5771 0.7511 0.0016 20.1993 26.2882 0.0556 0.2434
2019o 0.0973 0.5955 0.0973 0.0000 0.3366 0.0000 0.0004 0.5652 0.0004 0.0125 16.9572 0.0125 0.0577
1918o 0.0444 0.2531 0.0444 0.0038 0.2485 0.0011 0.0864 0.9819 0.0242 9.4986 108.0098 2.6629 0.1800
1817o 0.1577 0.6678 0.1576 0.0645 0.9132 0.0141 0.4088 1.3675 0.0897 8.9942 30.0848 1.9734 0.2270
1009o 0.1574 0.4374 0.1574 0.0011 0.0529 0.0011 0.0070 0.1210 0.0070 0.3514 6.0499 0.3514 0.0242
0706o 0.1571 0.4367 0.1571 0.0057 0.1200 0.0057 0.0362 0.2748 0.0362 1.0873 8.2435 1.0873 0.0550
0604o 0.5012 1.3932 0.5012 0.0331 0.5171 0.0331 0.0661 0.3712 0.0661 3.7697 21.1577 3.7697 0.0742
0504o 0.1399 0.3889 0.1399 0.0044 0.0990 0.0044 0.0311 0.2546 0.0311 1.9594 16.0367 1.9594 0.0509
0403o 0.1275 0.7457 0.1275 0.0000 0.5085 0.0000 0.0003 0.6820 0.0003 0.0069 13.6390 0.0069 0.0696
0302o 0.5551 0.5882 0.7280 0.1400 0.8410 1.5725 0.2521 1.4297 2.1601 2.5214 14.2969 21.6011 0.1787
14a14bo 0.2559 0.3590 0.2565 0.6169 1.3160 0.7143 2.4112 3.6655 2.7848 24.1118 36.6545 27.8483 0.2591
*========================================================*
| 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 0.3722 0.4435 0.3722 1.1879 0.09620 34.904 0.3722 0.4435 0.3722 1.1879 0.09620 34.904 0.0000 0.0000 0.0000 None
5047 .001854 4.4656 .001854 4.4693 0.07217 9.9278 .001854 4.4656 .001854 4.4693 0.07217 9.9278 0.0000 0.0000 0.0000 None
5114b .000929 2.9004 .000929 2.9022 0.07852 9.9215 .000929 2.9004 .000929 2.9022 0.07852 9.9215 0.0000 0.0000 0.0000 None
4342 0.3555 0.3707 0.3555 1.0816 0.09669 39.903 0.3555 0.3707 0.3555 1.0816 0.09669 39.903 0.0000 0.0000 0.0000 None
3736 0.5267 20.957 0.5267 22.011 0.3741 14.626 0.5267 20.957 0.5267 22.011 0.3741 14.626 0.0000 0.0000 0.0000 None
3534 .002280 13.853 .002280 13.858 0.07942 9.9206 .002280 13.853 .002280 13.858 0.07942 9.9206 0.0000 0.0000 0.0000 None
3422 .006285 14.637 .006285 14.649 0.06042 9.9396 .006285 14.637 .006285 14.649 0.06042 9.9396 0.0000 0.0000 0.0000 None
3130 .001073 10.763 .001073 10.765 0.08144 19.919 .001073 10.763 .001073 10.765 0.08144 19.919 0.0000 0.0000 0.0000 None
3036 2.1466 37.197 2.1466 41.490 0.7806 19.219 2.1466 37.197 2.1466 41.490 0.7806 19.219 0.0000 0.0000 0.0000 None
2827 0.0000 1.4954 0.0000 1.4954 3.5385 11.461 0.0000 1.4954 0.0000 1.4954 3.5385 11.461 0.0000 0.0000 0.0000 None
2726 .006445 32.414 .006445 32.426 0.06786 19.932 .006445 32.414 .006445 32.426 0.06786 19.932 0.0000 0.0000 0.0000 None
2629 0.2184 9.5002 0.2184 9.9371 3.7270 16.273 0.2184 9.5002 0.2184 9.9371 3.7270 16.273 0.0000 0.0000 0.0000 None
2930 0.2167 16.587 0.2167 17.021 3.7335 16.267 0.2167 16.587 0.2167 17.021 3.7335 16.267 0.0000 0.0000 0.0000 None
L575 0.0000 7.0934 0.0000 7.0934 1.1196 18.880 0.0000 7.0934 0.0000 7.0934 1.1196 18.880 0.0000 0.0000 0.0000 None
2117 .008660 29.235 .008660 29.253 0.06929 9.9307 .008660 29.235 .008660 29.253 0.06929 9.9307 0.0000 0.0000 0.0000 None
1714B 9.7373 41.758 2.0742 53.569 0.07888 23.271 9.7373 41.758 2.0742 53.569 0.07888 23.271 0.0000 0.0000 0.0000 None
4514B 3.0142 17.584 0.1741 20.772 0.07987 21.294 3.0142 17.584 0.1741 20.772 0.07987 21.294 0.0000 0.0000 0.0000 None
14A13 2.9154 25.338 0.07590 28.329 7.2868 21.376 2.9154 25.338 0.07590 28.329 7.2868 21.376 0.0000 0.0000 0.0000 None
1312 0.6061 26.042 5.9551 32.603 12.626 34.373 0.6061 26.042 5.9551 32.603 12.626 34.373 0.0000 0.0000 0.0000 None
1211 0.0000 43.645 0.0000 43.645 12.274 30.450 0.0000 43.645 0.0000 43.645 12.274 30.450 0.0000 0.0000 0.0000 None
1103 7.7019 31.419 2.5772 41.698 14.849 40.014 7.7019 31.419 2.5772 41.698 14.849 40.014 0.0000 0.0000 0.0000 None
0912 .001936 14.346 .001936 14.350 0.08045 9.9196 .001936 14.346 .001936 14.350 0.08045 9.9196 0.0000 0.0000 0.0000 None
0811 .001261 10.976 .001261 10.979 0.08335 9.9167 .001261 10.976 .001261 10.979 0.08335 9.9167 0.0000 0.0000 0.0000 None
0201 3.5960 77.263 1.1530 82.012 16.656 40.010 3.5960 77.263 1.1530 82.012 16.656 40.010 0.0000 0.0000 0.0000 None
5248 0.3465 0.5014 0.3465 1.1943 0.09583 29.904 0.3465 0.5014 0.3465 1.1943 0.09583 29.904 0.0000 0.0000 0.0000 None
4845 .003473 6.6110 .003473 6.6179 0.06478 9.9352 .003473 6.6110 .003473 6.6179 0.06478 9.9352 0.0000 0.0000 0.0000 None
4250 1.7016 1.0655 1.7016 4.4686 0.09288 49.907 1.7016 1.0655 1.7016 4.4686 0.09288 49.907 0.0000 0.0000 0.0000 None
5338 1.6176 1.5528 1.6176 4.7880 0.09082 34.909 1.6176 1.5528 1.6176 4.7880 0.09082 34.909 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 0.0000 0.0000 10.000 10.000 0.0000 0.0000 0.0000 0.0000 10.000 10.000 0.0000 0.0000 0.0000 None
4746o 0.0000 3.1298 0.0000 3.1298 10.920 19.080 0.0000 3.1298 0.0000 3.1298 10.920 19.080 0.0000 0.0000 0.0000 None
4645o 0.03339 6.6068 .000143 6.6403 0.09865 19.247 0.03339 6.6068 .000143 6.6403 0.09865 19.247 0.0000 0.0000 0.0000 None
3836o 0.6551 23.587 0.6551 24.897 2.6195 17.381 0.6551 23.587 0.6551 24.897 2.6195 17.381 0.0000 0.0000 0.0000 None
3635o 2.1989 3.2151 2.7222 8.1362 0.08980 41.808 2.1989 3.2151 2.7222 8.1362 0.08980 41.808 0.0000 0.0000 0.0000 None
2217o 2.3388 11.970 .002454 14.311 0.09905 15.026 2.3388 11.970 .002454 14.311 0.09905 15.026 0.0000 0.0000 0.0000 None
2019o .000507 4.2190 .000507 4.2200 0.08558 9.9144 .000507 4.2190 .000507 4.2200 0.08558 9.9144 0.0000 0.0000 0.0000 None
1918o 0.1817 11.786 0.05093 12.019 6.5812 20.311 0.1817 11.786 0.05093 12.019 6.5812 20.311 0.0000 0.0000 0.0000 None
1817o 1.4449 20.471 0.3168 22.232 1.5028 21.162 1.4449 20.471 0.3168 22.232 1.5028 21.162 0.0000 0.0000 0.0000 None
1009o 0.01058 0.5062 0.01058 0.5273 1.9192 8.0808 0.01058 0.5062 0.01058 0.5273 1.9192 8.0808 0.0000 0.0000 0.0000 None
0706o 0.09424 1.9860 0.09424 2.1745 1.1810 8.8190 0.09424 1.9860 0.09424 2.1745 1.1810 8.8190 0.0000 0.0000 0.0000 None
0604o 0.2101 3.2783 0.2101 3.6986 0.7183 9.2817 0.2101 3.2783 0.2101 3.6986 0.7183 9.2817 0.0000 0.0000 0.0000 None
0504o 0.07685 1.7483 0.07685 1.9020 1.2782 8.7218 0.07685 1.7483 0.07685 1.9020 1.2782 8.7218 0.0000 0.0000 0.0000 None
0403o .000222 2.5638 .000222 2.5643 0.09006 9.9099 .000222 2.5638 .000222 2.5643 0.09006 9.9099 0.0000 0.0000 0.0000 None
0302o 2.5164 15.120 28.272 45.908 26.178 53.011 2.5164 15.120 28.272 45.908 26.178 53.011 0.0000 0.0000 0.0000 None
14a14bo 18.380 39.209 21.281 78.871 2.5059 56.123 18.380 39.209 21.281 78.871 2.5059 56.123 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 8.9250 7.0343 66.0000 17.5000 17.4038 17.4038 5.0000 17.4038 17.4038 5.0000 34.8076 34.8076
5047 5.7642 4.7080 47.0000 9.9000 9.8278 9.8278 9.8000 0.0278 0.0278 0.0000 9.8557 9.8557
5114b 4.8233 3.1215 50.0000 9.9000 9.8215 9.8215 9.8000 0.0215 0.0215 0.0000 9.8430 9.8430
4342 9.2232 7.3307 55.0000 20.0000 19.9033 19.9033 5.0000 19.9033 19.9033 5.0000 39.8066 39.8066
3736 7.0725 5.8753 50.0000 11.4000 11.0259 11.0259 7.9000 3.2259 3.2259 0.1000 14.2519 14.2519
3534 4.3670 4.2625 10.0000 9.9000 9.8206 9.8206 9.8000 0.0206 0.0206 0.0000 9.8412 9.8412
3422 4.2625 3.6447 40.0000 9.9000 9.8396 9.8396 9.8000 0.0396 0.0396 0.0000 9.8792 9.8792
3130 7.5261 5.8753 55.0000 19.9000 19.8186 19.8186 19.8000 0.0186 0.0186 0.0000 19.8371 19.8371
3036 5.8753 5.8660 18.0000 14.0000 13.2194 13.2194 8.1000 5.2194 5.2194 0.1000 18.4389 18.4389
2827 8.3864 6.7857 50.0000 11.4000 7.8615 7.8615 7.9000 0.0615 0.0615 0.1000 7.9230 7.9230
2726 6.7372 6.7405 10.0000 19.9000 19.8321 19.8321 19.8000 0.0321 0.0321 0.0000 19.8643 19.8643
2629 6.7405 6.5570 45.0000 14.0000 10.2730 10.2730 8.1000 2.2730 2.2730 0.1000 12.5461 12.5461
2930 6.5570 5.8753 48.0000 14.0000 10.2665 10.2665 8.1000 2.2665 2.2665 0.1000 12.5331 12.5331
L575 4.8372 3.6447 60.0000 10.0000 8.8804 8.8804 9.9000 8.8804 8.8804 9.9000 17.7608 17.7608
2117 3.1619 3.1615 10.0000 9.9000 9.8307 9.8307 9.8000 0.0307 0.0307 0.0000 9.8614 9.8614
1714B 3.1615 3.1215 28.0000 19.0000 18.9211 18.9211 8.1000 4.2711 4.2711 0.1000 23.1922 23.1922
4514B 3.6620 3.1215 24.0000 19.0000 18.9201 18.9201 8.1000 2.2943 2.2943 0.1000 21.2145 21.2145
14A13 2.6966 2.8960 10.0000 13.6000 6.3132 6.3132 1.6000 7.7756 7.7756 6.4000 14.0888 14.0888
1312 2.6966 2.5373 14.0000 19.0000 6.3738 6.3738 3.1000 15.3726 15.3726 6.6000 21.7464 21.7464
1211 2.5373 2.3421 37.0000 16.9000 4.6261 4.6261 5.5000 13.5502 13.5502 13.6000 18.1763 18.1763
1103 2.3421 2.0123 35.0000 33.1000 18.2510 18.2510 3.8000 6.9136 6.9136 3.9000 25.1646 25.1646
0912 3.5290 2.5373 55.0000 9.9000 9.8196 9.8196 9.8000 0.0196 0.0196 0.0000 9.8391 9.8391
0811 3.0527 2.3421 55.0000 9.9000 9.8167 9.8167 9.8000 0.0167 0.0167 0.0000 9.8333 9.8333
0201 1.9713 1.8528 10.0000 33.1000 16.4442 16.4442 3.8000 6.9100 6.9100 2.0000 23.3542 23.3542
5248 7.0343 4.8265 58.0000 15.0000 14.9042 14.9042 5.0000 14.9042 14.9042 5.0000 29.8083 29.8083
4845 4.6596 3.6620 60.0000 9.9000 9.8352 9.8352 9.8000 0.0352 0.0352 0.0000 9.8704 9.8704
4250 7.3307 5.7642 58.0000 25.0000 24.9071 24.9071 5.0000 24.9071 24.9071 5.0000 49.8142 49.8142
5338 8.5254 6.0961 78.0000 17.5000 17.4092 17.4092 5.0000 17.4092 17.4092 5.0000 34.8184 34.8184
3851 6.0961 4.8233 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.7080 4.1179 25.0000 19.0000 8.0803 8.0803 8.1000 0.0803 0.0803 0.1000 8.1607 8.1607
4645o 4.1179 3.6620 33.0000 19.0000 18.9013 18.9013 8.1000 0.2470 0.2470 0.1000 19.1483 19.1483
3836o 6.0961 5.8660 40.0000 14.0000 11.3805 11.3805 8.1000 3.3805 3.3805 0.1000 14.7611 14.7611
3635o 5.8660 5.2913 20.0000 19.6000 19.5102 19.5102 5.2000 22.2081 22.2081 6.5000 41.7183 41.7183
2217o 3.6447 3.1920 35.0000 11.0000 10.9010 10.9010 0.1000 4.0257 4.0257 4.0000 14.9267 14.9267
2019o 7.0352 6.0863 30.0000 9.9000 9.8144 9.8144 9.8000 0.0144 0.0144 0.0000 9.8288 9.8288
1918o 6.0863 3.2401 110.0000 19.0000 12.4188 12.4188 8.1000 1.3108 1.3108 0.1000 13.7295 13.7295
1817o 3.2401 3.1615 22.0000 19.0000 17.4972 17.4972 8.1000 2.1618 2.1618 0.1000 19.6590 19.6590
1009o 4.6202 3.5290 50.0000 7.5000 5.5808 5.5808 5.0000 0.5808 0.5808 0.0000 6.1616 6.1616
0706o 5.0373 4.5743 30.0000 7.5000 6.3190 6.3190 5.0000 1.3190 1.3190 0.0000 7.6379 7.6379
0604o 4.5743 2.8741 57.0000 7.5000 6.7817 6.7817 5.0000 1.7817 1.7817 0.0000 8.5634 8.5634
0504o 4.3299 2.8734 63.0000 7.5000 6.2218 6.2218 5.0000 1.2218 1.2218 0.0000 7.4437 7.4437
0403o 2.8734 2.0649 20.0000 9.9000 9.8099 9.8099 9.8000 0.0099 0.0099 0.0000 9.8199 9.8199
0302o 2.0123 1.9713 10.0000 37.0000 10.8218 10.8218 8.0000 16.0113 16.0113 0.0000 26.8331 26.8331
14a14bo 3.1215 2.8960 10.0000 28.0000 25.4941 25.4941 8.0000 28.1227 28.1227 8.0000 53.6168 53.6168
*=========================================================*
| 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 0.1387 139.5675 0.1972 0.8548 ## N54 8.9000 8.9250
5047 0.4383 536.6891 0.5401 3.8391 ## N53 8.5000 8.5254
5114b 0.1008 89.3804 0.4039 2.0444 ## N52 7.0000 7.0343
4342 0.1413 136.5428 0.1997 0.6371 ## N38 5.0000 6.0961
3736 0.1556 143.6853 0.7436 17.7179 ## N51 3.8000 4.8233
3534 1.3819 740.9325 0.8548 16.1469 ## N48 3.6000 4.6596
3422 1.3709 749.3371 0.7147 27.4454 ## N50 4.7000 5.7642
3130 0.2342 215.6088 0.4031 9.4425 ## N47 3.6000 4.7080
3024 0.4502 1109.4441 2.9623 8.2067 ## N46 3.0000 4.1179
3036 1.0492 168.5498 0.3785 50.6393 ## N45 2.5000 3.6620
2827 0.2695 242.1434 1.0871 0.6642 ## N43 9.2000 9.2232
2726 0.5270 288.0719 0.2265 24.5742 ## N42 7.3000 7.3307
2629 0.5334 339.7673 0.3943 57.1745 ## N37 7.0000 7.0725
2930 0.9462 738.1866 0.9629 21.4459 ## N36 4.4700 5.8660
2725 0.2606 382.2332 2.3889 3.3401 ## N35 3.2000 4.3670
2524 0.2530 376.9087 2.4511 5.9705 ## N34 4.1000 4.2625
2422 0.6599 1492.6605 2.3281 11.2245 ## N31 7.5000 7.5261
L575 0.4897 368.0634 0.5396 17.5555 ## N30 4.2000 5.8753
2117 0.2257 207.4240 0.4628 18.3001 ## N29 6.4000 6.5570
1714B 1.7625 699.2031 0.4608 107.4649 ## N28 8.3000 8.3864
1716 2.0621 3829.0569 2.3711 26.0971 ## N27 5.3500 6.7372
1615 1.2166 2694.0903 2.7374 12.4757 ## N26 6.5000 6.7405
1614A 0.8491 1137.4273 1.9148 4.6313 ## N25 4.8700 5.7127
4514B 0.9821 889.6053 0.9544 21.2000 ## N24 2.5900 4.1981
4515 0.1742 507.4877 2.4359 2.2794 ## N23 4.7000 4.8372
1502 1.3665 3203.2954 2.7097 49.9035 ## N22 1.8600 3.6447
14A13 -3.3389 -2845.7962 -0.5979 50.2533 ## N21 2.0000 3.1619
1312 3.3439 2851.8924 0.5564 88.5073 ## N20 6.0000 7.0352
1211 3.1477 2813.2884 0.3580 332.5563 ## N19 4.5000 6.0863
1103 3.3557 3351.0048 0.4163 277.3146 ## N18 1.9000 3.2401
0912 0.0980 36.7729 0.0583 40.4655 ## N17 1.7500 3.1615
0908 0.1339 180.0392 1.1998 5.5956 ## N16 1.3400 3.1651
0811 0.2161 98.7848 0.4052 27.7720 ## N15 1.2100 2.4845
0804 0.2382 277.2823 1.4885 8.1488 ## N14B 1.8000 3.1215
0201 5.6302 8498.8963 1.3700 66.5967 ## N14A 1.6000 2.8960
5248 0.2320 287.6105 0.3469 0.4541 ## N13 1.8600 2.6966
4845 0.3433 415.7637 0.3312 9.2549 ## N12 1.6800 2.5373
4250 0.3098 322.8584 0.1732 4.2792 ## N11 1.3400 2.3421
5338 0.1535 155.6182 0.1080 4.7645 ## N10 3.6000 4.6202
3851 0.0000 0.0000 0.0000 0.0761 ## N9 2.5000 3.5290
4746o 0.4369 297.8654 1.0239 2.1302 ## N8 2.0000 3.0527
4746u 0.1018 467.9162 1.4269 2.3805 ## N7 4.0000 5.0373
4645o 0.4337 309.2195 0.5993 8.0891 ## N6 3.5000 4.5743
4645u 0.0990 459.1384 1.3766 3.1985 ## N5 3.3000 4.3299
3836o 0.2125 359.6553 0.1230 48.3777 ## N4 1.7000 2.8734
3635o 1.3542 697.0246 0.6514 6.6246 ## N3 1.1000 2.0123
2217o 1.2140 648.7747 1.0388 24.9831 ## N2 1.0500 1.9713
2217u 1.0267 2110.2105 2.3119 16.1934 ## N1 0.9300 1.8528
2019o 0.3367 124.7427 0.7590 1.4771 ##
2019u 0.4259 538.1432 2.6643 4.8435 ##
1918o 0.2535 58.6332 0.2375 9.0413 ##
1918u 0.8520 1135.2984 2.9858 16.1658 ##
1817o 0.9918 737.3254 0.5796 40.4400 ##
1817u 0.6197 740.6383 2.1829 6.4993 ##
1009o 0.0551 12.6109 0.4084 0.1790 ##
1009u 0.1840 203.8377 1.6509 5.2230 ##
0706o 0.1314 61.7010 0.3781 1.5717 ##
0706u 0.0880 134.7261 1.2317 2.1554 ##
0604o 0.5834 314.8754 1.1585 1.2517 ##
0604u 0.3050 504.3876 2.7421 4.1584 ##
0504o 0.1077 41.1959 0.4889 0.9842 ##
0504u 0.1357 169.3358 1.8948 3.3251 ##
0403o 0.5086 146.7889 0.7451 1.1004 ##
0403u 1.1857 1571.6369 2.8450 9.1490 ##
0302o 2.5535 1487.9623 0.6648 37.9184 ##
0302u 0.7580 3598.8394 0.8409 26.8184 ##
14a14bo 2.6472 1480.5677 0.3974 69.2057 ##
14a14bu 0.1451 222.4228 2.0268 0.7218 ##
FREE # 1 5.6849 8501.1909 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 0.1387 139.5675
N50 N47 0.4383 536.6891
N51 N14B 0.1008 89.3804
N43 N42 0.1413 136.5428
N37 N30 0.1556 143.6853
N35 N34 1.3819 740.9325
N34 N22 1.3709 749.3371
N31 N30 0.2342 215.6088
N30 N24 0.4502 1109.4441
N30 N36 1.0492 168.5498
N28 N27 0.2695 242.1434
N27 N26 0.5270 288.0719
N26 N29 0.5334 339.7673
N29 N30 0.9462 738.1866
N27 N25 0.2606 382.2332
N25 N24 0.2530 376.9087
N24 N22 0.6599 1492.6605
N23 N22 0.4897 368.0634
N21 N17 0.2257 207.4240
N17 N14B 1.7625 699.2031
N17 N16 2.0621 3829.0569
N16 N15 1.2166 2694.0903
N16 N14A 0.8491 1137.4273
N45 N14B 0.9821 889.6053
N45 N15 0.1742 507.4877
N15 N2 1.3665 3203.2954
N13 N14A 3.3389 2845.7962
N13 N12 3.3439 2851.8924
N12 N11 3.1477 2813.2884
N11 N3 3.3557 3351.0048
N9 N12 0.0980 36.7729
N9 N8 0.1339 180.0392
N8 N11 0.2161 98.7848
N8 N4 0.2382 277.2823
N2 N1 5.6302 8498.8963
N52 N48 0.2320 287.6105
N48 N45 0.3433 415.7637
N42 N50 0.3098 322.8584
N53 N38 0.1535 155.6182
N47 N46 0.6396 765.7816
N46 N45 0.6297 768.3579
N38 N36 0.2125 359.6553
N36 N35 1.3542 697.0246
N22 N17 2.1676 2758.9852
N20 N19 0.6417 662.8860
N19 N18 1.1051 1193.9316
N18 N17 1.2733 The text continues on section 5.