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e1y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:31.
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 27.3000 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 1780 540 N54#2 1744 540 N52#1 2004 540
N52#2 3580 1080 N48#1 2004 540 N48#2 1748 540
N43#1 1752 540 N43#2 1752 540 N42#1 2004 540
N42#2 1744 540 N50#1 2008 540 N50#2 1748 540
N47#1 1784 540 N47#2 3504 1080 N45#1 1784 540
N45#2 3512 1080 N53#1 1624 540 N53#2 1748 540
N38#1 1760 540 N38#2 1744 540 N37#1 1764 540
N37#2 3532 1080 N31#1 1764 540 N31#2 3532 1080
N28#1 1764 540 N28#2 3536 1080 N27#1 1756 540
N27#2 3504 1080 N35#1 1780 540 N35#2 1780 540
N23#1 1760 540 N23#2 3544 1080 N22#1 1756 540
N22#2 1752 540 N21#1 1752 540 N21#2 3524 1080
N20#1 1732 540 N20#2 1632 540 N19#1 1768 540
N19#2 3472 1080 N18#1 1752 540 N18#2 3492 1080
N17#1 1768 540 N17#2 3528 1080 N10#1 1760 540
N10#2 1740 540 N8#1 1760 540 N8#2 1736 540
N7#1 1760 540 N7#2 1736 540 N6#1 1744 540
N6#2 1700 540 N5#1 1760 540 N5#2 1740 540
N4#1 1760 540 N4#2 1736 540 N11#1 1700 540
N11#2 3504 1080 N2#1 1752 540 N2#2 3508 1080
N26#1 1752 540 N26#2 1720 540 N29#1 1768 540
N29#2 3508 1080 N30#1 1768 540 N30#2 3544 1080
N36#1 1764 540 N36#2 3532 1080 N51#1 2004 540
N51#2 1752 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 27.3000 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) 3.662841E+03 27.300
Total Infiltration 6.133922E+01 0.457
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 3.602665E+03 26.851
Total Water remaining in Surface Storage 3.318253E+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......... 3.667322E+03 27.333
Total Precipitation + Initial Storage. 3.662841E+03 27.300
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............... -0.1223
****************************************************
* 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.............. 3.602665E+03 26.851
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.................. 3.595254E+03 26.796
Initial Storage + Inflow.................... 3.602665E+03 26.851
Final Storage + Outflow + Diverted GW....... 3.595254E+03 26.796
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.2061
##################################################
# 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).... 27.30000 27.30000 27.30000 27.30000 27.30000 27.30000
Max Intensity (mm/hr).. 127.76400 127.76400 127.76400 127.76400 127.76400 127.76400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 26.50660 0.00000 26.51175 0.00000 26.51240
Total Losses (mm)...... 0.00000 0.77310 0.00000 0.77130 0.00000 0.77105
Remaining Depth (mm)... 0.00000 0.02030 0.00000 0.01695 0.00000 0.01655
Peak Runoff Rate (cms). 0.00000 0.06521 0.00000 0.06409 0.00000 0.06148
Total Impervious Area
---------------------
Total Runoff Depth (mm) 27.37548 0.00000 27.30979 27.42106 27.31072 0.00000
Peak Runoff Rate (cms). 0.00035 0.00000 0.00035 0.00715 0.00035 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 27.37548 0.00000 27.30979 27.42106 27.31072 0.00000
Peak Runoff Rate (cms). 0.00035 0.00001 0.00035 0.00715 0.00035 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) 27.37548 26.50660 27.30979 26.59359 27.31072 26.51240
Peak Runoff Rate (cms). 0.00035 0.06521 0.00035 0.07125 0.00035 0.06148
Unit Runoff (mm/hr).... 128.65386 111.65769 128.82843 115.46209 128.82843 114.44920
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).... 27.30000 27.30000 27.30000 27.30000 27.30000 27.30000
Max Intensity (mm/hr).. 127.76400 127.76400 127.76400 127.76400 127.76400 127.76400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 26.51575 0.00000 26.50392 0.00000 26.51066
Total Losses (mm)...... 0.00000 0.76971 0.00000 0.77394 0.00000 0.77170
Remaining Depth (mm)... 0.00000 0.01454 0.00000 0.02214 0.00000 0.01764
Peak Runoff Rate (cms). 0.00000 0.06647 0.00000 0.08785 0.00000 0.09484
Total Impervious Area
---------------------
Total Runoff Depth (mm) 27.32037 0.00000 27.30534 0.00000 27.30309 0.00000
Peak Runoff Rate (cms). 0.00033 0.00000 0.00035 0.00000 0.00035 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 27.32037 0.00000 27.30534 0.00000 27.30309 0.00000
Peak Runoff Rate (cms). 0.00033 0.00001 0.00035 0.00001 0.00035 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) 27.32037 26.51575 27.30534 26.50392 27.30309 26.51066
Peak Runoff Rate (cms). 0.00033 0.06647 0.00035 0.08785 0.00035 0.09484
Unit Runoff (mm/hr).... 119.53829 116.00190 128.82842 110.34434 128.82842 113.62341
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).... 27.30000 27.30000 27.30000 27.30000 27.30000 27.30000
Max Intensity (mm/hr).. 127.76400 127.76400 127.76400 127.76400 127.76400 127.76400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 26.47846 0.00000 26.48575 0.00000 26.51483
Total Losses (mm)...... 0.00000 0.77969 0.00000 0.77837 0.00000 0.77009
Remaining Depth (mm)... 0.00000 0.04185 0.00000 0.03588 0.00000 0.01508
Peak Runoff Rate (cms). 0.00000 0.07330 0.00000 0.06977 0.00000 0.07419
Total Impervious Area
---------------------
Total Runoff Depth (mm) 27.38601 27.36745 27.39035 27.37110 27.15533 0.00000
Peak Runoff Rate (cms). 0.01277 0.02102 0.01171 0.01938 0.00018 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 27.38601 27.36745 27.39035 27.37110 27.15533 0.00000
Peak Runoff Rate (cms). 0.01277 0.02102 0.01171 0.01938 0.00018 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) 27.38601 26.63848 27.39035 26.64511 27.15533 26.51483
Peak Runoff Rate (cms). 0.01277 0.09433 0.01171 0.08915 0.00018 0.07419
Unit Runoff (mm/hr).... 128.76380 103.75968 128.78681 106.45824 66.21379 115.58020
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).... 27.30000 27.30000 27.30000 27.30000 27.30000 27.30000
Max Intensity (mm/hr).. 127.76400 127.76400 127.76400 127.76400 127.76400 127.76400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 26.50253 0.00000 26.51934 0.00000 26.52094
Total Losses (mm)...... 0.00000 0.77436 0.00000 0.76812 0.00000 0.76736
Remaining Depth (mm)... 0.00000 0.02312 0.00000 0.01254 0.00000 0.01171
Peak Runoff Rate (cms). 0.00000 0.07552 0.00000 0.02948 0.00000 0.04493
Total Impervious Area
---------------------
Total Runoff Depth (mm) 27.33346 0.00000 27.33643 27.37256 27.33641 27.37425
Peak Runoff Rate (cms). 0.01472 0.00000 0.03100 0.01382 0.04547 0.02094
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 27.33346 0.00000 27.33643 27.37256 27.33641 27.37425
Peak Runoff Rate (cms). 0.01472 0.00042 0.03100 0.01382 0.04547 0.02094
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) 27.33346 26.50253 27.33643 26.77530 27.33641 26.77693
Peak Runoff Rate (cms). 0.01472 0.07552 0.03100 0.04329 0.04547 0.06587
Unit Runoff (mm/hr).... 124.26367 109.65842 125.05244 120.89290 125.04712 121.37552
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).... 27.30000 27.30000 27.30000 27.30000 27.30000 27.30000
Max Intensity (mm/hr).. 127.76400 127.76400 127.76400 127.76400 127.76400 127.76400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 26.51884 0.00000 26.48880 0.00000 26.56596
Total Losses (mm)...... 0.00000 0.76835 0.00000 0.77775 0.00000 0.73274
Remaining Depth (mm)... 0.00000 0.01281 0.00000 0.03345 0.00000 0.00130
Peak Runoff Rate (cms). 0.00000 0.05505 0.00000 0.08578 0.00000 0.00732
Total Impervious Area
---------------------
Total Runoff Depth (mm) 27.33667 27.38139 27.32470 27.34424 27.36585 0.00000
Peak Runoff Rate (cms). 0.05239 0.02012 0.06984 0.05677 0.01769 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 27.33667 27.38139 27.32470 27.34424 27.36585 0.00000
Peak Runoff Rate (cms). 0.05239 0.02012 0.06984 0.05677 0.01769 0.00050
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) 27.33667 26.73448 27.32470 26.78820 27.36585 26.56596
Peak Runoff Rate (cms). 0.05239 0.07517 0.06984 0.14255 0.01769 0.00732
Unit Runoff (mm/hr).... 125.11081 120.21402 121.30364 111.28311 128.42487 126.45770
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).... 27.30000 27.30000 27.30000 27.30000 27.30000 27.30000
Max Intensity (mm/hr).. 127.76400 127.76400 127.76400 127.76400 127.76400 127.76400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 26.54215 0.00000 26.51750 0.00000 26.52636
Total Losses (mm)...... 0.00000 0.75376 0.00000 0.76895 0.00000 0.76451
Remaining Depth (mm)... 0.00000 0.00409 0.00000 0.01355 0.00000 0.00913
Peak Runoff Rate (cms). 0.00000 0.09121 0.00000 0.06853 0.00000 0.04924
Total Impervious Area
---------------------
Total Runoff Depth (mm) 27.32878 27.36243 27.32524 0.00000 27.32037 27.34586
Peak Runoff Rate (cms). 0.00034 0.11488 0.00033 0.00000 0.00033 0.06344
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 27.32878 27.36243 27.32524 0.00000 27.32037 27.34586
Peak Runoff Rate (cms). 0.00034 0.11488 0.00033 0.00001 0.00033 0.06344
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) 27.32878 26.99330 27.32524 26.51750 27.32037 26.97709
Peak Runoff Rate (cms). 0.00034 0.20608 0.00033 0.06853 0.00033 0.11268
Unit Runoff (mm/hr).... 122.79651 126.58078 121.51310 116.78702 119.53829 123.94516
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).... 27.30000 27.30000 27.30000 27.30000 27.30000 27.30000
Max Intensity (mm/hr).. 127.76400 127.76400 127.76400 127.76400 127.76400 127.76400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 26.37097 0.00000 26.46855 0.00000 26.46954
Total Losses (mm)...... 0.00000 0.78848 0.00000 0.78120 0.00000 0.78106
Remaining Depth (mm)... 0.00000 0.14055 0.00000 0.05025 0.00000 0.04939
Peak Runoff Rate (cms). 0.00000 0.05808 0.00000 0.11922 0.00000 0.10083
Total Impervious Area
---------------------
Total Runoff Depth (mm) 27.27882 0.00000 27.34451 27.33629 27.31604 27.38869
Peak Runoff Rate (cms). 0.20099 0.00000 0.04327 0.08522 0.02916 0.01525
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 27.27882 0.00000 27.34451 27.33629 27.31604 27.38869
Peak Runoff Rate (cms). 0.20099 0.00569 0.04327 0.08522 0.02916 0.01525
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) 27.27882 26.37097 27.34451 26.77226 27.31604 26.56146
Peak Runoff Rate (cms). 0.20099 0.05808 0.04327 0.20444 0.02916 0.11608
Unit Runoff (mm/hr).... 100.08097 67.36027 126.67011 104.96805 117.62327 97.99481
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).... 27.30000 27.30000 27.30000 27.30000 27.30000 27.30000
Max Intensity (mm/hr).. 127.76400 127.76400 127.76400 127.76400 127.76400 127.76400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 26.50163 0.00000 26.50193 0.00000 26.49368
Total Losses (mm)...... 0.00000 0.77462 0.00000 0.77453 0.00000 0.77667
Remaining Depth (mm)... 0.00000 0.02376 0.00000 0.02354 0.00000 0.02965
Peak Runoff Rate (cms). 0.00000 0.02979 0.00000 0.03314 0.00000 0.02902
Total Impervious Area
---------------------
Total Runoff Depth (mm) 27.34716 27.40870 27.33348 0.00000 27.32965 0.00000
Peak Runoff Rate (cms). 0.00945 0.00390 0.07874 0.00000 0.07460 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 27.34716 27.40870 27.33348 0.00000 27.32965 0.00000
Peak Runoff Rate (cms). 0.00945 0.00390 0.07874 0.00223 0.07460 0.00211
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) 27.34716 26.59234 27.33348 26.50193 27.32965 26.49368
Peak Runoff Rate (cms). 0.00945 0.03369 0.07874 0.03314 0.07460 0.02902
Unit Runoff (mm/hr).... 127.05038 111.17704 124.26965 109.36605 123.08874 105.34115
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).... 27.30000 27.30000 27.30000 27.30000 27.30000 27.30000
Max Intensity (mm/hr).. 127.76400 127.76400 127.76400 127.76400 127.76400 127.76400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 26.49459 0.00000 26.44712 0.00000 26.49932
Total Losses (mm)...... 0.00000 0.77646 0.00000 0.78368 0.00000 0.77525
Remaining Depth (mm)... 0.00000 0.02895 0.00000 0.06920 0.00000 0.02542
Peak Runoff Rate (cms). 0.00000 0.02856 0.00000 0.07013 0.00000 0.03067
Total Impervious Area
---------------------
Total Runoff Depth (mm) 27.32851 0.00000 27.30595 0.00000 27.33169 0.00000
Peak Runoff Rate (cms). 0.07098 0.00000 0.21352 0.00000 0.07670 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 27.32851 0.00000 27.30595 0.00000 27.33169 0.00000
Peak Runoff Rate (cms). 0.07098 0.00201 0.21352 0.00605 0.07670 0.00217
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) 27.32851 26.49459 27.30595 26.44712 27.33169 26.49932
Peak Runoff Rate (cms). 0.07098 0.02856 0.21352 0.07013 0.07670 0.03067
Unit Runoff (mm/hr).... 122.70124 105.78187 112.82346 86.29255 123.73926 108.08455
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).... 27.30000 27.30000 27.30000 27.30000 27.30000 27.30000
Max Intensity (mm/hr).. 127.76400 127.76400 127.76400 127.76400 127.76400 127.76400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 26.49334 0.00000 26.47348 0.00000 26.47832
Total Losses (mm)...... 0.00000 0.77675 0.00000 0.78048 0.00000 0.77971
Remaining Depth (mm)... 0.00000 0.02991 0.00000 0.04603 0.00000 0.04197
Peak Runoff Rate (cms). 0.00000 0.05621 0.00000 0.19554 0.00000 0.08040
Total Impervious Area
---------------------
Total Runoff Depth (mm) 27.32819 0.00000 27.24725 27.40054 27.32037 27.39313
Peak Runoff Rate (cms). 0.15332 0.00000 0.00024 0.02277 0.00033 0.01171
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 27.32819 0.00000 27.24725 27.40054 27.32037 27.39313
Peak Runoff Rate (cms). 0.15332 0.00434 0.00024 0.02277 0.00033 0.01171
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) 27.32819 26.49334 27.24725 26.54765 27.32037 26.56980
Peak Runoff Rate (cms). 0.15332 0.05621 0.00024 0.21831 0.00033 0.09211
Unit Runoff (mm/hr).... 122.59270 105.17801 88.00058 98.81052 119.53829 101.32418
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).... 27.30000 27.30000 27.30000 27.30000 27.30000 27.30000
Max Intensity (mm/hr).. 127.76400 127.76400 127.76400 127.76400 127.76400 127.76400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 26.47679 0.00000 26.50039 0.00000 26.52789
Total Losses (mm)...... 0.00000 0.77996 0.00000 0.77496 0.00000 0.76362
Remaining Depth (mm)... 0.00000 0.04325 0.00000 0.02465 0.00000 0.00848
Peak Runoff Rate (cms). 0.00000 0.00941 0.00000 0.08676 0.00000 0.03623
Total Impervious Area
---------------------
Total Runoff Depth (mm) 27.32051 0.00000 27.34271 27.34165 27.34674 27.38818
Peak Runoff Rate (cms). 0.00758 0.00000 0.04595 0.07300 0.03219 0.01427
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 27.32051 0.00000 27.34271 27.34165 27.34674 27.38818
Peak Runoff Rate (cms). 0.00758 0.00021 0.04595 0.07300 0.03219 0.01427
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) 27.32051 26.47679 27.34271 26.85372 27.34674 26.76017
Peak Runoff Rate (cms). 0.00758 0.00941 0.04595 0.15976 0.03219 0.05050
Unit Runoff (mm/hr).... 119.59964 97.60732 126.37232 115.98806 126.99433 123.02943
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).... 27.30000 27.30000 27.30000 27.30000
Max Intensity (mm/hr).. 127.76400 127.76400 127.76400 127.76400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 26.51762 0.00000 26.52048
Total Losses (mm)...... 0.00000 0.76890 0.00000 0.76758
Remaining Depth (mm)... 0.00000 0.01348 0.00000 0.01194
Peak Runoff Rate (cms). 0.00000 0.03994 0.00000 0.04651
Total Impervious Area
---------------------
Total Runoff Depth (mm) 27.33723 27.37617 27.31407 0.00000
Peak Runoff Rate (cms). 0.03623 0.01627 0.00035 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 27.33723 27.37617 27.31407 0.00000
Peak Runoff Rate (cms). 0.03623 0.01627 0.00035 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 27.33723 26.74943 27.31407 26.52048
Peak Runoff Rate (cms). 0.03623 0.05621 0.00035 0.04651
Unit Runoff (mm/hr).... 125.24515 120.03252 128.82843 118.07442
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity See the original
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Full text of sections 2 to 4 (of 5)
Section 2
(mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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160.000 = =
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| ################## |
| # # |
120.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | ################# # |
| # # |
| # # |
80.000 = # # =
| # # |
| # # |
| # # |
| # # |
| # # |
################## # |
# # |
# # |
# # |
40.000 # # =
# # |
# # |
# ################## |
# ################# |
# # |
# # |
# # |
# # |
# # |
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
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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
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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
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Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 5248
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 5.72 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 10.0 Max Topwidth : 29.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.02E+01 m
" " : 0.045 Beyond Station 20.0 Max left bank area : 1.88 m^2
Max right bank area : 1.88 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4845
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4250
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 9.52 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 20.0 Max Topwidth : 49.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 5.02E+01 m
" " : 0.045 Beyond Station 30.0 Max left bank area : 3.78 m^2
Max right bank area : 3.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5338
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 78.0 meters. Maximum Elevation : 7.69 meters.
Main Channel Length : 78.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 78.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3851
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 42.0 meters. Maximum Elevation : 5.69 meters.
Main Channel Length : 42.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 42.0 meters. Maximum Section Area : 3.82 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 5.0 Max Topwidth : 19.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.02E+01 m
" " : 0.045 Beyond Station 15.0 Max left bank area : 0.93 m^2
Max right bank area : 0.93 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 20.0 meters. Maximum Elevation : 6.17 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 14.87 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.86 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 5.01 m^2
Max right bank area : 5.55 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.30 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14a14bo
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 66.0000 Natural 6.6692 0.0450 34.8760 0.2000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 4342 55.0000 Natural 7.6192 0.0450 39.8760 0.2000
5 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
6 3534 10.0000 Natural 3.9400 0.0350 9.9000 0.4000
7 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
8 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
9 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
10 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
11 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
12 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
13 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
14 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
15 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
16 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
17 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
18 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
19 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
20 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
21 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
22 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
23 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
24 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
25 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
26 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
27 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
28 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
29 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
30 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
31 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
32 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
33 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
34 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
35 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
36 5248 58.0000 Natural 5.7192 0.0450 29.8760 0.2000
37 4845 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
38 4250 58.0000 Natural 9.5192 0.0450 49.8760 0.2000
39 5338 78.0000 Natural 6.6692 0.0450 34.8760 0.2000
40 3851 42.0000 Natural 3.8192 0.0450 19.8760 0.2000
41 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
42 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
43 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
44 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
45 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
46 3635o 20.0000 Natural 14.8725 0.0350 41.8623 0.4000
47 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
48 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
49 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
50 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
51 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
52 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
53 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
54 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
55 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
56 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
57 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
58 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
59 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
60 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
61 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
62 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
63 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
64 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
65 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
66 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
67 14a14bo 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
68 14a14bu 10.0000 Circular 0.0707 0.0130 0.3000 0.3000
Total length of all conduits .... 2717.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5453 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4342 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5248 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4250 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5338 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14a14bu 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.10
5047 0.15
5114b 0.14
4342 0.12
3736 0.17
3534 0.99
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5248 0.12
4845 0.12
4250 0.12
5338 0.09
3851 0.16
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
3836o 0.19
3635o 0.47
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14a14bo 0.98
14a14bu 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.2518E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.1000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.7000 8.5000 0.0000 0.0000 100.0000
3 N52 10.0000 7.2000 7.0000 0.0000 0.0000 100.0000
4 N38 10.0000 6.4000 5.0000 0.0000 0.0000 100.0000
5 N51 10.0000 5.0000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
7 N50 10.0000 5.9000 4.7000 0.0000 0.0000 100.0000
8 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
9 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
10 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
11 N43 10.0000 9.4000 9.2000 0.0000 0.0000 100.0000
12 N42 10.0000 7.5000 7.3000 0.0000 0.0000 100.0000
13 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
14 N36 10.0000 6.1700 4.4700 0.0000 0.0000 100.0000
15 N35 10.0000 5.6000 3.2000 0.0000 0.0000 100.0000
16 N34 10.0000 4.5000 4.1000 0.0000 0.0000 100.0000
17 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
18 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
19 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
20 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
21 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
22 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
23 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
24 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
25 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
26 N22 10.0000 3.9000 1.8600 0.0000 0.0000 100.0000
27 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
28 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
29 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
30 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
31 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
32 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
33 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
34 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
35 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
36 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
37 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
38 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
39 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
40 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
41 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
42 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
43 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
44 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
45 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
46 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
47 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
48 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160933.7350 21464.0650 No Ponding Normal 0 0.0000
2 N53 -161132.8250 14803.0350 No Ponding Normal 0 0.0000
3 N52 -168049.5300 21557.1050 No Ponding Normal 0 0.0000
4 N38 -171342.0350 13776.1850 No Ponding Normal 0 0.0000
5 N51 -183391.7200 13671.2150 No Ponding Normal 0 0.0000
6 N48 -176025.4150 19815.8450 No Ponding Normal 0 0.0000
7 N50 -177291.3350 28776.7250 No Ponding Normal 0 0.0000
8 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
9 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
10 N45 -183781.4150 18191.7850 No Ponding Normal 0 0.0000
11 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
12 N42 -168854.7100 30176.4750 No Ponding Normal 0 0.0000
13 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
14 N36 -171002.6100 8477.4020 No Ponding Normal 0 0.0000
15 N35 -176413.7050 7885.9300 No Ponding Normal 0 0.0000
16 N34 -180869.7350 7741.9235 No Ponding Normal 0 0.0000
17 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
18 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
19 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
20 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
21 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
22 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
23 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
24 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
25 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
26 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
27 N21 -185150.2150 10420.6175 No Ponding Normal 0 0.0000
28 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
29 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
30 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
31 N17 -189367.5450 11390.8700 No Ponding Normal 0 0.0000
32 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
33 N15 -194635.3350 18302.1200 No Ponding Normal 0 0.0000
34 N14B -191784.3100 13315.6200 No Ponding Normal 0 0.0000
35 N14A -195516.3200 13900.7250 No Ponding Normal 0 0.0000
36 N13 -199544.1450 14155.5750 No Ponding Normal 0 0.0000
37 N12 -202640.9100 14379.8100 No Ponding Normal 0 0.0000
38 N11 -207024.4300 14873.4250 No Ponding Normal 0 0.0000
39 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
40 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
41 N8 -207636.5450 6126.5595 No Ponding Normal 0 0.0000
42 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
43 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
44 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
45 N4 -211049.3300 11314.7800 No Ponding Normal 0 0.0000
46 N3 -210711.3350 16862.2550 No Ponding Normal 0 0.0000
47 N2 -213577.0250 20559.9200 No Ponding Normal 0 0.0000
48 N1 -214633.7250 25034.5200 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N52 8.9000 7.0000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 5114b N51 N14B 4.8000 3.0000 No Design
4 4342 N43 N42 9.2000 7.3000 No Design
5 3736 N37 N30 7.0000 5.5200 No Design
6 3534 N35 N34 4.2000 4.1000 No Design
7 3422 N34 N22 4.1000 3.4000 No Design
8 3130 N31 N30 7.5000 5.7000 No Design
9 3024 N30 N24 4.2000 2.8600 No Design
10 3036 N30 N36 5.6200 5.5200 No Design
11 2827 N28 N27 8.3000 6.7000 No Design
12 2726 N27 N26 6.7000 6.5000 No Design
13 2629 N26 N29 6.5000 6.4000 No Design
14 2930 N29 N30 6.4000 5.6200 No Design
15 2725 N27 N25 5.3500 4.8700 No Design
16 2524 N25 N24 4.8700 2.8600 No Design
17 2422 N24 N22 2.5900 1.8600 No Design
18 L575 N23 N22 4.7000 3.4000 No Design
19 2117 N21 N17 3.0000 2.9500 No Design
20 1714B N17 N14B 2.8500 2.8000 No Design
21 1716 N17 N16 1.7500 1.3500 No Design
22 1615 N16 N15 1.3400 1.2100 No Design
23 1614A N16 N14A 1.6500 1.6000 No Design
24 4514B N45 N14B 3.5000 2.8500 No Design
25 4515 N45 N15 2.5000 1.2100 No Design
26 1502 N15 N2 1.2100 1.0500 No Design
27 14A13 N13 N14A 1.8600 1.6000 No Design
28 1312 N13 N12 1.8600 1.6800 No Design
29 1211 N12 N11 1.6800 1.3400 No Design
30 1103 N11 N3 1.3400 1.1000 No Design
31 0912 N9 N12 3.5000 2.0000 No Design
32 0908 N9 N8 2.5000 2.0000 No Design
33 0811 N8 N11 3.0000 2.0000 No Design
34 0804 N8 N4 2.0000 1.7000 No Design
35 0201 N2 N1 1.0500 0.9300 No Design
36 5248 N52 N48 7.0000 4.8000 No Design
37 4845 N48 N45 4.6000 3.5000 No Design
38 4250 N42 N50 7.3000 5.7000 No Design
39 5338 N53 N38 8.5000 6.0000 No Design
40 3851 N38 N51 6.1500 4.8000 No Design
41 4746o N47 N46 4.6000 4.0000 No Design
42 4746u N47 N46 3.6000 3.0000 No Design
43 4645o N46 N45 4.0000 3.5000 No Design
44 4645u N46 N45 3.0000 2.5000 No Design
45 3836o N38 N36 6.0000 5.5200 No Design
46 3635o N36 N35 5.7700 5.2000 No Design
47 2217o N22 N17 3.4000 2.9500 No Design
48 2217u N22 N17 1.8600 1.7500 No Design
49 2019o N20 N19 7.0000 6.0000 No Design
50 2019u N20 N19 6.0000 4.5000 No Design
51 1918o N19 N18 6.0000 3.0000 No Design
52 1918u N19 N18 4.5000 1.9000 No Design
53 1817o N18 N17 3.0000 2.9500 No Design
54 1817u N18 N17 1.9000 1.7500 No Design
55 1009o N10 N9 4.6000 3.5000 No Design
56 1009u N10 N9 3.6000 2.5000 No Design
57 0706o N7 N6 5.0000 4.5000 No Design
58 0706u N7 N6 4.0000 3.5000 No Design
59 0604o N6 N4 4.5000 2.8000 No Design
60 0604u N6 N4 3.5000 1.7000 No Design
61 0504o N5 N4 4.3000 2.8000 No Design
62 0504u N5 N4 3.3000 1.7000 No Design
63 0403o N4 N3 2.8000 2.0000 No Design
64 0403u N4 N3 1.7000 1.1000 No Design
65 0302o N3 N2 1.8200 1.8100 No Design
66 0302u N3 N2 1.1000 1.0500 No Design
67 14a14bo N14B N14A 2.9900 2.5000 No Design
68 14a14bu N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE TEWANTIN
EXISTING CASE
Title from immediately preceding computational layer
EAGLE DRIVE TEWANTIN
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 35
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.15
#################################################
# Element numbers of interface inlet locations: #
#################################################
N54 N52 N48 N43 N42 N50 N47
N45 N53 N38 N37 N31 N28 N27
N35 N23 N22 N21 N20 N19 N18
N17 N10 N8 N7 N6 N5 N4
N11 N2 N26 N29 N30 N36 N51
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file Section 3
was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 8.2971 0.0288
5047 2.8812 0.0234
5114b 3.5733 0.0360
4342 10.3858 0.0345
3736 14.9983 0.0296
3534 5.8173 0.0100
3422 6.0122 0.0175
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
5248 8.1651 0.0379
4845 2.5500 0.0183
4250 11.5986 0.0276
5338 8.7547 0.0321
3851 5.0145 0.0321
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
3836o 9.9729 0.0120
3635o 35.6736 0.0285
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14a14bo 75.9084 0.0490
14a14bu 0.1368 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 8.50 N52/ 0.00 / 7.00
N38/ 0.00 / 5.00 N51/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50/ 0.00 / 4.70 N47/ 0.00 / 3.60 N46/ 0.00 / 3.00
N45/ 0.00 / 2.50 N43/ 0.00 / 9.20 N42/ 0.00 / 7.30
N37/ 0.00 / 7.00 N36/ 0.00 / 4.47 N35/ 0.00 / 3.20
N34/ 0.00 / 4.10 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.00/ 7.00 5047/ 3.60/ 3.60 5114b/ 1.80/ 1.80
4342/ 7.30/ 7.30 3736/ 4.20/ 4.20 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 5248/ 3.60/ 3.60
4845/ 2.50/ 2.50 4250/ 4.70/ 4.70 5338/ 5.00/ 5.00
3851/ 3.80/ 3.80 4746o/ 3.00/ 3.00 4746u/ 3.00/ 3.00
4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50 3836o/ 4.47/ 4.47
3635o/ 3.20/ 3.20 2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75
2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90
1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75
1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50
0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70
0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10
0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 70.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.2769 5.6924 5.0000
N51 3.0243 7.5607 210.0000
N48 2.5848 6.4620 35.0000
N50 2.2223 5.5558 45.0000
N47 6.5299 16.3248 0.0000
N46 2.2320 5.5801 19570.0000
N45 0.7587 1.8967 15.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 1.8532 4.6330 20.0000
N35 3.2830 8.2076 0.0000
N34 50.0000 50.0000 0.0000
N31 47.3811 50.0000 0.0000
N30 0.2352 0.5881 405.0000
N29 50.0000 50.0000 0.0000
N28 41.0091 50.0000 0.0000
N27 1.8993 4.7482 410.0000
N26 50.0000 50.0000 0.0000
N25 2.9474 7.3686 15.0000
N24 0.7001 1.7502 5.0000
N23 16.4944 41.2361 0.0000
N22 3.7752 9.4381 0.0000
N21 1.7582 4.3956 100.0000
N20 26.5072 50.0000 0.0000
N19 20.5426 50.0000 0.0000
N18 3.3908 8.4769 25.0000
N17 13.1451 32.8628 0.0000
N16 12.1903 30.4756 0.0000
N15 12.0240 30.0600 0.0000
N14B 0.6337 1.5842 580.0000
N14A 14.6129 36.5322 0.0000
N13 45.7414 50.0000 0.0000
N12 33.6136 50.0000 0.0000
N11 38.9466 50.0000 0.0000
N10 29.2859 50.0000 0.0000
N9 8.2034 20.5086 0.0000
N8 9.3461 23.3653 0.0000
N7 1.2537 3.1342 75.0000
N6 0.7734 1.9334 15.0000
N5 19.5806 48.9515 0.0000
N4 24.8295 50.0000 0.0000
N3 41.1897 50.0000 0.0000
N2 42.0966 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N46
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 6.1667 0.0007 0.0129 Normal Soln
5047 46.7495 46.7495 50.0000 0.0000 0.0218 0.1037 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0011 0.0260 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0008 0.0112 Normal Soln
3736 40.5731 40.5731 50.0000 0.0000 0.0011 0.0098 Normal Soln
3534 17.6889 17.6889 50.0000 0.0000 0.0019 0.0103 Normal Soln
3422 50.0000 50.0000 50.0000 0.0000 0.0003 0.0079 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0052 0.0165 Normal Soln
3024 7.6769 7.6769 17.7032 0.0000 -0.0066 2.0670 Normal Soln
3036 17.0092 17.0092 50.0000 0.0000 -0.0108 0.0560 Normal Soln
2827 34.2359 34.2359 50.0000 0.0000 0.0017 0.0160 Normal Soln
2726 10.8404 10.8404 50.0000 0.0000 0.0093 0.0110 Normal Soln
2629 50.0000 50.0000 50.0000 0.0000 0.0010 0.0435 Normal Soln
2930 32.7512 32.7512 50.0000 0.0000 0.0023 0.0383 Normal Soln
2725 4.9938 4.9938 12.6856 0.0000 0.0034 2.3919 Normal Soln
2524 16.1513 16.1513 32.6908 0.0000 -0.0038 1.9514 Normal Soln
2422 6.9651 6.9651 16.9077 0.0000 0.0256 1.6686 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0027 0.0876 Normal Soln
2117 10.8398 10.8398 26.5532 0.0000 0.0021 0.0279 Normal Soln
1714B 28.0753 28.0753 50.0000 0.0000 -0.0013 0.0222 Normal Soln
1716 5.2262 5.2262 13.8027 0.0000 0.0168 1.0577 Normal Soln
1615 4.4458 4.4458 11.3364 0.0000 0.0116 2.7413 Normal Soln
1614A 2.1695 2.1695 7.3773 3.6667 0.0092 1.9069 Normal Soln
4514B 15.1818 15.1818 25.2394 0.0000 0.0024 0.0151 Normal Soln
4515 5.6208 5.6208 12.6643 0.0000 0.0045 1.9613 Normal Soln
1502 15.9791 15.9791 35.3030 0.0000 0.0168 4.0491 Normal Soln
14A13 4.5870 4.5870 26.7576 0.0000 -0.0083 0.0913 Normal Soln
1312 7.2606 7.2606 39.8378 0.0000 0.0074 0.0915 Normal Soln
1211 21.5811 21.5811 50.0000 0.0000 0.0060 0.0638 Normal Soln
1103 16.0412 16.0412 50.0000 0.0000 0.0042 0.0439 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 13.9691 13.9691 49.4831 0.0000 -0.0023 1.4029 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0804 12.8224 12.8224 40.0924 0.0000 0.0031 1.8067 Normal Soln
0201 3.0616 3.0616 7.3296 332.1667 0.0264 0.0382 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0011 0.0222 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0021 0.0915 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0009 0.0196 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0009 0.0136 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 41.5739 41.5739 50.0000 0.0000 0.0002 0.0004 Normal Soln
4746u 5.4746 5.4746 17.6781 0.0000 0.0022 1.5910 Normal Soln
4645o 50.0000 50.0000 50.0000 0.0000 0.0003 0.0008 Normal Soln
4645u 7.1856 7.1856 24.6674 0.0000 0.0055 2.4862 Normal Soln
3836o 41.7708 41.7708 50.0000 0.0000 0.0004 0.0109 Normal Soln
3635o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2217o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2217u 6.5107 6.5107 15.9058 0.0000 0.0144 3.0039 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 7.2779 7.2779 12.4381 0.0000 0.0036 0.8200 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 19.4830 19.4830 46.9508 0.0000 -0.0890 1.1351 Normal Soln
1817o 44.3018 44.3018 50.0000 0.0000 -0.0002 0.0005 Normal Soln
1817u 4.0137 4.0137 10.1976 0.0000 -0.0088 2.4625 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 13.9403 13.9403 30.9424 0.0000 -0.0030 0.9234 Normal Soln
0706o 50.0000 50.0000 50.0000 0.0000 -0.0008 0.0029 Normal Soln
0706u 6.8620 6.8620 24.5735 0.0000 0.0021 1.9296 Normal Soln
0604o 50.0000 50.0000 50.0000 0.0000 -0.0018 0.0099 Normal Soln
0604u 9.6306 9.6306 20.5151 0.0000 0.0045 2.0288 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 15.3556 15.3556 39.0936 0.0000 -0.0152 1.4732 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 4.1497 4.1497 8.6120 0.0000 0.0078 0.8933 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.4329 3.4329 17.4499 0.0000 0.0053 0.3376 Normal Soln
14a14bo 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
14a14bu 1.8771 1.8771 4.8592 18.0000 -0.0085 2.3302 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/ 0.02 / 1.23/
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/ 0.39 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.15 /
2524/ 0.18 / 2422/ 0.24 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.32 /
1615/ 0.18 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.19 / 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/ 0.08 / 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/ 0.18 /
2019o/ 0.00 / 2019u/ 0.29 / 1918o/ 0.00 /
1918u/ 0.19 / 1817o/ 0.00 / 1817u/ 0.14 /
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/ 0.32 / 5047/ 0.20 / 5114b/ 0.05 /
4342/ 0.23 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.18 /
3036/ 3.15 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.44 / 2930/ 0.19 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.04 /
2117/ 0.03 / 1714B/ 1.66 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.08 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.09 /
0912/ 0.11 / 0908/ 0.15 / 0811/ 0.00 /
0804/ 0.18 / 0201/ 0.24 / 5248/ 0.27 /
4845/ 0.19 / 4250/ 0.31 / 5338/ 1.30 /
3851/ 0.03 / 4746o/ 0.01 / 4746u/ 0.12 /
4645o/ 0.04 / 4645u/ 0.12 / 3836o/ 3.20 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.29 /
2019o/ 0.00 / 2019u/ 0.18 / 1918o/ 0.04 /
1918u/ 0.24 / 1817o/ 0.06 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.14 /
0706u/ 0.12 / 0604o/ 0.23 / 0604u/ 0.15 /
0504o/ 0.00 / 0504u/ 0.12 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.00 / 0302u/ 1.50 /
14a14bo/ 0.00 / 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/ 0.01 / 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/ 8.77 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.94 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.02 /
N38/ 1.06 / N51/ 1.02 / N48/ 1.03 /
N50/ 1.04 / N47/ 1.02 / N46/ 1.02 /
N45/ 1.08 / N43/ 0.02 / N42/ 0.02 /
N37/ 0.05 / N36/ 1.24 / N35/ 1.01 /
N34/ 0.02 / N31/ 0.02 / N30/ 1.50 /
N29/ 0.09 / N28/ 0.06 / N27/ 1.36 /
N26/ 0.10 / N25/ 0.64 / N24/ 1.11 /
N23/ 0.11 / N22/ 1.17 / N21/ 1.04 /
N20/ 0.28 / N19/ 0.32 / N18/ 1.13 /
N17/ 0.86 / N16/ 1.39 / N15/ 0.97 /
N14B/ 1.15 / N14A/ 0.88 / N13/ 0.52 /
N12/ 0.53 / N11/ 0.57 / N10/ 0.19 /
N9/ 0.53 / N8/ 0.72 / N7/ 1.01 /
N6/ 1.02 / N5/ 0.25 / N4/ 0.64 /
N3/ 0.55 / N2/ 0.56 / N1/ 0.56 /
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/ 0.08 / 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/ 2.85 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.16 / 2930/ 0.07 / 2725/ 0.00 /
2524/ 0.01 / 2422/ 0.06 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.06 /
1615/ 0.10 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.04 / 1502/ 0.38 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.16 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.12 / 5248/ 0.06 /
4845/ 0.09 / 4250/ 0.07 / 5338/ 0.41 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.36 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.08 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.08 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.01 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.28 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.01 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.01 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.21/ 2.86/
3036/ 5.62/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.40 2930/ 6.40/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.87 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.35/
1615/ 1.35/ 1.23 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.23 1502/ 1.23/ 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........ 6520
Total number of time steps during simulation.... 5055
Ratio of actual # of time steps / NTCYC......... 1.170
Average number of iterations per time step...... 1.290
Average time step size(seconds)................ 4.273
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.781
Average minimum implicit time step (sec)........ 1.398
Average minimum junction time step (sec)........ 1.398
Average Courant Factor Tf....................... 1.398
Number of times omega reduced................... 15
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N54 0 1.01 5126 0 5 0 0 0
N53 0 1.04 5236 0 3 0 0 0
N52 0 1.08 5484 0 8 0 0 0
N38 0 1.03 5222 1 13 1 0 0
N51 0 1.02 5144 1 9 0 0 0
N48 0 1.10 5573 1 23 1 0 0
N50 0 1.19 5999 0 7 0 0 0
N47 0 1.14 5739 0 23 1 0 0
N46 0 1.13 5736 0 9 0 0 0
N45 0 1.37 6921 1 14 3 0 0
N43 0 1.02 5151 0 5 0 0 0
N42 0 1.11 5601 0 7 0 0 0
N37 0 1.05 5314 0 5 0 0 0
N36 0 1.13 5714 0 6 0 0 0
N35 0 1.02 5133 1 8 0 0 0
N34 0 1.03 5201 0 17 1 0 0
N31 0 1.10 5579 0 15 1 0 0
N30 0 1.33 6714 2 14 2 0 0
N29 0 1.18 5978 0 7 0 0 0
N28 0 1.10 5561 0 6 0 0 0
N27 0 1.28 6493 1 12 1 0 0
N26 0 1.07 5401 0 4 0 0 0
N25 0 1.26 6356 0 10 1 0 0
N24 0 1.39 7037 0 12 1 0 0
N23 0 1.19 6023 0 7 0 0 0
N22 0 1.32 6687 0 9 0 0 0
N21 0 1.24 6269 1 18 1 0 0
N20 0 1.15 5814 0 6 0 0 0
N19 0 1.34 6779 0 12 1 0 0
N18 0 1.27 6409 0 7 0 0 0
N17 0 1.59 8032 0 7 0 0 0
N16 0 1.53 7752 0 12 3 0 0
N15 0 1.34 6768 0 7 0 0 0
N14B 0 1.36 6898 0 13 1 0 0
N14A 0 1.50 7590 1 14 3 0 0
N13 0 1.41 7104 1 7 0 0 0
N12 0 1.31 6601 0 7 0 0 0
N11 0 1.37 6910 0 11 1 0 0
N10 0 1.08 5475 0 5 0 0 0
N9 0 1.17 5902 0 7 0 0 0
N8 0 1.17 5903 0 5 0 0 0
N7 0 1.10 5555 0 13 1 0 0
N6 0 1.33 6741 0 16 2 0 0
N5 0 1.08 5455 0 7 0 0 0
N4 0 1.36 6873 0 7 0 0 0
N3 0 1.61 8137 0 17 1 0 0
N2 0 1.56 7890 0 8 0 0 0
N1 0 1.49 7539 4 8 0 0 0
Total number of iterations for all junctions.. 298519
Minimum number of possible iterations......... 242640
Efficiency of the simulation.................. 1.23
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 8.9178 0 16 0.0000 1.0822 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5181 0 16 0.0000 1.4819 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0221 0 19 0.0000 2.9779 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0559 0 25 0.0000 3.9441 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8151 0 15 0.0000 5.1849 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6307 0 16 0.0000 5.3693 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7364 0 20 0.0000 4.2636 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6167 0 15 0.0000 5.3833 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0231 0 17 0.0000 5.9769 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5803 0 17 0.0000 6.4197 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2172 0 15 0.0000 0.7828 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3209 0 17 0.0000 2.6791 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0533 0 15 0.0000 2.9467 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.7082 0 17 0.0000 4.2918 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2148 0 15 0.0000 5.7852 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1190 0 15 0.0000 5.8810 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5175 0 15 0.0000 2.4825 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.7020 0 17 0.0000 4.2980 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.4904 0 15 0.0000 3.5096 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3646 0 15 0.0000 1.6354 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7131 0 15 0.0000 3.2869 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.5967 0 16 0.0000 3.4033 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.5077 0 15 0.2627 4.4923 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 3.6954 0 15 0.3854 6.3046 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8055 0 15 0.0000 5.1945 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.0303 0 15 0.0000 6.9697 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0363 0 15 0.0000 6.9637 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.2755 0 15 0.0000 3.7245 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.8243 0 15 0.0000 5.1757 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.0278 0 15 0.0000 6.9722 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.6127 0 15 0.0000 7.3873 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.7301 0 15 0.3301 7.2699 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.1801 0 15 0.1451 7.8199 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 2.9488 0 19 0.0000 7.0512 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.4818 0 16 0.0000 7.5182 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.3757 0 16 0.0000 7.6243 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.2058 0 16 0.0000 7.7942 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 1.9136 0 19 0.0000 8.0864 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.7911 0 15 0.0000 6.2089 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.0270 0 15 0.0000 6.9730 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 2.7198 0 15 0.0000 7.2802 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0079 0 15 0.0000 4.9921 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5176 0 15 0.0000 5.4824 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.5472 0 15 0.0000 6.4528 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.3362 0 15 0.0000 7.6638 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.6460 0 16 0.0000 8.3540 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.6093 0 16 0.0000 8.3907 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.4893 0 16 0.0000 8.5107 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 0.0532 0 16 0.1439 0 15 0.0064 8.9178 7.0221 .0889 .1105
5047 2.8812 1.4600 200.0000 0.1404 0 20 0.4426 0 20 0.0487 5.7364 4.6274 .1818 .1370
5114b 3.5733 1.8108 200.0000 0.0411 0 15 0.3080 0 15 0.0115 4.8151 3.0118 .0755 .0591
4342 10.3858 1.3631 200.0000 0.0578 0 15 0.1461 0 15 0.0056 9.2172 7.3209 .0861 .1045
3736 14.9983 3.6090 400.0000 0.0732 0 15 0.7317 0 12 0.0049 7.0533 5.7020 .1333 .4550
3534 5.8173 1.4765 400.0000 0.0250 0 15 0.1574 0 12 0.0043 4.2148 4.1190 .0370 .0476
3422 6.0122 1.5213 400.0000 0.0204 0 15 0.1621 0 15 0.0034 4.1190 3.4053 .0476 .0131
3130 13.5508 2.2744 300.0000 0.1006 0 15 0.3234 0 15 0.0074 7.5175 5.7135 .0583 .0451
3024 0.4621 2.9058 450.0000 0.4411 0 19 2.8822 0 21 0.9545 5.7020 3.6953 3.337 1.856
3036 6.7857 1.4251 400.0000 -0.1118 0 19 -0.1661 0 19 -0.0165 5.7020 5.7082 .2050 .4704
2827 15.5945 3.7524 400.0000 0.1245 0 15 0.8975 0 15 0.0080 8.3646 6.7645 .1616 .1613
2726 18.5574 3.1124 300.0000 0.1014 0 15 0.1363 0 13 0.0055 6.7131 6.5967 .0436 .3224
2629 2.4524 0.5150 400.0000 0.0533 0 16 0.1781 0 16 0.0217 6.5967 6.4904 .2418 .2260
2930 11.6053 2.4373 400.0000 0.2223 0 15 0.7988 0 16 0.0192 6.4904 5.7098 .2260 .2245
2725 0.2218 2.0080 375.0000 0.2599 0 11 2.3649 0 11 1.1719 6.7131 5.5077 3.634 1.700
2524 0.2779 2.5163 375.0000 0.2545 0 12 2.4495 0 11 0.9158 5.5077 3.6953 1.700 2.227
2422 0.8401 2.9711 600.0000 0.6548 0 17 2.3066 0 17 0.7795 3.6954 3.0302 1.842 1.950
L575 4.4056 1.1111 300.0000 0.1871 0 15 0.4262 0 15 0.0425 4.8055 3.4778 .3515 .2593
2117 10.3655 2.0976 500.0000 0.1123 0 15 0.3767 0 15 0.0108 3.0363 2.9732 .0727 .0464
1714B 8.1188 0.9553 500.0000 -0.0904 0 20 -0.2167 0 20 -0.0111 2.9168 2.9488 .1337 .2976
1716 3.1532 3.6415 1050.000 1.6678 0 15 2.1740 0 13 0.5289 2.6127 2.7301 .8216 1.314
1615 0.7725 1.7486 750.0000 1.0562 0 15 2.3817 0 15 1.3673 2.7301 2.1801 1.853 1.293
1614A 0.7872 1.7819 750.0000 0.6121 0 15 1.3555 0 15 0.7775 2.7301 2.4818 1.440 1.175
4514B 28.0567 3.5017 450.0000 0.2122 0 17 0.9519 0 16 0.0076 3.5803 2.9488 .1784 .2196
4515 0.1942 2.7467 300.0000 0.1804 0 35 2.5268 0 35 0.9292 3.5803 2.1801 3.601 3.233
1502 0.6052 1.1322 825.0000 1.2237 0 16 2.5494 0 15 2.0219 2.1801 1.6093 1.175 .6780
14A13 16.6072 0.8411 1700.000 -0.7238 0 15 -0.3737 0 15 -0.0436 2.4818 2.3757 .3658 .4563
1312 15.7543 0.6101 1400.000 0.7195 0 16 0.3514 0 16 0.0457 2.3757 2.2058 .3683 .3755
1211 22.0747 0.6694 1700.000 0.7036 0 16 0.2674 0 16 0.0319 2.2058 1.9136 .3093 .3374
1103 34.9730 0.7240 2000.000 0.7647 0 19 0.3529 0 20 0.0219 1.9136 1.6460 .2868 .2730
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.0270 2.2058 .0000 .0000
0908 0.1628 1.4741 375.0000 0.1096 0 16 1.0121 0 17 0.6731 3.0270 2.7197 1.405 1.919
0811 6.0914 1.5476 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.9136 1.9136 .0000 .0000
0804 0.2208 1.3886 450.0000 0.1990 0 15 1.2472 0 15 0.9010 2.7198 2.3362 1.599 1.413
0201 142.3584 2.9703 2000.000 2.6996 0 16 1.3660 0 17 0.0190 1.6093 1.4893 .2797 .2796
5248 8.1651 1.4277 200.0000 0.0742 0 19 0.2190 0 19 0.0091 7.0221 4.8168 .1105 .0838
4845 2.5500 1.2922 200.0000 0.1137 0 16 0.3025 0 11 0.0446 4.6307 3.5803 .1534 .4015
4250 11.5986 1.2184 200.0000 0.1139 0 17 0.1305 0 15 0.0098 7.3209 5.7364 .1045 .1818
5338 8.7547 1.3127 200.0000 0.0592 0 16 0.1414 0 0 0.0068 8.5181 6.0559 .0904 .2794
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0559 4.8151 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.0031 0 15 0.3105 0 15 0.0002 4.6167 4.0231 .0418 .0577
4746u 0.1498 2.1194 300.0000 0.1012 0 15 1.4142 0 8 0.6753 4.6167 4.0231 3.389 3.410
4645o 15.8729 2.3953 400.0000 0.0063 0 17 0.0575 0 17 0.0004 4.0231 3.5803 .0577 .2007
4645u 0.1105 1.5637 300.0000 0.0961 0 16 1.3378 0 17 0.8692 4.0231 3.5803 3.410 3.601
3836o 9.9729 2.0945 400.0000 0.0541 0 25 0.1093 0 26 0.0054 6.0559 5.7082 .1397 .4704
3635o 35.6736 2.3986 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2148 4.2148 .0000 .0000
2217o 14.0423 1.9555 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.6127 2.6127 .0000 .0000
2217u 0.6241 1.4127 750.0000 0.9029 0 13 2.2034 0 12 1.4467 3.0303 2.6127 1.560 1.150
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.8243 4.8243 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.2596 0 15 2.4171 0 16 0.4071 6.2754 4.8243 .6121 .7206
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.8243 3.0277 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.4938 0 15 2.3429 0 14 0.5231 4.8243 3.0277 .5405 1.879
1817o 9.1593 1.0777 500.0000 0.0025 0 15 0.1261 0 15 0.0003 3.0278 2.9615 .0555 .0231
1817u 0.5070 1.7932 600.0000 0.6126 0 15 2.1577 0 15 1.2083 3.0278 2.6127 1.879 1.437
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 3.0270 3.0270 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1090 0 14 1.6168 0 11 0.4515 3.7911 3.0270 .5095 1.405
0706o 7.2322 2.6220 300.0000 0.0102 0 15 0.1580 0 15 0.0014 5.0079 4.5176 .0265 .0588
0706u 0.1248 1.7661 300.0000 0.0876 0 13 1.2209 0 13 0.7016 5.0079 4.5176 3.359 3.392
0604o 9.6606 3.5615 300.0000 0.0488 0 15 0.5236 0 15 0.0050 4.5176 2.8164 .0588 .0545
0604u 0.3116 2.8210 375.0000 0.3091 0 17 2.7791 0 17 0.9920 4.5176 2.3362 2.713 1.696
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.3362 2.3362 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.1062 0 15 1.6134 0 15 0.6889 3.5472 2.3362 .8241 2.120
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6460 1.6460 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.8585 0 15 2.3223 0 15 0.4452 2.3362 1.6460 .8483 .7280
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6093 1.6093 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.4732 0 17 0.5731 0 17 0.1453 1.6460 1.6093 .9100 .9322
14a14bo 75.9084 3.3944 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4818 2.4818 .0000 .0000
14a14bu 0.1368 1.9347 300.0000 0.1471 0 27 2.0579 0 28 1.0758 2.9488 2.4818 3.829 2.939
FREE # 1 Undefnd Undefnd Undefn 2.6996 0 16
*==================================================*
| 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 0.0109 0.3785 0.0028
5047 3.8333 0.0000 0.0000 356.1667 0.0321 0.3172 0.0141
5114b 4.9167 0.0000 0.0000 355.0833 0.0136 0.1335 0.0041
4342 0.1667 359.8333 0.0000 0.0000 0.0100 0.3993 0.0027
3736 0.1667 10.0278 0.0000 349.8056 0.0551 0.5068 0.0370
3534 4.4167 355.5833 0.0000 0.0000 0.0165 0.1628 0.0026
3422 4.4167 0.0000 0.0000 355.5833 0.0128 0.1258 0.0020
3130 0.1667 0.0000 0.0000 359.8333 0.0157 0.3111 0.0050
3024 0.1667 9.1405 0.0000 350.6929 0.1297 0.1638 2.8836
3036 9.0833 3.4167 347.5000 0.0000 0.0720 0.7208 0.0213
2827 0.1667 0.0000 0.0000 359.8333 0.0318 0.1388 0.0579
2726 354.4861 5.5139 0.0000 0.0000 0.0482 0.9634 0.0055
2629 0.2500 359.7500 0.0000 0.0000 0.0461 0.2998 0.0166
2930 0.2500 0.0000 0.0000 359.7500 0.0444 0.2785 0.0719
2725 0.1667 359.8333 0.0000 0.0000 0.1045 0.1139 2.0834
2524 0.1667 11.4028 0.0000 348.4306 0.1119 0.1149 1.5398
2422 0.1667 359.8333 0.0000 0.0000 0.1679 0.2905 2.5170
L575 0.1667 0.0000 0.0000 359.8333 0.0465 0.4391 0.0390
2117 2.8056 0.0000 0.0000 357.1944 0.0302 0.2984 0.0112
1714B 346.1944 0.0000 13.8056 0.0000 0.0531 0.4174 0.0234
1716 0.1667 356.5417 0.0000 3.2917 0.2938 0.8089 2.3118
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4521 2.8097
1614A 4.7500 35.4167 319.8333 0.0000 0.2281 0.4610 1.3285
4514B 334.8750 9.0000 0.0000 16.1250 0.0429 0.2649 0.0764
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.3155
1502 0.1667 359.8333 0.0000 0.0000 0.2357 0.4818 1.9422
14A13 126.8750 233.1250 0.0000 0.0000 0.3030 1.9406 0.2606
1312 127.0000 233.0000 0.0000 0.0000 0.2499 2.0495 0.1827
1211 6.7500 353.2500 0.0000 0.0000 0.2169 2.8431 0.1401
1103 0.1667 359.8333 0.0000 0.0000 0.3388 2.2108 0.1913
0912 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1136 0.5866
0811 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0804 0.1667 359.8333 0.0000 0.0000 0.1329 0.1663 0.8425
0201 0.1667 359.8333 0.0000 0.0000 0.3516 1.9788 0.7630
5248 0.1667 0.0000 0.0000 359.8333 0.0114 0.3389 0.0043
4845 4.5000 24.9583 0.0000 330.5417 0.0524 0.5202 0.0121
4250 0.2500 356.1111 0.0000 3.6389 0.0185 0.9218 0.0035
5338 0.1667 356.0278 0.0000 3.8056 0.0250 0.8659 0.0025
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 357.5833 2.2222 0.0000 0.1944 0.0086 0.0116 0.0052
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.4319
4645o 352.2222 7.7778 0.0000 0.0000 0.0240 0.1100 0.0030
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.4069
3836o 3.9444 356.0556 0.0000 0.0000 0.0577 0.5529 0.0125
3635o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2217o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2217u 0.1667 359.8333 0.0000 0.0000 0.2147 0.4523 2.0201
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1296 0.1109 0.6996
1918o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 359.8333 0.0000 0.0000 0.1541 0.2137 1.6771
1817o 358.7778 0.0000 0.0000 1.2222 0.0101 0.0197 0.0024
1817u 0.1667 359.8333 0.0000 0.0000 0.1824 0.2928 2.1444
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.1018 0.0817 0.4702
0706o 356.7222 3.2778 0.0000 0.0000 0.0113 0.0654 0.0020
0706u 0.1667 359.8333 0.0000 0.0000 0.0886 0.0727 1.2291
0604o 355.3785 0.0000 0.0000 4.6215 0.0158 0.0931 0.0089
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.2515
0504o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0663 0.7072
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2264 0.3701 1.3537
0302o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0302u 0.1667 359.8333 0.0000 0.0000 0.3109 0.8280 0.3158
14a14bo 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14a14bu 4.9167 355.0833 0.0000 0.0000 0.0839 0.0727 1.7698
*===========================================*
| 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 0.0027 59.2190 0.0002 0.9988 0.1498 0.0027 0.0682 2.9813
5047 0.0110 237.1531 0.0006 0.9810 1.1076 0.0067 0.0663 0.0350
5114b 0.0018 38.5135 0.0001 0.9757 1.0580 0.0019 0.0189 0.0350
4342 0.0027 57.9867 0.0002 0.9988 0.1794 0.0022 0.0605 2.9813
3736 0.0027 59.3644 0.0002 0.9988 1.1284 0.0060 0.0300 1.3250
3534 0.0008 18.3532 0.0001 0.9780 0.1617 0.0021 0.0202 0.0350
3422 0.0009 18.4672 0.0001 0.9778 0.4783 0.0017 0.0167 0.0450
3130 0.0042 90.6686 0.0003 0.9988 1.0407 0.0022 0.0430 2.3188
3024 0.0302 652.9936 0.0016 0.9988 1.5850 0.0401 0.0285 0.8613
3036 -0.0100 -215.4088 0.0007 0.9587 0.0000 0.0354 0.2622 0.0201
2827 0.0048 102.8827 0.0004 0.9988 1.3264 0.0054 0.0154 1.3250
2726 0.0009 18.7103 0.0003 0.0408 0.0120 0.0239 0.0338 0.0200
2629 0.0021 46.2155 0.0002 0.9988 0.1524 0.0118 0.0385 2.3188
2930 0.0102 219.7493 0.0008 0.9988 0.7885 0.0101 0.0365 1.3250
2725 0.0123 266.2766 0.0009 0.9988 1.2618 0.0246 0.0163 0.8613
2524 0.0122 263.3634 0.0009 0.9970 1.8519 0.0229 0.0141 0.0141
2422 0.0426 920.1413 0.0023 0.9988 0.9232 0.0529 0.0525 0.8613
L575 0.0075 162.8457 0.0005 0.9988 0.6140 0.0084 0.0507 2.9813
2117 0.0041 88.1264 0.0005 0.9875 0.9627 0.0036 0.0355 0.0200
1714B -0.0020 -43.9975 0.0002 0.1025 0.0000 0.0046 0.0301 0.0205
1716 0.0913 1972.1059 0.0052 0.9988 1.1008 0.0722 0.1188 Section 4
0.8613
1615 0.0763 1647.0288 0.0040 0.9988 0.5323 0.0761 0.1077 0.8613
1614A 0.0152 328.3414 0.0023 0.9763 0.0367 0.0523 0.0757 0.0130
4514B 0.0073 158.0537 0.0006 0.1680 0.1599 0.0051 0.0250 0.0206
4515 0.0206 445.2670 0.0008 0.9988 0.5752 0.0370 0.0228 0.8613
1502 0.0970 2095.1457 0.0053 0.9988 0.7392 0.0790 0.1034 0.8613
14A13 -0.0223 -480.8259 0.0022 0.6847 0.0015 0.0560 0.2164 0.1237
1312 0.0224 484.0206 0.0021 0.6845 0.0308 0.0308 0.2069 0.1236
1211 0.0229 495.4391 0.0017 0.9693 0.0237 0.0344 0.2896 0.1240
1103 0.0330 712.3839 0.0019 0.9988 0.1452 0.0618 0.3116 8.2813
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0079 0.0798 0.0450
0908 0.0043 92.8647 0.0003 0.9988 0.6767 0.0207 0.0118 0.9275
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0804 0.0083 179.8505 0.0006 0.9988 0.5318 0.0280 0.0209 0.8613
0201 0.1711 3695.8882 0.0102 0.9988 0.5510 0.0791 0.3438 2.6500
5248 0.0056 121.7859 0.0003 0.9988 0.6712 0.0028 0.0651 2.9813
4845 0.0081 176.0337 0.0004 0.9776 0.9474 0.0087 0.0859 0.0350
4250 0.0064 138.3670 0.0005 0.9988 0.2409 0.0038 0.1573 2.9813
5338 0.0031 67.6868 0.0002 0.9988 0.0503 0.0081 0.2559 2.9813
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0006 0.0072 0.0450
4746o 0.0000 0.2152 0.0000 0.0170 0.0078 0.0003 0.0004 0.0208
4746u 0.0155 335.0018 0.0005 0.9988 1.2743 0.0227 0.0147 0.8613
4645o 0.0001 1.5069 0.0000 0.0574 0.0042 0.0025 0.0105 0.0209
4645u 0.0155 334.0648 0.0005 0.9988 0.6902 0.0249 0.0164 0.9275
3836o 0.0070 152.0994 0.0002 0.9802 0.0487 0.0342 0.2547 0.0201
3635o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0350
2217o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0277
2217u 0.0537 1159.7263 0.0033 0.9988 0.7568 0.0634 0.0741 0.8613
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0201
2019u 0.0130 280.6113 0.0008 0.9988 1.7824 0.0273 0.0141 0.8613
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 0.0261
1918u 0.0233 503.6878 0.0018 0.9988 1.1299 0.0385 0.0316 0.8613
1817o 0.0000 0.0899 0.0000 0.0087 0.0040 0.0001 0.0001 0.0206
1817u 0.0298 644.1742 0.0021 0.9988 0.6955 0.0479 0.0463 0.8613
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
1009u 0.0043 92.1354 0.0004 0.9988 1.1538 0.0171 0.0077 0.9275
0706o 0.0001 1.2342 0.0000 0.0233 0.0118 0.0003 0.0014 0.0206
0706u 0.0038 82.3671 0.0004 0.9988 0.6671 0.0188 0.0090 0.8613
0604o 0.0004 7.9284 0.0001 0.0330 0.0440 0.0004 0.0021 0.0204
0604u 0.0158 340.4938 0.0010 0.9988 1.4313 0.0262 0.0163 0.8613
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
0504u 0.0041 88.8065 0.0003 0.9988 0.6372 0.0192 0.0091 0.8613
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0403u 0.0367 793.7871 0.0028 0.9988 2.6943 0.0446 0.0476 0.8613
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0219
0302u 0.0699 1510.3174 0.0019 0.9988 0.1177 0.0751 0.1652 0.4638
14a14bo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0350
14a14bu 0.0070 151.8712 0.0005 0.9755 0.1590 0.0280 0.0164 0.0130
FREE # 1 0.1712 3697.1976
*===============================================================*
| 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 0.0532 0.0000 1.1480 0.0139 0.0175 8.9178 7.0211 Max Flow
5047 0.1404 0.0000 1.1041 0.0274 0.0323 5.7364 4.6274 Max Flow
5114b 0.0411 0.0000 1.7926 0.0118 0.0132 4.8151 3.0118 Max Flow
4342 0.0578 0.0000 1.0901 0.0138 0.0170 9.2172 7.3206 Max Flow
3736 0.0731 0.0000 0.0635 0.0627 0.0528 7.0533 5.6538 Max Flow
3534 0.0250 0.0000 0.0685 0.0064 0.0141 4.2148 4.1188 Max Flow
3422 0.0204 0.0000 0.7122 0.0053 0.0112 4.1190 3.4053 Max Flow
3130 0.1006 0.0000 1.7947 0.0135 0.0151 7.5175 5.7135 Max Flow
3024 0.4411 1.2462 1.1219 0.4272 0.3519 5.6821 3.2769 Max Flow
3036 -0.0002 0.0000 0.0000 0.0013 0.0025 5.6213 5.6213 Max Flow
2827 0.1245 0.0000 1.5998 0.0776 0.0645 8.3646 6.7645 Max Flow
2726 0.1010 0.0000 0.0031 0.0136 0.0128 6.7130 6.5850 Max Flow
2629 0.0533 0.0000 0.1055 0.0541 0.0945 6.5967 6.4897 Max Flow
2930 0.2223 0.0000 0.7793 0.0971 0.0898 6.4904 5.7098 Max Flow
2725 0.2598 0.8525 0.6059 0.3504 0.3750 6.7032 5.2294 Max Flow
2524 0.2526 0.4802 1.5901 0.3484 0.2806 5.2696 3.2435 Max Flow
2422 0.6548 0.2817 0.4402 0.5205 0.3985 3.5534 2.8255 Max Flow
L575 0.1870 0.0000 1.3197 0.0778 0.0940 4.8054 3.4778 Max Flow
2117 0.1122 0.0000 0.0602 0.0232 0.0311 3.0363 2.9732 Max Flow
1714B 0.0000 0.0000 0.0000 0.0000 0.0000 2.8462 2.8462 Max Flow
1716 1.6676 -0.1712 0.1104 0.7357 0.5429 2.6126 2.7301 Max Flow
1615 1.0562 0.3071 0.2412 0.6308 0.7500 2.7276 2.1773 Max Flow
1614A 0.6118 0.2256 0.0289 0.4839 0.4971 2.7290 2.4793 Max Flow
4514B 0.2122 0.0000 0.6339 0.0949 0.0798 3.5803 2.9311 Max Flow
4515 0.1804 0.7149 1.0916 1.0117 0.2288 3.5117 1.7005 Max Flow
1502 1.2237 -0.1134 0.7340 0.6664 0.8250 2.1753 1.6071 Max Flow
14A13 0.0203 0.0000 0.0030 0.0773 0.1461 2.0906 2.0877 Max Flow
1312 0.7195 0.0000 0.1714 0.3204 0.5149 2.3757 2.2047 Max Flow
1211 0.7036 0.0000 0.3004 0.3146 0.5245 2.2058 1.8866 Max Flow
1103 0.7645 0.0000 0.2873 0.2365 0.5754 1.9136 1.6219 Max Flow
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0908 0.1094 0.1042 0.2193 0.2434 0.2252 2.9587 2.6315 Max Flow
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0804 0.1990 0.1381 0.2420 0.3141 0.3343 2.7090 2.3291 Max Flow
0201 2.6994 0.0000 0.1200 0.4703 0.5592 1.6093 1.4892 Max Flow
5248 0.0742 0.0000 2.2038 0.0168 0.0192 7.0221 4.8168 Max Flow
4845 0.1137 0.0000 0.1804 0.0239 0.0306 4.6307 3.5800 Max Flow
4250 0.1139 0.0000 0.4009 0.0169 0.0204 7.3209 5.7345 Max Flow
5338 0.0592 0.0000 0.1653 0.0147 0.0177 8.5181 6.0448 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.0031 0.0000 0.4754 0.0169 0.0165 4.6166 4.0180 Max Flow
4746u 0.1011 0.3363 0.2654 0.2462 0.1806 4.6158 4.0137 Max Flow
4645o 0.0063 0.0000 0.0063 0.0215 0.0219 4.0231 3.5803 Max Flow
4645u 0.0961 0.0770 0.3660 0.2407 0.2163 4.0230 3.5803 Max Flow
3836o 0.0541 0.0000 0.0087 0.0544 0.0554 6.0559 5.6942 Max Flow
3635o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2217o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2217u 0.9029 0.2216 0.2359 0.5877 0.7500 2.8063 2.3379 Max Flow
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2019u 0.2589 1.1168 0.4248 0.3573 0.1996 6.2754 4.8200 Max Flow
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1918u 0.4937 0.7240 1.2107 0.4601 0.3082 4.8227 3.0247 Max Flow
1817o 0.0024 0.0000 0.0653 0.0113 0.0223 3.0273 2.9614 Max Flow
1817u 0.6126 0.1976 0.2171 0.5071 0.6000 3.0231 2.6077 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.1090 0.5837 0.4145 0.2429 0.1766 3.7836 2.9359 Max Flow
0706o 0.0101 0.0000 0.1205 0.0057 0.0060 5.0079 4.5172 Max Flow
0706u 0.0876 0.2580 0.2389 0.2304 0.1853 5.0048 4.5081 Max Flow
0604o 0.0487 0.0000 1.6882 0.0201 0.0164 4.5176 2.8164 Max Flow
0604u 0.3090 0.5258 1.7461 1.0042 0.3049 4.5042 2.2282 Max Flow
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0504u 0.1061 0.4944 0.7461 0.2515 0.1830 3.5458 2.3345 Max Flow
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0403u 0.8580 0.5112 0.1325 0.5737 0.3504 2.3347 1.6319 Max Flow
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0302u 0.4732 0.0364 0.0008 0.2165 0.1316 1.6455 1.6089 Max Flow
14a14bo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
14a14bu 0.1471 0.4834 0.2263 0.2797 0.3000 2.8661 2.1519 Max Flow
*==========================================================*
| Table E13a. CULVERT ANALYSIS CLASSIFICATION, |
| and the time the culvert was in a particular |
| classification during the simulation. The time is |
| in minutes. The Dynamic Wave Equation is used for |
| all conduit analysis but the culvert flow classification |
| condition is based on the HW and TW depths. |
*==========================================================*
Mild Mild Steep Mild Mild
Slope Slope TW Slope TW Slug Flow Slope Slope
Critical D Control Insignf Outlet/ TW > D TW <= D
Conduit Outlet Outlet Entrance Entrance Outlet Outlet Outlet Inlet Inlet
Name Control Control Control Control Control Control Control Control Configuration
--------------- --------- --------- --------- --------- --------- --------- --------- --------- -------------
5453 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 262.0000 94.1667 3.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 119.6667 235.5000 4.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 1.1667 358.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.1667 355.5000 4.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 22.8333 332.8333 4.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 93.1667 266.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.6667 0.5000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 351.0000 9.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 1.3333 313.5000 45.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 352.1667 0.0000 2.3333 0.0000 4.3333 0.0000 None
2524 0.0000 0.3333 359.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 348.1667 0.0000 0.0000 0.0000 10.6667 0.0000 None
L575 329.1667 30.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 96.0000 261.3333 2.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 13.8333 346.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 326.8333 14.8333 0.0000 0.0000 17.1667 0.0000 None
1615 0.3333 273.8333 0.8333 14.5000 15.0000 0.0000 55.5000 0.0000 None
1614A 0.0000 326.8333 0.0000 25.3333 4.5000 3.3333 0.0000 0.0000 None
4514B 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.8333 0.3333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 260.3333 99.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 233.1667 126.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 4.0000 229.0000 127.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 353.1667 6.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.3333 359.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 354.3333 0.0000 0.0000 0.0000 4.5000 0.0000 None
0811 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 310.1667 34.6667 0.0000 6.6667 0.0000 8.5000 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 284.6667 75.0000 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 241.8333 113.6667 4.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 1.3333 358.3333 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 1.6667 358.1667 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 334.5000 3.3333 0.0000 11.1667 9.8333 0.0000 None
4645o 0.0000 7.8333 352.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 330.8333 1.0000 0.0000 25.5000 1.5000 0.0000 None
3836o 0.0000 356.1667 3.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 277.1667 80.0000 0.1667 0.0000 2.6667 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019u 0.0000 1.0000 359.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 2.3333 320.6667 0.0000 5.3333 0.0000 31.6667 0.0000 None
1009o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.6667 0.5000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 3.1667 356.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 353.0000 0.3333 0.0000 5.0000 0.5000 0.0000 None
0604o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 235.1667 121.0000 0.0000 0.0000 2.6667 0.0000 None
14a14bo 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
14a14bu 0.0000 0.0000 329.8333 4.6667 1.0000 19.6667 4.8333 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 351.2083 354.6250 3.4167 0.0000
5047 0.0000 0.0000 0.1389 0.0000
5114b 0.0000 0.0000 325.9048 0.0000
4342 349.9583 352.9583 3.0000 0.0000
3736 10.2222 11.5139 197.0417 0.0000
3534 349.4167 349.4167 0.0833 0.0000
3422 0.0000 0.0000 321.2500 0.0000
3130 0.0000 1.2083 175.3368 0.0000
3024 0.0000 0.0000 347.3889 0.0000
3036 0.0000 0.0000 0.0000 0.0000
2827 0.2500 1.4583 26.3750 0.0000
2726 348.4167 348.4167 0.0000 0.0000
2629 13.7917 13.9861 0.0000 0.0000
2930 0.2083 0.4444 0.0000 0.0000
2725 0.0000 0.0000 347.5833 0.0000
2524 3.7278 4.2500 352.2500 0.0000
2422 338.6806 347.8750 70.6806 0.0000
L575 0.0000 0.0000 0.0000 0.0000
2117 0.0000 0.0000 326.6250 0.0000
1714B 0.0000 0.0000 0.0000 0.0000
1716 276.2500 284.3889 303.8750 0.0000
1615 285.9583 328.3889 0.1250 0.0000
1614A 0.0000 8.1389 0.0000 0.0000
4514B 8.8611 8.8889 8.3011 0.0000
4515 319.2500 322.8333 22.4167 0.0000
1502 1.7917 2.3194 39.9167 0.0000
14A13 328.0833 330.6875 0.0000 0.0000
1312 339.5397 345.2500 0.3333 0.0000
1211 347.7361 347.7361 0.0000 0.0000
1103 51.7500 58.9722 0.0000 0.0000
0912 0.0000 0.0000 0.0000 0.0000
0908 351.1389 353.8810 0.0000 0.0000
0811 0.0000 0.0000 0.0000 0.0000
0804 341.2361 352.2361 0.0000 0.0000
0201 4.5813 4.5813 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 23.2917 23.2917 0.0000 0.0000
4250 64.2778 64.2778 0.0000 0.0000
5338 356.0278 359.8333 3.8056 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 344.7778 344.7778 0.0278 0.0000
4746u 0.7083 322.0278 331.8333 0.0000
4645o 345.6111 345.6111 0.0000 0.0000
4645u 330.0417 330.3333 8.9167 0.0000
3836o 356.0556 356.0556 0.0000 0.0000
3635o 0.0000 0.0000 0.0000 0.0000
2217o 0.0000 0.0000 0.0000 0.0000
2217u 0.0000 0.0000 0.0000 0.0000
2019o 0.0000 0.0000 0.0000 0.0000
2019u 330.2083 358.2500 358.6250 0.0000
1918o 0.0000 0.0000 0.0000 0.0000
1918u 354.4167 354.5833 355.7778 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 309.7500 333.8056 1.6250 0.0000
1009o 0.0000 0.0000 0.0000 0.0000
1009u 340.6111 355.2500 310.7183 0.0000
0706o 347.0556 347.0556 0.0000 0.0000
0706u 338.9028 351.8472 5.0417 0.0000
0604o 0.0278 0.0278 347.2500 0.0000
0604u 348.2361 350.2639 350.9722 0.0000
0504o 0.0000 0.0000 0.0000 0.0000
0504u 350.9028 351.0278 5.6806 0.0000
0403o 0.0000 0.0000 0.0000 0.0000
0403u 55.3750 72.3056 337.3125 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 239.7500 358.0000 0.0417 0.0000
14a14bo 0.0000 0.0000 0.0000 0.0000
14a14bu 325.5000 331.4167 0.3333 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
5453 0.1250 0.1660 0.1250 0.0146 0.0240 0.0146 0.1171 0.1444 0.1171 7.7255 9.5298 7.7255 0.0194
5047 0.1295 0.4430 0.1295 0.0000 0.1403 0.0000 0.0002 0.3168 0.0002 0.0082 14.8907 0.0082 0.0323
5114b 0.0901 0.3081 0.0901 0.0000 0.0411 0.0000 0.0000 0.1335 0.0000 0.0015 6.6729 0.0015 0.0136
4342 0.1291 0.1745 0.1291 0.0169 0.0240 0.0169 0.1308 0.1378 0.1308 7.1916 7.5763 7.1916 0.0188
3736 0.0000 0.1446 0.0000 0.0000 0.0732 0.0000 0.0000 0.5061 0.0000 0.0000 25.3067 0.0000 0.1235
3534 0.0240 0.1534 0.0240 0.0000 0.0250 0.0000 0.0000 0.1628 0.0000 0.0002 1.6275 0.0002 0.0166
3422 0.0345 0.1622 0.0345 0.0000 0.0204 0.0000 0.0000 0.1258 0.0000 0.0007 5.0318 0.0007 0.0128
3130 0.0688 0.3234 0.0688 0.0000 0.1006 0.0000 0.0000 0.3110 0.0000 0.0014 17.1055 0.0014 0.0157
3036 0.0113 0.1558 0.0113 0.0000 0.1118 0.0000 0.0010 0.7174 0.0010 0.0173 12.9127 0.0173 0.1477
2827 0.0000 0.8990 0.0000 0.0000 0.1245 0.0000 0.0000 0.1385 0.0000 0.0000 6.9247 0.0000 0.0646
2726 0.0258 0.1053 0.0258 0.0000 0.1014 0.0000 0.0003 0.9628 0.0003 0.0030 9.6283 0.0030 0.0486
2629 0.0000 0.1784 0.0000 0.0000 0.0533 0.0000 0.0000 0.2987 0.0000 0.0000 13.4437 0.0000 0.0937
2930 0.0000 0.8042 0.0000 0.0000 0.2223 0.0000 0.0000 0.2765 0.0000 0.0000 13.2714 0.0000 0.0901
L575 0.0000 0.4270 0.0000 0.0000 0.1871 0.0000 0.0000 0.4381 0.0000 0.0000 26.2859 0.0000 0.0941
2117 0.0712 0.3766 0.0712 0.0000 0.1123 0.0000 0.0001 0.2982 0.0001 0.0008 2.9819 0.0008 0.0304
1714B 0.0000 0.2184 0.0000 0.0000 0.0904 0.0000 0.0000 0.4140 0.0000 0.0000 11.5917 0.0000 0.1103
4514B 0.0000 0.8045 0.0000 0.0000 0.2122 0.0000 0.0000 0.2638 0.0000 0.0000 6.3320 0.0000 0.0880
14A13 0.0000 0.3734 0.0000 0.0000 0.7238 0.0000 0.0000 1.9385 0.0000 0.0000 19.3853 0.0000 0.7526
1312 0.0000 0.3517 0.0000 0.0000 0.7195 0.0000 0.0000 2.0458 0.0000 0.0000 28.6413 0.0000 0.5198
1211 0.0000 0.2475 0.0000 0.0000 0.7036 0.0000 0.0000 2.8429 0.0000 0.0000 105.1859 0.0000 0.5437
1103 0.0000 0.3461 0.0000 0.0000 0.7647 0.0000 0.0000 2.2092 0.0000 0.0000 77.3208 0.0000 0.5548
0912 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
0811 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
0201 0.0000 1.3644 0.0000 0.0000 2.6996 0.0000 0.0000 1.9786 0.0000 0.0000 19.7860 0.0000 0.5593
5248 0.1923 0.2539 0.1923 0.0185 0.0373 0.0185 0.0960 0.1470 0.0960 5.5675 8.5232 5.5675 0.0197
4845 0.0640 0.2188 0.0640 0.0000 0.1136 0.0000 0.0005 0.5192 0.0005 0.0281 31.1530 0.0281 0.0530
4250 0.1183 0.1400 0.1183 0.0412 0.0315 0.0412 0.3484 0.2250 0.3484 20.2059 13.0528 20.2059 0.0275
5338 0.0654 0.0745 0.0654 0.0190 0.0212 0.0190 0.2907 0.2844 0.2907 22.6767 22.1842 22.6767 0.0334
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 0.0000 0.2902 0.0000 0.0000 0.0031 0.0000 0.0000 0.0107 0.0000 0.0000 0.2682 0.0000 0.0178
4645o 0.0000 0.0586 0.0000 0.0000 0.0063 0.0000 0.0000 0.1078 0.0000 0.0000 3.5584 0.0000 0.0563
3836o 0.0000 0.0979 0.0000 0.0000 0.0541 0.0000 0.0000 0.5528 0.0000 0.0000 22.1136 0.0000 0.1277
3635o 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
2217o 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
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1817o 0.0000 0.1365 0.0000 0.0000 0.0025 0.0000 0.0000 0.0180 0.0000 0.0000 0.3962 0.0000 0.0230
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0706o 0.0582 0.1616 0.0582 0.0001 0.0100 0.0001 0.0018 0.0616 0.0018 0.0547 1.8490 0.0547 0.0123
0604o 0.1998 0.5553 0.1998 0.0007 0.0474 0.0007 0.0035 0.0853 0.0035 0.1991 4.8625 0.1991 0.0171
0504o 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
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14a14bo 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
*========================================================*
| 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 0.1161 0.1903 0.1161 0.4225 0.09811 34.902 0.1161 0.1903 0.1161 0.4225 0.09811 34.902 0.0000 0.0000 0.0000 None
5047 .000148 0.9186 .000148 0.9189 0.08922 9.9108 .000148 0.9186 .000148 0.9189 0.08922 9.9108 0.0000 0.0000 0.0000 None
5114b .000015 0.2174 .000015 0.2175 0.09546 9.9045 .000015 0.2174 .000015 0.2175 0.09546 9.9045 0.0000 0.0000 0.0000 None
4342 0.1236 0.1759 0.1236 0.4231 0.09824 39.902 0.1236 0.1759 0.1236 0.4231 0.09824 39.902 0.0000 0.0000 0.0000 None
3736 0.0000 3.9826 0.0000 3.9826 3.5118 11.488 0.0000 3.9826 0.0000 3.9826 3.5118 11.488 0.0000 0.0000 0.0000 None
3534 .50E-05 0.3027 .50E-05 0.3027 0.09792 9.9021 .50E-05 0.3027 .50E-05 0.3027 0.09792 9.9021 0.0000 0.0000 0.0000 None
3422 .43E-05 0.1533 .43E-05 0.1533 0.09743 9.9026 .43E-05 0.1533 .43E-05 0.1533 0.09743 9.9026 0.0000 0.0000 0.0000 None
3130 .94E-05 0.5573 .94E-05 0.5573 0.09686 19.903 .94E-05 0.5573 .94E-05 0.5573 0.09686 19.903 0.0000 0.0000 0.0000 None
3036 .000677 6.9850 .000677 6.9864 5.6510 14.349 .000677 6.9850 .000677 6.9864 5.6510 14.349 0.0000 0.0000 0.0000 None
2827 0.0000 0.6948 0.0000 0.6948 3.5539 11.446 0.0000 0.6948 0.0000 0.6948 3.5539 11.446 0.0000 0.0000 0.0000 None
2726 .000482 6.4137 .000482 6.4147 0.08784 19.912 .000482 6.4137 .000482 6.4147 0.08784 19.912 0.0000 0.0000 0.0000 None
2629 0.0000 1.0977 0.0000 1.0977 5.9331 14.067 0.0000 1.0977 0.0000 1.0977 5.9331 14.067 0.0000 0.0000 0.0000 None
2930 0.0000 1.7326 0.0000 1.7326 5.9356 14.064 0.0000 1.7326 0.0000 1.7326 5.9356 14.064 0.0000 0.0000 0.0000 None
L575 0.0000 1.2684 0.0000 1.2684 5.3432 14.657 0.0000 1.2684 0.0000 1.2684 5.3432 14.657 0.0000 0.0000 0.0000 None
2117 .000071 1.4532 .000071 1.4533 0.09493 9.9051 .000071 1.4532 .000071 1.4533 0.09493 9.9051 0.0000 0.0000 0.0000 None
1714B 0.0000 2.9678 0.0000 2.9678 10.921 19.079 0.0000 2.9678 0.0000 2.9678 10.921 19.079 0.0000 0.0000 0.0000 None
4514B 0.0000 1.6276 0.0000 1.6276 10.937 19.063 0.0000 1.6276 0.0000 1.6276 10.937 19.063 0.0000 0.0000 0.0000 None
14A13 0.0000 7.5694 0.0000 7.5694 12.034 17.461 0.0000 7.5694 0.0000 7.5694 12.034 17.461 0.0000 0.0000 0.0000 None
1312 0.0000 6.4958 0.0000 6.4958 16.587 24.665 0.0000 6.4958 0.0000 6.4958 16.587 24.665 0.0000 0.0000 0.0000 None
1211 0.0000 8.2423 0.0000 8.2423 13.238 26.928 0.0000 8.2423 0.0000 8.2423 13.238 26.928 0.0000 0.0000 0.0000 None
1103 0.0000 8.6105 0.0000 8.6105 29.643 36.008 0.0000 8.6105 0.0000 8.6105 29.643 36.008 0.0000 0.0000 0.0000 None
0912 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
0811 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
0201 0.0000 24.641 0.0000 24.641 29.619 34.983 0.0000 24.641 0.0000 24.641 29.619 34.983 0.0000 0.0000 0.0000 None
5248 0.09693 0.1959 0.09693 0.3898 0.09806 29.902 0.09693 0.1959 0.09693 0.3898 0.09806 29.902 0.0000 0.0000 0.0000 None
4845 .000551 2.0926 .000551 2.0938 0.08234 9.9177 .000551 2.0926 .000551 2.0938 0.08234 9.9177 0.0000 0.0000 0.0000 None
4250 0.5216 0.3986 0.5216 1.4419 0.09650 49.904 0.5216 0.3986 0.5216 1.4419 0.09650 49.904 0.0000 0.0000 0.0000 None
5338 0.5286 0.5889 0.5286 1.6460 0.09531 34.905 0.5286 0.5889 0.5286 1.6460 0.09531 34.905 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 0.02276 0.0000 0.02276 10.987 19.013 0.0000 0.02276 0.0000 0.02276 10.987 19.013 0.0000 0.0000 0.0000 None
4645o 0.0000 0.4937 0.0000 0.4937 10.960 19.040 0.0000 0.4937 0.0000 0.4937 10.960 19.040 0.0000 0.0000 0.0000 None
3836o 0.0000 4.5357 0.0000 4.5357 5.9088 14.091 0.0000 4.5357 0.0000 4.5357 5.9088 14.091 0.0000 0.0000 0.0000 None
3635o 0.0000 0.0000 0.0000 0.0000 19.600 19.600 0.0000 0.0000 0.0000 0.0000 19.600 19.600 0.0000 0.0000 0.0000 None
2217o 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
1918o 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 None
1817o 0.0000 0.04540 0.0000 0.04540 10.984 19.016 0.0000 0.04540 0.0000 0.04540 10.984 19.016 0.0000 0.0000 0.0000 None
1009o 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 None
0706o .001750 0.1644 .001750 0.1679 2.2042 7.7958 .001750 0.1644 .001750 0.1679 2.2042 7.7958 0.0000 0.0000 0.0000 None
0604o .004164 0.2827 .004164 0.2910 2.0905 7.9095 .004164 0.2827 .004164 0.2910 2.0905 7.9095 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 None
0403o 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
0302o 0.0000 0.0000 0.0000 0.0000 29.000 29.000 0.0000 0.0000 0.0000 0.0000 29.000 29.000 0.0000 0.0000 0.0000 None
14a14bo 0.0000 0.0000 0.0000 0.0000 28.000 28.000 0.0000 0.0000 0.0000 0.0000 28.000 28.000 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 8.9178 7.0221 66.0000 17.5000 17.4019 17.4019 5.0000 17.4019 17.4019 5.0000 34.8038 34.8038
5047 5.7364 4.6274 47.0000 9.9000 9.8108 9.8108 9.8000 0.0108 0.0108 0.0000 9.8216 9.8216
5114b 4.8151 3.0118 50.0000 9.9000 9.8045 9.8045 9.8000 0.0045 0.0045 0.0000 9.8091 9.8091
4342 9.2172 7.3209 55.0000 20.0000 19.9018 19.9018 5.0000 19.9018 19.9018 5.0000 39.8035 39.8035
3736 7.0533 5.7020 50.0000 11.4000 7.8882 7.8882 7.9000 0.0882 0.0882 0.1000 7.9764 7.9764
3534 4.2148 4.1190 10.0000 9.9000 9.8021 9.8021 9.8000 0.0021 0.0021 0.0000 9.8042 9.8042
3422 4.1190 3.4053 40.0000 9.9000 9.8026 9.8026 9.8000 0.0026 0.0026 0.0000 9.8051 9.8051
3130 7.5175 5.7135 55.0000 19.9000 19.8031 19.8031 19.8000 0.0031 0.0031 0.0000 19.8063 19.8063
3036 5.7020 5.7082 18.0000 14.0000 8.3490 8.3490 8.1000 0.3490 0.3490 0.1000 8.6980 8.6980
2827 8.3646 6.7645 50.0000 11.4000 7.8461 7.8461 7.9000 0.0461 0.0461 0.1000 7.8922 7.8922
2726 6.7131 6.5967 10.0000 19.9000 19.8122 19.8122 19.8000 0.0122 0.0122 0.0000 19.8243 19.8243
2629 6.5967 6.4904 45.0000 14.0000 8.0669 8.0669 8.1000 0.0669 0.0669 0.1000 8.1338 8.1338
2930 6.4904 5.7098 48.0000 14.0000 8.0644 8.0644 8.1000 0.0644 0.0644 0.1000 8.1287 8.1287
L575 4.8055 3.4778 60.0000 10.0000 4.6568 4.6568 9.9000 4.6568 4.6568 9.9000 9.3136 9.3136
2117 3.0363 2.9732 10.0000 9.9000 9.8051 9.8051 9.8000 0.0051 0.0051 0.0000 9.8101 9.8101
1714B 2.9168 2.9488 28.0000 19.0000 8.0788 8.0788 8.1000 0.0788 0.0788 0.1000 8.1575 8.1575
4514B 3.5803 2.9488 24.0000 19.0000 8.0629 8.0629 8.1000 0.0629 0.0629 0.1000 8.1258 8.1258
14A13 2.3757 2.4818 10.0000 13.6000 1.5661 1.5661 1.6000 3.8613 3.8613 6.4000 5.4273 5.4273
1312 2.3757 2.2058 14.0000 19.0000 2.4134 2.4134 3.1000 5.6654 5.6654 6.6000 8.0788 8.0788
1211 2.2058 1.9136 37.0000 16.9000 3.6623 3.6623 5.5000 10.0281 10.0281 13.6000 13.6904 13.6904
1103 1.9136 1.6460 35.0000 33.1000 3.4573 3.4573 3.8000 2.9085 2.9085 3.9000 6.3657 6.3657
0912 3.0270 2.2058 55.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0811 1.9136 1.9136 55.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0201 1.6093 1.4893 10.0000 33.1000 3.4810 3.4810 3.8000 1.8832 1.8832 2.0000 5.3642 5.3642
5248 7.0221 4.8168 58.0000 15.0000 14.9019 14.9019 5.0000 14.9019 14.9019 5.0000 29.8039 29.8039
4845 4.6307 3.5803 60.0000 9.9000 9.8177 9.8177 9.8000 0.0177 0.0177 0.0000 9.8353 9.8353
4250 7.3209 5.7364 58.0000 25.0000 24.9035 24.9035 5.0000 24.9035 24.9035 5.0000 49.8070 49.8070
5338 8.5181 6.0559 78.0000 17.5000 17.4047 17.4047 5.0000 17.4047 17.4047 5.0000 34.8094 34.8094
3851 6.0559 4.8151 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.6167 4.0231 25.0000 19.0000 8.0127 8.0127 8.1000 0.0127 0.0127 0.1000 8.0254 8.0254
4645o 4.0231 3.5803 33.0000 19.0000 8.0402 8.0402 8.1000 0.0402 0.0402 0.1000 8.0804 8.0804
3836o 6.0559 5.7082 40.0000 14.0000 8.0912 8.0912 8.1000 0.0912 0.0912 0.1000 8.1824 8.1824
3635o 4.2148 4.2148 20.0000 19.6000 0.0000 0.0000 5.2000 0.0000 0.0000 6.5000 0.0000 0.0000
2217o 2.6127 2.6127 35.0000 11.0000 0.0000 0.0000 0.1000 0.0000 0.0000 4.0000 0.0000 0.0000
2019o 4.8243 4.8243 30.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
1918o 4.8243 3.0277 110.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
1817o 3.0278 2.9615 22.0000 19.0000 8.0164 8.0164 8.1000 0.0164 0.0164 0.1000 8.0329 8.0329
1009o 3.0270 3.0270 50.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0706o 5.0079 4.5176 30.0000 7.5000 5.2958 5.2958 5.0000 0.2958 0.2958 0.0000 5.5917 5.5917
0604o 4.5176 2.8164 57.0000 7.5000 5.4095 5.4095 5.0000 0.4095 0.4095 0.0000 5.8189 5.8189
0504o 2.3362 2.3362 63.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0403o 1.6460 1.6460 20.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0302o 1.6093 1.6093 10.0000 37.0000 8.0000 8.0000 8.0000 -8.0000 -8.0000 0.0000 0.0000 0.0000
14a14bo 2.4818 2.4818 10.0000 28.0000 0.0000 0.0000 8.0000 0.0000 0.0000 8.0000 0.0000 0.0000
*=========================================================*
| 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 0.0532 59.2190 0.1439 0.2912 ## N54 8.9000 8.9178
5047 0.1404 237.1531 0.4426 0.3651 ## N53 8.5000 8.5181
5114b 0.0411 38.5135 0.3080 0.0432 ## N52 7.0000 7.0221
4342 0.0578 57.9867 0.1461 0.2437 ## N38 5.0000 6.0559
3736 0.0732 59.3644 0.7317 2.8418 ## N51 3.8000 4.8151
3534 0.0250 18.3532 0.1574 0.3098 ## N48 3.6000 4.6307
3422 0.0204 18.4672 0.1621 0.0337 ## N50 4.7000 5.7364
3130 0.1006 90.6686 0.3234 0.1267 ## N47 3.6000 4.6167
3024 0.4411 652.9936 2.8822 5.0952 ## N46 3.0000 4.0231
3036 -0.1118 -215.4088 -0.1661 11.1372 ## N45 2.5000 3.5803
2827 0.1245 102.8827 0.8975 0.2796 ## N43 9.2000 9.2172
2726 0.1014 18.7103 0.1363 4.3053 ## N42 7.3000 7.3209
2629 0.0533 46.2155 0.1781 12.0498 ## N37 7.0000 7.0533
2930 0.2223 219.7493 0.7988 1.5377 ## N36 4.4700 5.7082
2725 0.2599 266.2766 2.3649 3.3380 ## N35 3.2000 4.2148
2524 0.2545 263.3634 2.4495 3.6972 ## N34 4.1000 4.1190
2422 0.6548 920.1413 2.3066 11.2375 ## N31 7.5000 7.5175
L575 0.1871 162.8457 0.4262 1.5090 ## N30 4.2000 5.7020
2117 0.1123 88.1264 0.3767 1.3432 ## N29 6.4000 6.4904
1714B -0.0904 -43.9975 -0.2167 11.4931 ## N28 8.3000 8.3646
1716 1.6678 1972.1059 2.1740 25.7460 ## N27 5.3500 6.7131
1615 1.0562 1647.0288 2.3817 12.4760 ## N26 6.5000 6.5967
1614A 0.6121 328.3414 1.3555 4.6314 ## N25 4.8700 5.5077
4514B 0.2122 158.0537 0.9519 0.9788 ## N24 2.5900 3.6954
4515 0.1804 445.2670 2.5268 1.7258 ## N23 4.7000 4.8055
1502 1.2237 2095.1457 2.5494 42.3321 ## N22 1.8600 3.0303
14A13 -0.7238 -480.8259 -0.3737 17.6167 ## N21 2.0000 3.0363
1312 0.7195 484.0206 0.3514 28.7464 ## N20 6.0000 6.2755
1211 0.7036 495.4391 0.2674 106.1924 ## N19 4.5000 4.8243
1103 0.7647 712.3839 0.3529 76.9417 ## N18 1.9000 3.0278
0912 0.0000 0.0000 0.0000 5.0929 ## N17 1.7500 2.6127
0908 0.1096 92.8647 1.0121 5.6078 ## N16 1.3400 2.7301
0811 0.0000 0.0000 0.0000 0.0000 ## N15 1.2100 2.1801
0804 0.1990 179.8505 1.2472 8.3039 ## N14B 1.8000 2.9488
0201 2.6996 3695.8882 1.3660 19.7870 ## N14A 1.6000 2.4818
5248 0.0742 121.7859 0.2190 0.1448 ## N13 1.8600 2.3757
4845 0.1137 176.0337 0.3025 2.3004 ## N12 1.6800 2.2058
4250 0.1139 138.3670 0.1305 1.2251 ## N11 1.3400 1.9136
5338 0.0592 67.6868 0.1414 1.4388 ## N10 3.6000 3.7911
3851 0.0000 0.0000 0.0000 0.0242 ## N9 2.5000 3.0270
4746o 0.0031 0.2152 0.3105 0.0106 ## N8 2.0000 2.7198
4746u 0.1012 335.0018 1.4142 2.4099 ## N7 4.0000 5.0079
4645o 0.0063 1.5069 0.0575 0.5418 ## N6 3.5000 4.5176
4645u 0.0961 334.0648 1.3378 3.2839 ## N5 3.3000 3.5472
3836o 0.0541 152.0994 0.1093 7.9346 ## N4 1.7000 2.3362
3635o 0.0000 0.0000 0.0000 0.0000 ## N3 1.1000 1.6460
2217o 0.0000 0.0000 0.0000 0.0000 ## N2 1.0500 1.6093
2217u 0.9029 1159.7263 2.2034 16.2096 ## N1 0.9300 1.4893
2019o 0.0000 0.0000 0.0000 0.0000 ##
2019u 0.2596 280.6113 2.4171 0.7234 ##
1918o 0.0000 0.0000 0.0000 0.0096 ##
1918u 0.4938 503.6878 2.3429 11.8059 ##
1817o 0.0025 0.0899 0.1261 0.0877 ##
1817u 0.6126 644.1742 2.1577 6.4651 ##
1009o 0.0000 0.0000 0.0000 0.0000 ##
1009u 0.1090 92.1354 1.6168 2.1490 ##
0706o 0.0102 1.2342 0.1580 0.0693 ##
0706u 0.0876 82.3671 1.2209 2.1529 ##
0604o 0.0488 7.9284 0.5236 0.0509 ##
0604u 0.3091 340.4938 2.7791 2.2392 ##
0504o 0.0000 0.0000 0.0000 0.0000 ##
0504u 0.1062 88.8065 1.6134 1.7299 ##
0403o 0.0000 0.0000 0.0000 0.0000 ##
0403u 0.8585 793.7871 2.3223 6.5637 ##
0302o 0.0000 0.0000 0.0000 0.0000 ##
0302u 0.4732 1510.3174 0.5731 24.8694 ##
14a14bo 0.0000 0.0000 0.0000 0.0000 ##
14a14bu 0.1471 151.8712 2.0579 0.7156 ##
FREE # 1 2.6996 3697.1976 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 0.0532 59.2190
N50 N47 0.1404 237.1531
N51 N14B 0.0411 38.5135
N43 N42 0.0578 57.9867
N37 N30 0.0732 59.3644
N35 N34 0.0250 18.3532
N34 N22 0.0204 18.4672
N31 N30 0.1006 90.6686
N30 N24 0.4411 652.9936
N30 N36 -0.1118 -215.4088
N28 N27 0.1245 102.8827
N27 N26 0.1014 18.7103
N26 N29 0.0533 46.2155
N29 N30 0.2223 219.7493
N27 N25 0.2599 266.2766
N25 N24 0.2545 263.3634
N24 N22 0.6548 920.1413
N23 N22 0.1871 162.8457
N21 N17 0.1123 88.1264
N17 N14B -0.0904 -43.9975
N17 N16 1.6678 1972.1059
N16 N15 1.0562 1647.0288
N16 N14A 0.6121 328.3414
N45 N14B 0.2122 158.0537
N45 N15 0.1804 445.2670
N15 N2 1.2237 2095.1457
N13 N14A 0.7238 480.8259
N13 N12 0.7195 484.0206
N12 N11 0.7036 495.4391
N11 N3 0.7647 712.3839
N9 N8 0.1096 92.8647
N8 N4 0.1990 179.8505
N2 N1 2.6996 3695.8882
N52 N48 0.0742 121.7859
N48 N45 0.1137 176.0337
N42 N50 0.1139 138.3670
N53 N38 0.0592 67.6868
N47 N46 0.2052 335.2169
N46 N45 0.1984 335.5717
N38 N36 0.0541 152.0994
N22 N17 0.9029 1159.7263
N20 N19 0.2596 280.6113
N19 N18 0.4938 503.6878
N18 N17 0.6148 644.2641
N10 N9 0.1090 92.1354
N7 N6 0.0973 83.6013
N6 N4 0.3530 The text continues on section 5.