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e100y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 16:18.
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.. 18
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 130.0000 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 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
2 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N42#1 N42 45.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
4 N42#2 N42 45.000 .28900 0.00 3.000 0.020 0.045 0.000 0.000 0.00
5 N50#1 N50 55.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
6 N50#2 N50 55.000 .30300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
7 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
8 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
9 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
10 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
11 N52#1 N52 38.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
12 N52#2 N52 38.000 .22400 9.00 3.000 0.020 0.045 0.000 0.000 0.00
13 N48#1 N48 32.000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
14 N48#2 N48 32.000 .19500 0.00 4.000 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 N43#1 0.0010 2.0000 2.0000
2 N43#2 0.0010 2.0000 2.0000
3 N42#1 0.0010 2.0000 2.0000
4 N42#2 0.0010 2.0000 2.0000
5 N50#1 0.0010 2.0000 2.0000
6 N50#2 0.0010 2.0000 2.0000
7 N47#1 0.0010 2.0000 2.0000
8 N47#2 0.0010 2.0000 2.0000
9 N54#1 0.0010 2.0000 2.0000
10 N54#2 0.0010 2.0000 2.0000
11 N52#1 0.0010 2.0000 2.0000
12 N52#2 0.0010 2.0000 2.0000
13 N48#1 0.0010 2.0000 2.0000
14 N48#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 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N48#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
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
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
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 *
***********************************************************
N43 N42 N50 N47 N54 N52
N48 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
------------- ------- -------- ------------- ------- --------
N43#1 2008 540 N43#2 2004 540 N42#1 2784 540
N42#2 1996 540 N50#1 2784 540 N50#2 2000 540
N47#1 2044 540 N47#2 4016 1080 N54#1 2040 540
N54#2 1996 540 N52#1 2784 540 N52#2 4256 1080
N48#1 2784 540 N48#2 2000 540 N45#1 2044 540
N45#2 4024 1080 N53#1 1768 540 N53#2 2004 540
N38#1 2016 540 N38#2 1992 540 N37#1 2020 540
N37#2 4048 1080 N31#1 2020 540 N31#2 4048 1080
N28#1 2020 540 N28#2 4048 1080 N27#1 2012 540
N27#2 4008 1080 N35#1 2036 540 N35#2 2036 540
N23#1 2016 540 N23#2 4060 1080 N22#1 2012 540
N22#2 2004 540 N21#1 2008 540 N21#2 4040 1080
N20#1 1980 540 N20#2 1800 540 N19#1 2024 540
N19#2 3992 1080 N18#1 2004 540 N18#2 4016 1080
N17#1 2028 540 N17#2 4120 1080 N10#1 2016 540
N10#2 1992 540 N8#1 2016 540 N8#2 1988 540
N7#1 2016 540 N7#2 1988 540 N6#1 1996 540
N6#2 1944 540 N5#1 2016 540 N5#2 1992 540
N4#1 2012 540 N4#2 1988 540 N11#1 1944 540
N11#2 4024 1080 N2#1 2008 540 N2#2 4024 1080
N26#1 2008 540 N26#2 1980 540 N29#1 2024 540
N29#2 4016 1080 N30#1 2028 540 N30#2 4056 1080
N36#1 2020 540 N36#2 4044 1080 N51#1 2784 540
N51#2 2008 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 130.0000 mm
Total rainfall read for gage # 1 is 90.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.744210E+04 130.000
Total Infiltration 2.272589E+02 1.694
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.721950E+04 128.341
Total Water remaining in Surface Storage 4.002882E+00 0.030
Infiltration over the Pervious Area... 2.272589E+02 2.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.745076E+04 130.065
Total Precipitation + Initial Storage. 1.744210E+04 130.000
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............... -0.0497
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 1.721950E+04 128.341
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 1.721024E+04 128.272
Initial Storage + Inflow.................... 1.721950E+04 128.341
Final Storage + Outflow + Diverted GW....... 1.721024E+04 128.272
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0538
##################################################
# 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........... 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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.07387 0.00000 127.05500 0.00000 127.06547
Total Losses (mm)...... 0.00000 2.90850 0.00000 2.91823 0.00000 2.91317
Remaining Depth (mm)... 0.00000 0.01762 0.00000 0.02677 0.00000 0.02135
Peak Runoff Rate (cms). 0.00000 0.12182 0.00000 0.16437 0.00000 0.17518
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.04722 0.00000 130.02140 0.00000 130.03899 0.00000
Peak Runoff Rate (cms). 0.00060 0.00000 0.00064 0.00000 0.00064 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.04722 0.00000 130.02140 0.00000 130.03899 0.00000
Peak Runoff Rate (cms). 0.00060 0.00002 0.00064 0.00002 0.00064 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 130.04722 127.07387 130.02140 127.05500 130.03899 127.06547
Peak Runoff Rate (cms). 0.00060 0.12182 0.00064 0.16437 0.00064 0.17518
Unit Runoff (mm/hr).... 216.43892 212.59509 231.23053 206.45685 232.13751 209.87034
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 N54#1 N54#2 N52#1 N52#2
Area (hectares)........ 0.03600 0.33001 0.00100 0.21200 0.00100 0.22400
Percent Impervious..... 100.00000 18.00000 100.00000 0.00000 100.00000 9.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.01949 0.00000 127.05908 0.00000 127.06722
Total Losses (mm)...... 0.00000 2.93008 0.00000 2.91636 0.00000 2.91225
Remaining Depth (mm)... 0.00000 0.05043 0.00000 0.02456 0.00000 0.02053
Peak Runoff Rate (cms). 0.00000 0.14609 0.00000 0.12135 0.00000 0.11817
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.17886 130.14502 130.16054 0.00000 130.01279 130.21266
Peak Runoff Rate (cms). 0.02293 0.03776 0.00064 0.00000 0.00064 0.01284
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.17886 130.14502 130.16054 0.00000 130.01279 130.21266
Peak Runoff Rate (cms). 0.02293 0.03776 0.00064 0.00002 0.00064 0.01284
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) 130.17886 127.58209 130.16054 127.05908 130.01279 127.35031
Peak Runoff Rate (cms). 0.02293 0.18385 0.00064 0.12135 0.00064 0.13101
Unit Runoff (mm/hr).... 231.17602 202.23967 231.04109 207.78292 231.23053 212.31320
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........... N48#1 N48#2 N45#1 N45#2 N53#1 N53#2
Area (hectares)........ 0.00100 0.19500 0.03300 0.30401 0.00100 0.23301
Percent Impervious..... 100.00000 0.00000 100.00000 18.00000 100.00000 0.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.06829 0.00000 127.02921 0.00000 127.07231
Total Losses (mm)...... 0.00000 2.91167 0.00000 2.92751 0.00000 2.90941
Remaining Depth (mm)... 0.00000 0.02004 0.00000 0.04328 0.00000 0.01827
Peak Runoff Rate (cms). 0.00000 0.11323 0.00000 0.13639 0.00000 0.13614
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.01190 0.00000 130.18565 130.15223 129.83362 0.00000
Peak Runoff Rate (cms). 0.00064 0.00000 0.02102 0.03481 0.00047 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.01190 0.00000 130.18565 130.15223 129.83362 0.00000
Peak Runoff Rate (cms). 0.00064 0.00002 0.02102 0.03481 0.00047 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 130.01190 127.06829 130.18565 127.59136 129.83362 127.07231
Peak Runoff Rate (cms). 0.00064 0.11323 0.02102 0.17120 0.00047 0.13614
Unit Runoff (mm/hr).... 231.23054 210.78927 231.19927 204.42971 171.89361 212.09386
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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.05291 0.00000 127.08011 0.00000 127.08298
Total Losses (mm)...... 0.00000 2.91915 0.00000 2.90468 0.00000 2.90282
Remaining Depth (mm)... 0.00000 0.02795 0.00000 0.01521 0.00000 0.01420
Peak Runoff Rate (cms). 0.00000 0.14172 0.00000 0.05379 0.00000 0.08184
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.07218 0.00000 130.07835 130.15504 130.07831 130.15825
Peak Runoff Rate (cms). 0.02645 0.00000 0.05568 0.02481 0.08166 0.03761
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.07218 0.00000 130.07835 130.15504 130.07831 130.15825
Peak Runoff Rate (cms). 0.02645 0.00075 0.05568 0.02481 0.08166 0.03761
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) 130.07218 127.05291 130.07835 128.00259 130.07831 128.00556
Peak Runoff Rate (cms). 0.02645 0.14172 0.05568 0.07860 0.08166 0.11945
Unit Runoff (mm/hr).... 223.25371 205.78349 224.57799 219.48428 224.56886 220.11413
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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.07923 0.00000 127.03336 0.00000 127.17798
Total Losses (mm)...... 0.00000 2.90524 0.00000 2.92628 0.00000 2.82044
Remaining Depth (mm)... 0.00000 0.01553 0.00000 0.04036 0.00000 0.00159
Peak Runoff Rate (cms). 0.00000 0.10050 0.00000 0.16636 0.00000 0.01323
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.07885 130.17114 130.05504 130.09521 130.14179 0.00000
Peak Runoff Rate (cms). 0.09408 0.03613 0.12597 0.10195 0.03178 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.07885 130.17114 130.05504 130.09521 130.14179 0.00000
Peak Runoff Rate (cms). 0.09408 0.03613 0.12597 0.10195 0.03178 0.00090
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) 130.07885 127.85221 130.05504 128.10501 130.14179 127.17798
Peak Runoff Rate (cms). 0.09408 0.13664 0.12597 0.26831 0.03178 0.01323
Unit Runoff (mm/hr).... 224.67845 218.50176 218.78846 209.45794 230.69722 228.76684
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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.12635 0.00000 127.07688 0.00000 127.09315
Total Losses (mm)...... 0.00000 2.86867 0.00000 2.90670 0.00000 2.89576
Remaining Depth (mm)... 0.00000 0.00498 0.00000 0.01642 0.00000 0.01109
Peak Runoff Rate (cms). 0.00000 0.16499 0.00000 0.12531 0.00000 0.08933
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.06281 130.13473 130.05605 0.00000 130.04722 130.09879
Peak Runoff Rate (cms). 0.00061 0.20638 0.00060 0.00000 0.00060 0.11393
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.06281 130.13473 130.05605 0.00000 130.04722 130.09879
Peak Runoff Rate (cms). 0.00061 0.20638 0.00060 0.00002 0.00060 0.11393
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) 130.06281 128.78096 130.05605 127.07688 130.04722 128.74625
Peak Runoff Rate (cms). 0.00061 0.37137 0.00060 0.12531 0.00060 0.20326
Unit Runoff (mm/hr).... 220.94779 228.10224 219.08117 213.55159 216.43892 223.59182
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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 126.88640 0.00000 127.00660 0.00000 127.00788
Total Losses (mm)...... 0.00000 2.94494 0.00000 2.93290 0.00000 2.93264
Remaining Depth (mm)... 0.00000 0.16866 0.00000 0.06050 0.00000 0.05947
Peak Runoff Rate (cms). 0.00000 0.14844 0.00000 0.24402 0.00000 0.20582
Total Impervious Area
---------------------
Total Runoff Depth (mm) 129.98604 0.00000 130.09582 130.07807 130.03981 130.18311
Peak Runoff Rate (cms). 0.39732 0.00000 0.07771 0.15305 0.05308 0.02739
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 129.98604 0.00000 130.09582 130.07807 130.03981 130.18311
Peak Runoff Rate (cms). 0.39732 0.01125 0.07771 0.15305 0.05308 0.02739
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) 129.98604 126.88640 130.09582 128.08161 130.03981 127.32541
Peak Runoff Rate (cms). 0.39732 0.14844 0.07771 0.39707 0.05308 0.23321
Unit Runoff (mm/hr).... 197.84345 172.14846 227.48163 203.87060 214.09498 196.87183
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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.05157 0.00000 127.05202 0.00000 127.04012
Total Losses (mm)...... 0.00000 2.91971 0.00000 2.91952 0.00000 2.92408
Remaining Depth (mm)... 0.00000 0.02872 0.00000 0.02846 0.00000 0.03580
Peak Runoff Rate (cms). 0.00000 0.05601 0.00000 0.06227 0.00000 0.05559
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.10164 130.20707 130.07222 0.00000 130.06451 0.00000
Peak Runoff Rate (cms). 0.01697 0.00701 0.14146 0.00000 0.13418 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.10164 130.20707 130.07222 0.00000 130.06451 0.00000
Peak Runoff Rate (cms). 0.01697 0.00701 0.14146 0.00401 0.13418 0.00380
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) 130.10164 127.36712 130.07222 127.05202 130.06451 127.04012
Peak Runoff Rate (cms). 0.01697 0.06301 0.14146 0.06227 0.13418 0.05559
Unit Runoff (mm/hr).... 228.19345 207.94322 223.26352 205.50022 221.39163 201.79573
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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.04141 0.00000 126.97952 0.00000 127.04819
Total Losses (mm)...... 0.00000 2.92363 0.00000 2.93730 0.00000 2.92109
Remaining Depth (mm)... 0.00000 0.03496 0.00000 0.08318 0.00000 0.03072
Peak Runoff Rate (cms). 0.00000 0.05458 0.00000 0.15186 0.00000 0.05796
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.06227 0.00000 130.02381 0.00000 130.06857 0.00000
Peak Runoff Rate (cms). 0.12774 0.00000 0.39538 0.00000 0.13785 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.06227 0.00000 130.02381 0.00000 130.06857 0.00000
Peak Runoff Rate (cms). 0.12774 0.00362 0.39538 0.01120 0.13785 0.00390
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) 130.06227 127.04141 130.02381 126.97952 130.06857 127.04819
Peak Runoff Rate (cms). 0.12774 0.05458 0.39538 0.15186 0.13785 0.05796
Unit Runoff (mm/hr).... 220.80467 202.18559 208.91269 186.86856 222.40678 204.28311
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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.03965 0.00000 127.01298 0.00000 127.01930
Total Losses (mm)...... 0.00000 2.92424 0.00000 2.93158 0.00000 2.93012
Remaining Depth (mm)... 0.00000 0.03611 0.00000 0.05544 0.00000 0.05057
Peak Runoff Rate (cms). 0.00000 0.10777 0.00000 0.39495 0.00000 0.16030
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.06167 0.00000 129.94585 130.19957 130.04722 130.18973
Peak Runoff Rate (cms). 0.27595 0.00000 0.00052 0.04087 0.00060 0.02102
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.06167 0.00000 129.94585 130.19957 130.04722 130.18973
Peak Runoff Rate (cms). 0.27595 0.00781 0.00052 0.04087 0.00060 0.02102
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) 130.06167 127.03965 129.94585 127.26791 130.04722 127.33635
Peak Runoff Rate (cms). 0.27595 0.10777 0.00052 0.43582 0.00060 0.18132
Unit Runoff (mm/hr).... 220.64253 201.65230 188.82768 197.26127 216.43892 199.45391
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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.01729 0.00000 127.04974 0.00000 127.09616
Total Losses (mm)...... 0.00000 2.93060 0.00000 2.92047 0.00000 2.89353
Remaining Depth (mm)... 0.00000 0.05211 0.00000 0.02979 0.00000 0.01030
Peak Runoff Rate (cms). 0.00000 0.01884 0.00000 0.16359 0.00000 0.06567
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.04747 0.00000 130.09187 130.08956 130.10072 130.18232
Peak Runoff Rate (cms). 0.01372 0.00000 0.08252 0.13108 0.05781 0.02562
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.04747 0.00000 130.09187 130.08956 130.10072 130.18232
Peak Runoff Rate (cms). 0.01372 0.00039 0.08252 0.13108 0.05781 0.02562
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) 130.04747 127.01729 130.09187 128.32647 130.10072 127.92943
Peak Runoff Rate (cms). 0.01372 0.01884 0.08252 0.29467 0.05781 0.09130
Unit Runoff (mm/hr).... 216.51730 195.40276 226.93005 213.93268 228.08815 222.42037
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).... 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.07708 0.00000 127.08216
Total Losses (mm)...... 0.00000 2.90657 0.00000 2.90336
Remaining Depth (mm)... 0.00000 0.01634 0.00000 0.01448
Peak Runoff Rate (cms). 0.00000 0.07303 0.00000 0.08477
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.08003 130.16181 130.01002 0.00000
Peak Runoff Rate (cms). 0.06506 0.02922 0.00064 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.08003 130.16181 130.01002 0.00000
Peak Runoff Rate (cms). 0.06506 0.02922 0.00064 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 130.08003 127.90996 130.01002 127.08216
Peak Runoff Rate (cms). 0.06506 0.10225 0.00064 0.08477
Unit Runoff (mm/hr).... 224.91094 218.32544 231.23054 215.19202
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
250.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
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| ##### |
| # # |
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200.000 = # # =
| # # |
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| # # # # |
| # # # ##### |
150.000 = # # # # =
| # # # # |
| # # # # |
RAINFALL | ###### # # # # |
| # # # # # # |
IN | # # # # # # |
| # # # # # # |
MM/HR | # # # # # # |
| # # # # # # |
| ##### # # # # # |
100.000 = # # # # # # =
| # # # # # # |
| # # # ##### # |
| # # # ###### |
| # ##### ##### |
| # ##### |
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##### # |
# # ##### |
# # # ##### |
50.000 # # # ###### =
# # # # |
# ##### # |
# ##### |
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# # |
# ##### |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|====#====|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE TEWANTIN
EXISTING CASE - 1 YEAR -
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 66.0 meters. Maximum Elevation : 8.59 meters.
Main Channel Length : 66.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 66.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 55.0 meters. Maximum Elevation : 8.19 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 7.62 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 15.0 Max Topwidth : 39.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 4.02E+01 m
" " : 0.045 Beyond Station 25.0 Max left bank area : 2.83 m^2
Max right bank area : 2.83 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.90 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 5248
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 5.72 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 10.0 Max Topwidth : 29.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.02E+01 m
" " : 0.045 Beyond Station 20.0 Max left bank area : 1.88 m^2
Max right bank area : 1.88 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4845
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4250
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 9.52 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 20.0 Max Topwidth : 49.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 5.02E+01 m
" " : 0.045 Beyond Station 30.0 Max left bank area : 3.78 m^2
Max right bank area : 3.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5338
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 78.0 meters. Maximum Elevation : 7.69 meters.
Main Channel Length : 78.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 78.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3851
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 42.0 meters. Maximum Elevation : 5.69 meters.
Main Channel Length : 42.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 42.0 meters. Maximum Section Area : 3.82 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 5.0 Max Topwidth : 19.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.02E+01 m
" " : 0.045 Beyond Station 15.0 Max left bank area : 0.93 m^2
Max right bank area : 0.93 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 20.0 meters. Maximum Elevation : 6.17 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 14.87 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.86 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 5.01 m^2
Max right bank area : 5.55 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.30 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14a14bo
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 66.0000 Natural 6.6692 0.0450 34.8760 0.2000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 4342 55.0000 Natural 7.6192 0.0450 39.8760 0.2000
5 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
6 3534 10.0000 Natural 3.9400 0.0350 9.9000 0.4000
7 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
8 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
9 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
10 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
11 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
12 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
13 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
14 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
15 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
16 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
17 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
18 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
19 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
20 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
21 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
22 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
23 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
24 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
25 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
26 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
27 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
28 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
29 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
30 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
31 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
32 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
33 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
34 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
35 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
36 5248 58.0000 Natural 5.7192 0.0450 29.8760 0.2000
37 4845 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
38 4250 58.0000 Natural 9.5192 0.0450 49.8760 0.2000
39 5338 78.0000 Natural 6.6692 0.0450 34.8760 0.2000
40 3851 42.0000 Natural 3.8192 0.0450 19.8760 0.2000
41 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
42 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
43 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
44 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
45 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
46 3635o 20.0000 Natural 14.8725 0.0350 41.8623 0.4000
47 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
48 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
49 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
50 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
51 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
52 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
53 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
54 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
55 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
56 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
57 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
58 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
59 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
60 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
61 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
62 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
63 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
64 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
65 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
66 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
67 14a14bo 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
68 14a14bu 10.0000 Circular 0.0707 0.0130 0.3000 0.3000
Total length of all conduits .... 2717.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5453 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4342 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5248 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4250 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5338 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14a14bu 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.10
5047 0.15
5114b 0.14
4342 0.12
3736 0.17
3534 0.99
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5248 0.12
4845 0.12
4250 0.12
5338 0.09
3851 0.16
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
3836o 0.19
3635o 0.47
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14a14bo 0.98
14a14bu 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.2518E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.1000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.7000 8.5000 0.0000 0.0000 100.0000
3 N52 10.0000 7.2000 7.0000 0.0000 0.0000 100.0000
4 N38 10.0000 6.4000 5.0000 0.0000 0.0000 100.0000
5 N51 10.0000 5.0000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
7 N50 10.0000 5.9000 4.7000 0.0000 0.0000 100.0000
8 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
9 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
10 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
11 N43 10.0000 9.4000 9.2000 0.0000 0.0000 100.0000
12 N42 10.0000 7.5000 7.3000 0.0000 0.0000 100.0000
13 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
14 N36 10.0000 6.1700 4.4700 0.0000 0.0000 100.0000
15 N35 10.0000 5.6000 3.2000 0.0000 0.0000 100.0000
16 N34 10.0000 4.5000 4.1000 0.0000 0.0000 100.0000
17 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
18 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
19 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
20 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
21 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
22 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
23 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
24 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
25 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
26 N22 10.0000 3.9000 1.8600 0.0000 0.0000 100.0000
27 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
28 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
29 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
30 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
31 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
32 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
33 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
34 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
35 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
36 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
37 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
38 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
39 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
40 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
41 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
42 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
43 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
44 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
45 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
46 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
47 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
48 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160933.7350 21464.0650 No Ponding Normal 0 0.0000
2 N53 -161132.8250 14803.0350 No Ponding Normal 0 0.0000
3 N52 -168049.5300 21557.1050 No Ponding Normal 0 0.0000
4 N38 -171342.0350 13776.1850 No Ponding Normal 0 0.0000
5 N51 -183391.7200 13671.2150 No Ponding Normal 0 0.0000
6 N48 -176025.4150 19815.8450 No Ponding Normal 0 0.0000
7 N50 -177291.3350 28776.7250 No Ponding Normal 0 0.0000
8 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
9 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
10 N45 -183781.4150 18191.7850 No Ponding Normal 0 0.0000
11 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
12 N42 -168854.7100 30176.4750 No Ponding Normal 0 0.0000
13 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
14 N36 -171002.6100 8477.4020 No Ponding Normal 0 0.0000
15 N35 -176413.7050 7885.9300 No Ponding Normal 0 0.0000
16 N34 -180869.7350 7741.9235 No Ponding Normal 0 0.0000
17 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
18 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
19 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
20 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
21 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
22 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
23 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
24 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
25 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
26 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
27 N21 -185150.2150 10420.6175 No Ponding Normal 0 0.0000
28 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
29 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
30 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
31 N17 -189367.5450 11390.8700 No Ponding Normal 0 0.0000
32 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
33 N15 -194635.3350 18302.1200 No Ponding Normal 0 0.0000
34 N14B -191784.3100 13315.6200 No Ponding Normal 0 0.0000
35 N14A -195516.3200 13900.7250 No Ponding Normal 0 0.0000
36 N13 -199544.1450 14155.5750 No Ponding Normal 0 0.0000
37 N12 -202640.9100 14379.8100 No Ponding Normal 0 0.0000
38 N11 -207024.4300 14873.4250 No Ponding Normal 0 0.0000
39 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
40 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
41 N8 -207636.5450 6126.5595 No Ponding Normal 0 0.0000
42 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
43 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
44 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
45 N4 -211049.3300 11314.7800 No Ponding Normal 0 0.0000
46 N3 -210711.3350 16862.2550 No Ponding Normal 0 0.0000
47 N2 -213577.0250 20559.9200 No Ponding Normal 0 0.0000
48 N1 -214633.7250 25034.5200 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N52 8.9000 7.0000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 5114b N51 N14B 4.8000 3.0000 No Design
4 4342 N43 N42 9.2000 7.3000 No Design
5 3736 N37 N30 7.0000 5.5200 No Design
6 3534 N35 N34 4.2000 4.1000 No Design
7 3422 N34 N22 4.1000 3.4000 No Design
8 3130 N31 N30 7.5000 5.7000 No Design
9 3024 N30 N24 4.2000 2.8600 No Design
10 3036 N30 N36 5.6200 5.5200 No Design
11 2827 N28 N27 8.3000 6.7000 No Design
12 2726 N27 N26 6.7000 6.5000 No Design
13 2629 N26 N29 6.5000 6.4000 No Design
14 2930 N29 N30 6.4000 5.6200 No Design
15 2725 N27 N25 5.3500 4.8700 No Design
16 2524 N25 N24 4.8700 2.8600 No Design
17 2422 N24 N22 2.5900 1.8600 No Design
18 L575 N23 N22 4.7000 3.4000 No Design
19 2117 N21 N17 3.0000 2.9500 No Design
20 1714B N17 N14B 2.8500 2.8000 No Design
21 1716 N17 N16 1.7500 1.3500 No Design
22 1615 N16 N15 1.3400 1.2100 No Design
23 1614A N16 N14A 1.6500 1.6000 No Design
24 4514B N45 N14B 3.5000 2.8500 No Design
25 4515 N45 N15 2.5000 1.2100 No Design
26 1502 N15 N2 1.2100 1.0500 No Design
27 14A13 N13 N14A 1.8600 1.6000 No Design
28 1312 N13 N12 1.8600 1.6800 No Design
29 1211 N12 N11 1.6800 1.3400 No Design
30 1103 N11 N3 1.3400 1.1000 No Design
31 0912 N9 N12 3.5000 2.0000 No Design
32 0908 N9 N8 2.5000 2.0000 No Design
33 0811 N8 N11 3.0000 2.0000 No Design
34 0804 N8 N4 2.0000 1.7000 No Design
35 0201 N2 N1 1.0500 0.9300 No Design
36 5248 N52 N48 7.0000 4.8000 No Design
37 4845 N48 N45 4.6000 3.5000 No Design
38 4250 N42 N50 7.3000 5.7000 No Design
39 5338 N53 N38 8.5000 6.0000 No Design
40 3851 N38 N51 6.1500 4.8000 No Design
41 4746o N47 N46 4.6000 4.0000 No Design
42 4746u N47 N46 3.6000 3.0000 No Design
43 4645o N46 N45 4.0000 3.5000 No Design
44 4645u N46 N45 3.0000 2.5000 No Design
45 3836o N38 N36 6.0000 5.5200 No Design
46 3635o N36 N35 5.7700 5.2000 No Design
47 2217o N22 N17 3.4000 2.9500 No Design
48 2217u N22 N17 1.8600 1.7500 No Design
49 2019o N20 N19 7.0000 6.0000 No Design
50 2019u N20 N19 6.0000 4.5000 No Design
51 1918o N19 N18 6.0000 3.0000 No Design
52 1918u N19 N18 4.5000 1.9000 No Design
53 1817o N18 N17 3.0000 2.9500 No Design
54 1817u N18 N17 1.9000 1.7500 No Design
55 1009o N10 N9 4.6000 3.5000 No Design
56 1009u N10 N9 3.6000 2.5000 No Design
57 0706o N7 N6 5.0000 4.5000 No Design
58 0706u N7 N6 4.0000 3.5000 No Design
59 0604o N6 N4 4.5000 2.8000 No Design
60 0604u N6 N4 3.5000 1.7000 No Design
61 0504o N5 N4 4.3000 2.8000 No Design
62 0504u N5 N4 3.3000 1.7000 No Design
63 0403o N4 N3 2.8000 2.0000 No Design
64 0403u N4 N3 1.7000 1.1000 No Design
65 0302o N3 N2 1.8200 1.8100 No Design
66 0302u N3 N2 1.1000 1.0500 No Design
67 14a14bo N14B N14A 2.9900 2.5000 No Design
68 14a14bu N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE TEWANTIN
EXISTING CASE
Title from immediately preceding computational layer
EAGLE DRIVE TEWANTIN
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 35
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.15
#################################################
# Element numbers of interface inlet locations: #
#################################################
N43 N42 N50 N47 N54 N52 N48
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 60.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.0966 5.2415 5.0000
N51 2.7547 6.8868 175.0000
N48 2.3400 5.8501 30.0000
N50 2.0550 5.1374 45.0000
N47 2.2989 5.7472 1180.0000
N46 3.0862 7.7154 15870.0000
N45 1.1324 2.8309 70.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 1.7338 4.3345 15.0000
N35 2.9360 7.3400 0.0000
N34 50.0000 50.0000 0.0000
N31 37.0293 50.0000 0.0000
N30 0.2402 0.6004 430.0000
N29 47.8689 50.0000 0.0000
N28 32.3111 50.0000 0.0000
N27 3.5917 8.9792 265.0000
N26 50.0000 50.0000 0.0000
N25 3.2569 8.1423 0.0000
N24 0.4693 1.1733 10.0000
N23 13.2579 33.1447 0.0000
N22 0.2031 0.5077 40.0000
N21 1.5899 3.9747 95.0000
N20 0.5814 1.4534 260.0000
N19 0.2496 0.6241 435.0000
N18 1.1829 2.9573 365.0000
N17 1.1786 2.9465 50.0000
N16 5.9064 14.7660 0.0000
N15 8.1898 20.4745 0.0000
N14B 1.1561 2.8903 800.0000
N14A 13.8149 34.5374 0.0000
N13 49.4727 50.0000 0.0000
N12 31.9098 50.0000 0.0000
N11 32.0851 50.0000 0.0000
N10 1.6771 4.1926 360.0000
N9 1.7223 4.3056 440.0000
N8 0.9038 2.2596 35.0000
N7 1.4908 3.7269 265.0000
N6 1.8714 4.6786 25.0000
N5 1.3506 3.3764 275.0000
N4 4.7685 11.9213 0.0000
N3 31.7351 50.0000 0.0000
N2 31.5015 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 5.7500 0.0006 0.0319 Normal Soln
5047 34.3624 34.3624 50.0000 0.0000 0.0025 0.2723 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0024 0.0679 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0008 0.0279 Normal Soln
3736 36.0917 36.0917 50.0000 0.0000 0.0011 0.0262 Normal Soln
3534 4.9994 4.9994 12.5590 0.0000 0.0075 0.4277 Normal Soln
3422 20.2191 20.2191 50.0000 0.0000 0.0090 0.4054 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0024 0.0471 Normal Soln
3024 7.4232 7.4232 17.3391 0.0000 -0.0231 2.3189 Normal Soln
3036 11.8095 11.8095 50.0000 0.0000 0.0074 0.4093 Normal Soln
2827 29.9347 29.9347 48.0250 0.0000 0.0017 0.0443 Normal Soln
2726 8.1503 8.1503 50.0000 0.0000 0.0044 0.0744 Normal Soln
2629 33.3117 33.3117 50.0000 0.0000 0.0023 0.4334 Normal Soln
2930 29.5072 29.5072 50.0000 0.0000 0.0041 0.1633 Normal Soln
2725 5.0437 5.0437 12.9866 0.0000 0.0035 2.6036 Normal Soln
2524 14.4705 14.4705 32.5825 0.0000 -0.0098 2.2043 Normal Soln
2422 6.2860 6.2860 16.9119 0.0000 0.0331 2.0736 Normal Soln
L575 49.5149 49.5149 50.0000 0.0000 -0.0056 0.2577 Normal Soln
2117 7.1622 7.1622 24.2909 0.0000 -0.0039 0.0835 Normal Soln
1714B 16.6174 16.6174 50.0000 0.0000 -0.0331 0.5385 Normal Soln
1716 4.6401 4.6401 12.7610 0.0000 0.0173 1.6315 Normal Soln
1615 3.9279 3.9279 9.8564 0.0000 0.0128 3.7717 Normal Soln
1614A 1.7831 1.7831 5.2822 40.7500 -0.0133 3.8150 Normal Soln
4514B 14.7058 14.7058 24.4610 0.0000 0.0181 0.0748 Normal Soln
4515 5.6567 5.6567 12.7848 0.0000 -0.0043 2.1431 Normal Soln
1502 15.1829 15.1829 33.5656 0.0000 0.0189 4.8175 Normal Soln
14A13 3.9394 3.9394 17.1012 0.0000 -0.0133 0.3866 Normal Soln
1312 6.2647 6.2647 26.8750 0.0000 0.0143 0.4025 Normal Soln
1211 14.8116 14.8116 50.0000 0.0000 0.0111 0.2796 Normal Soln
1103 15.6603 15.6603 50.0000 0.0000 0.0102 0.1977 Normal Soln
0912 28.3735 28.3735 50.0000 0.0000 0.0011 0.0187 Normal Soln
0908 11.4133 11.4133 41.8469 0.0000 0.0028 3.1309 Normal Soln
0811 31.7931 31.7931 50.0000 0.0000 0.0034 0.0835 Normal Soln
0804 10.9016 10.9016 34.4719 0.0000 0.0041 4.0929 Normal Soln
0201 3.0582 3.0582 7.3204 270.9167 -0.1957 0.1291 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0009 0.0630 Normal Soln
4845 46.3399 46.3399 50.0000 0.0000 0.0019 0.2495 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0010 0.0473 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0007 0.0336 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 15.1363 15.1363 26.4709 0.0000 -0.0019 0.0410 Normal Soln
4746u 5.3157 5.3157 17.5548 0.0000 -0.0022 1.6828 Normal Soln
4645o 25.3365 25.3365 50.0000 0.0000 0.0018 0.0452 Normal Soln
4645u 6.9895 6.9895 23.9616 0.0000 0.0055 2.6055 Normal Soln
3836o 30.5621 30.5621 50.0000 0.0000 0.0008 0.0477 Normal Soln
3635o 15.7951 15.7951 33.0619 0.0000 0.0138 0.0684 Normal Soln
2217o 18.2358 18.2358 33.7739 0.0000 -0.0079 0.1563 Normal Soln
2217u 5.5371 5.5371 15.4531 0.0000 -0.0422 4.0878 Normal Soln
2019o 23.2137 23.2137 38.2859 0.0000 -0.0063 0.0453 Normal Soln
2019u 5.1534 5.1534 11.3390 0.0000 0.0149 2.2036 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0018 0.0070 Normal Soln
1918u 16.0098 16.0098 37.0243 0.0000 0.0157 2.7629 Normal Soln
1817o 14.7603 14.7603 38.4617 0.0000 0.0071 0.2379 Normal Soln
1817u 4.0047 4.0047 10.2084 0.0000 -0.0228 3.9635 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 -0.0007 0.0033 Normal Soln
1009u 10.4035 10.4035 30.3917 0.0000 0.0020 2.6404 Normal Soln
0706o 31.3229 31.3229 50.0000 0.0000 0.0021 0.0450 Normal Soln
0706u 6.7945 6.7945 24.6003 0.0000 -0.0023 2.1217 Normal Soln
0604o 32.2417 32.2417 50.0000 0.0000 -0.0032 0.1333 Normal Soln
0604u 9.6417 9.6417 20.6364 0.0000 0.0049 2.4996 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0103 0.0206 Normal Soln
0504u 12.4472 12.4472 33.9869 0.0000 -0.0165 2.9785 Normal Soln
0403o 16.0540 16.0540 35.0142 0.0000 -0.0048 0.0574 Normal Soln
0403u 3.4358 3.4358 7.7734 0.0000 -0.0172 1.6228 Normal Soln
0302o 5.5129 5.5129 15.0909 0.0000 0.0132 1.9114 Normal Soln
0302u 2.7271 2.7271 11.9293 0.0000 0.0068 0.7089 Normal Soln
14a14bo 6.2689 6.2689 28.0903 0.0000 0.0146 0.0637 Normal Soln
14a14bu 1.9195 1.9195 5.3814 42.5833 -0.0065 2.7140 Normal Soln
The conduit with the smallest time step limitation was..0201
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................0201
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.01 / 6.01/ 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/ 0.02 / 4.22/
N29/ 0.01 / 6.41/ 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/ 0.03 / 1.89/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.02 / 1.36/ N15/ 0.04 / 1.25/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.02 / 1.07/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00*/
1918u/ 0.00*/ 1817o/ 0.00*/ 1817u/ 0.00*/
1009o/ 0.00*/ 1009u/ 0.00*/ 0706o/ 0.00*/
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00*/ 0504u/ 0.00*/ 0403o/ 0.00*/
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.01 / 5047/ 0.02 / 5114b/ 0.01 /
4342/ 0.01 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.53 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.09 / 2725/ 0.17 /
2524/ 0.21 / 2422/ 0.30 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.40 /
1615/ 0.22 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.24 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.07 / 0201/ 0.11 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.19 /
4645o/ 0.00 / 4645u/ 0.12 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.25 /
2019o/ 0.00 / 2019u/ 0.33 / 1918o/ 0.00 /
1918u/ 0.23 / 1817o/ 0.00 / 1817u/ 0.18 /
1009o/ 0.00 / 1009u/ 0.11 / 0706o/ 0.00 /
0706u/ 0.07 / 0604o/ 0.00 / 0604u/ 0.24 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.30 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.45 / 5047/ 0.28 / 5114b/ 0.06 /
4342/ 0.31 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.07 / 3024/ 0.18 /
3036/ 3.35 / 2827/ 0.03 / 2726/ 8.93 /
2629/ 0.52 / 2930/ 0.23 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.04 / 1714B/ 1.63 / 1716/ 0.41 /
1615/ 0.30 / 1614A/ 0.33 / 4514B/ 0.08 /
4515/ 0.15 / 1502/ 0.33 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.12 /
0912/ 0.32 / 0908/ 0.15 / 0811/ 0.04 /
0804/ 0.18 / 0201/ 0.34 / 5248/ 0.39 /
4845/ 0.27 / 4250/ 0.43 / 5338/ 2.69 /
3851/ 0.04 / 4746o/ 0.01 / 4746u/ 0.12 /
4645o/ 0.05 / 4645u/ 0.12 / 3836o/ 3.40 /
3635o/ 0.01 / 2217o/ 0.19 / 2217u/ 0.29 /
2019o/ 0.43 / 2019u/ 0.18 / 1918o/ 0.06 /
1918u/ 0.24 / 1817o/ 0.15 / 1817u/ 0.24 /
1009o/ 0.01 / 1009u/ 0.15 / 0706o/ 0.11 /
0706u/ 0.12 / 0604o/ 0.15 / 0604u/ 0.15 /
0504o/ 0.01 / 0504u/ 0.12 / 0403o/ 0.01 /
0403u/ 0.29 / 0302o/ 0.06 / 0302u/ 1.50 /
14a14bo/ 0.01 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.01 / 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/ 0.01 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.30 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.03 / N15/ 0.04 /
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/ 0.01 / N2/ 0.02 / N1/ 0.00 /
Junction/ Freeboard
N54/ 1.10 / N53/ 1.50 / N52/ 3.00 /
N38/ 3.99 / 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/ 5.78 /
N29/ 3.59 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.40 /
N23/ 5.30 / N22/ 8.11 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.64 / N15/ 8.75 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.93 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.03 /
N38/ 1.10 / N51/ 1.02 / N48/ 1.05 /
N50/ 1.06 / N47/ 1.10 / N46/ 1.11 /
N45/ 1.16 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.07 / N36/ 1.39 / N35/ 1.15 /
N34/ 0.15 / N31/ 0.02 / N30/ 1.67 /
N29/ 0.14 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.21 / N25/ 0.84 / N24/ 1.60 /
N23/ 0.12 / N22/ 1.78 / N21/ 1.15 /
N20/ 1.03 / N19/ 1.55 / N18/ 1.33 /
N17/ 1.40 / N16/ 1.82 / N15/ 1.28 /
N14B/ 1.32 / N14A/ 1.28 / N13/ 0.83 /
N12/ 0.85 / N11/ 1.01 / N10/ 1.01 /
N9/ 1.02 / N8/ 1.04 / N7/ 1.03 /
N6/ 1.06 / N5/ 1.02 / N4/ 1.15 /
N3/ 0.93 / N2/ 0.94 / N1/ 0.94 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.17 / 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/ 0.01 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.02 / 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/ 0.17 /
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/ 0.12 / 5047/ 0.10 / 5114b/ 0.03 /
4342/ 0.07 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.08 /
3036/ 3.03 / 2827/ 0.01 / 2726/ 0.04 /
2629/ 0.19 / 2930/ 0.09 / 2725/ 0.01 /
2524/ 0.02 / 2422/ 0.12 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.10 /
1615/ 0.16 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.08 / 1502/ 0.57 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.05 / 1103/ 0.22 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.02 / 0201/ 0.17 / 5248/ 0.09 /
4845/ 0.13 / 4250/ 0.10 / 5338/ 0.84 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.02 / 3836o/ 6.75 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.13 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.11 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.02 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.38 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.02 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.01 / 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/ 4.22/ 2.87/
3036/ 5.62/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.41 2930/ 6.41/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.89 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.36/
1615/ 1.36/ 1.25 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.25 1502/ 1.25/ 1.07 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.07/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.01/
3851/ 6.01/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.01/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.89/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.07/ 1.07 0302u/ 1.10/ 1.07/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 8655
Total number of time steps during simulation.... 6553
Ratio of actual # of time steps / NTCYC......... 1.517
Average number of iterations per time step...... 1.321
Average time step size(seconds)................ 3.296
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.250
Average minimum implicit time step (sec)........ 1.615
Average minimum junction time step (sec)........ 1.615
Average Courant Factor Tf....................... 1.615
Number of times omega reduced................... 64
*=========================================================*
| 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 1.05 6909 0 4 0 0 0
N53 0 1.08 7065 0 5 0 0 0
N52 0 1.15 7553 0 8 0 0 0
N38 0 1.11 7247 0 6 0 0 0
N51 0 1.04 6813 1 23 1 0 0
N48 0 1.15 7505 1 17 1 0 0
N50 0 1.15 7530 1 24 1 0 0
N47 0 1.34 8757 0 8 0 0 0
N46 0 1.35 8875 0 6 0 0 0
N45 0 1.45 9527 3 15 4 0 0
N43 0 1.07 7002 0 5 0 0 0
N42 0 1.17 7662 0 7 0 0 0
N37 0 1.13 7399 0 5 0 0 0
N36 0 1.53 10051 0 10 1 0 0
N35 0 1.35 8818 1 15 1 0 0
N34 0 1.33 8700 0 7 0 0 0
N31 0 1.20 7833 0 8 0 0 0
N30 0 1.60 10458 0 18 3 0 0
N29 0 1.35 8842 0 7 0 0 0
N28 0 1.15 7555 0 7 0 0 0
N27 0 1.57 10290 2 15 1 0 0
N26 0 1.41 9267 0 6 0 0 0
N25 0 1.17 7699 0 10 1 0 0
N24 0 1.31 8590 0 10 1 0 0
N23 0 1.26 8226 0 7 0 0 0
N22 0 1.56 10218 10 14 2 0 0
N21 0 1.37 8965 1 19 1 0 0
N20 0 1.29 8422 1 21 4 0 0
N19 0 1.41 9271 1 11 2 0 0
N18 0 1.55 10144 1 9 0 0 0
N17 0 1.92 12573 2 11 2 0 0
N16 0 1.48 9681 0 8 0 0 0
N15 0 1.27 8302 0 8 0 0 0
N14B 0 1.89 12409 0 11 1 0 0
N14A 0 1.57 10269 2 14 7 0 0
N13 0 1.44 9459 0 7 0 0 0
N12 0 1.41 9223 0 7 0 0 0
N11 0 1.47 9631 0 11 1 0 0
N10 0 1.19 7795 0 6 0 0 0
N9 0 1.29 8478 0 6 0 0 0
N8 0 1.39 9084 1 15 2 0 0
N7 0 1.21 7920 0 14 1 0 0
N6 0 1.48 9702 8 19 1 0 0
N5 0 1.19 7781 0 18 2 0 0
N4 0 1.61 10563 1 15 1 0 0
N3 0 1.84 12085 4 12 2 0 0
N2 0 1.67 10915 1 9 0 0 0
N1 0 1.51 9902 22 23 14 0 0
Total number of iterations for all junctions.. 428965
Minimum number of possible iterations......... 314544
Efficiency of the simulation.................. 1.36
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 8.9229 0 36 0.0000 1.0771 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5233 0 36 0.0000 1.4767 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0327 0 39 0.0000 2.9673 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0998 0 40 0.0000 3.9002 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8207 0 35 0.0000 5.1793 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6549 0 36 0.0000 5.3451 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7587 0 39 0.0000 4.2413 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6984 0 39 0.0000 5.3016 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1085 0 40 0.0000 5.8915 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6570 0 38 0.0000 6.3430 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2214 0 35 0.0000 0.7786 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3281 0 37 0.0000 2.6719 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0676 0 35 0.0000 2.9324 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8610 0 37 0.0000 4.1390 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3501 0 36 0.0000 5.6499 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2464 0 37 0.0000 5.7536 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5234 0 35 0.0000 2.4766 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8662 0 36 0.0000 4.1338 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5404 0 35 0.0000 3.4596 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3807 0 35 0.0000 1.6193 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7299 0 35 0.0000 3.2701 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7149 0 36 0.0000 3.2851 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7094 0 38 0.4644 4.2906 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1926 0 39 0.8826 5.8074 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8203 0 35 0.0000 5.1797 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.6378 0 39 0.0000 6.3622 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1537 0 40 0.0000 6.8463 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0280 0 35 0.0000 2.9720 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0512 0 37 0.0000 3.9488 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2290 0 39 0.0000 6.7710 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1536 0 39 0.0000 6.8464 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1558 0 39 0.7558 6.8442 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.4925 0 42 0.4575 7.5075 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1178 0 40 0.0000 6.8822 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.8782 0 40 0.0000 7.1218 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6853 0 40 0.0000 7.3147 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.5340 0 42 0.0000 7.4660 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.3451 0 42 0.0000 7.6549 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6088 0 35 0.0000 5.3912 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5202 0 36 0.0000 6.4798 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0447 0 35 0.0000 6.9553 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0306 0 35 0.0000 4.9694 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5623 0 35 0.0000 5.4377 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3223 0 35 0.0000 5.6777 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8507 0 36 0.0000 7.1493 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0270 0 42 0.0000 7.9730 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9864 0 42 0.0000 8.0136 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.8678 0 42 0.0000 8.1322 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 0.1111 0 36 0.1729 0 35 0.0134 8.9229 7.0327 .1145 .1635
5047 2.8812 1.4600 200.0000 0.3780 0 40 0.5032 0 41 0.1312 5.7587 4.6984 .2936 .4922
5114b 3.5733 1.8108 200.0000 0.0825 0 35 0.3598 0 23 0.0231 4.8207 3.1178 .1033 .5889
4342 10.3858 1.3631 200.0000 0.1133 0 35 0.1834 0 35 0.0109 9.2214 7.3281 .1071 .1404
3736 14.9983 3.6090 400.0000 0.1300 0 35 0.7268 0 11 0.0087 7.0676 5.8662 .1691 .8656
3534 5.8173 1.4765 400.0000 1.1581 0 37 0.7963 0 36 0.1991 4.3501 4.2464 .3752 .3659
3422 6.0122 1.5213 400.0000 1.1535 0 37 0.6331 0 37 0.1919 4.2464 3.6378 .3659 .5946
3130 13.5508 2.2744 300.0000 0.1954 0 35 0.3545 0 15 0.0144 7.5234 5.8662 .0779 .5541
3024 0.4621 2.9058 450.0000 0.4509 1 11 2.9413 1 15 0.9756 5.8662 4.1926 3.702 2.961
3036 6.7857 1.4251 400.0000 0.7805 0 36 0.2942 0 36 0.1150 5.8662 5.8610 .6156 .8525
2827 15.5945 3.7524 400.0000 0.2253 0 35 1.0411 0 35 0.0144 8.3807 6.7806 .2018 .2015
2726 18.5574 3.1124 300.0000 0.4018 0 35 0.1819 0 35 0.0216 6.7299 6.7149 .0995 .7162
2629 2.4524 0.5150 400.0000 0.3946 0 36 0.3610 0 36 0.1609 6.7149 6.5404 .5372 .3509
2930 11.6053 2.4373 400.0000 0.7326 0 35 0.8345 0 15 0.0631 6.5404 5.8662 .3509 .6156
2725 0.2218 2.0080 375.0000 0.2570 0 10 2.3141 0 10 1.1588 6.7299 5.7094 3.679 2.238
2524 0.2779 2.5163 375.0000 0.2533 0 11 2.4553 0 10 0.9115 5.7094 4.1926 2.238 3.553
2422 0.8401 2.9711 600.0000 0.6554 0 59 2.3073 0 59 0.7802 4.1926 3.6378 2.670 2.963
L575 4.4056 1.1111 300.0000 0.3600 0 35 0.4738 0 26 0.0817 4.8203 3.6378 .4011 .7928
2117 10.3655 2.0976 500.0000 0.1922 0 34 0.4117 0 22 0.0185 3.1537 3.1536 .3074 .4072
1714B 8.1188 0.9553 500.0000 1.5945 0 40 0.4324 0 40 0.1964 3.1536 3.1178 .6072 .6356
1716 3.1532 3.6415 1050.000 2.0484 0 25 2.3526 0 26 0.6496 3.1536 3.1558 1.336 1.719
1615 0.7725 1.7486 750.0000 1.2176 0 27 2.7400 0 27 1.5762 3.1557 2.4925 2.421 1.710
1614A 0.7872 1.7819 750.0000 0.8401 0 25 1.8942 0 25 1.0672 3.1557 2.8782 2.007 1.704
4514B 28.0567 3.5017 450.0000 0.8451 0 38 0.9845 0 15 0.0301 3.6570 3.1178 .3489 .5951
4515 0.1942 2.7467 300.0000 0.1788 1 36 2.5033 1 36 0.9209 3.6570 2.4925 3.856 4.275
1502 0.6052 1.1322 825.0000 1.3704 0 27 2.6817 0 22 2.2643 2.4930 1.9864 1.555 1.135
14A13 16.6072 0.8411 1700.000 -3.1335 0 40 -0.5848 0 40 -0.1887 2.8782 2.6853 .5990 .6384
1312 15.7543 0.6101 1400.000 3.1329 0 40 0.5209 0 37 0.1989 2.6853 2.5340 .5895 .6100
1211 22.0747 0.6694 1700.000 3.0802 0 42 0.3467 0 41 0.1395 2.5340 2.3451 .5024 .5913
1103 34.9730 0.7240 2000.000 3.4263 0 42 0.4159 0 43 0.0980 2.3451 2.0270 .5026 .4635
0912 7.4604 1.8954 400.0000 0.0538 0 36 0.0286 0 36 0.0072 3.5202 2.5340 .0505 1.335 *
0908 0.1628 1.4741 375.0000 0.1334 0 23 1.1948 0 23 0.8193 3.5202 3.0447 2.720 2.785
0811 6.0914 1.5476 400.0000 0.1646 0 35 0.2277 0 25 0.0270 3.0447 2.3451 .1118 .8628
0804 0.2208 1.3886 450.0000 0.2322 0 30 1.4506 0 30 1.0513 3.0447 2.8507 2.321 2.557
0201 142.3584 2.9703 2000.000 5.8918 0 42 1.3661 1 1 0.0414 1.9864 1.8678 .4682 .4689
5248 8.1651 1.4277 200.0000 0.2061 0 39 0.3294 0 39 0.0252 7.0327 4.8252 .1635 .1258
4845 2.5500 1.2922 200.0000 0.2996 0 36 0.3022 0 36 0.1175 4.6549 3.6570 .2747 .7850
4250 11.5986 1.2184 200.0000 0.2505 0 37 0.1560 0 36 0.0216 7.3281 5.7587 .1404 .2936
5338 8.7547 1.3127 200.0000 0.1228 0 36 0.1173 0 0 0.0140 8.5233 6.0998 .1166 .4992
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0998 4.8207 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.3409 0 39 0.9445 0 35 0.0196 4.6984 4.1085 .2461 .2714
4746u 0.1498 2.1194 300.0000 0.1013 0 14 1.4241 0 8 0.6765 4.6984 4.1085 3.661 3.695
4645o 15.8729 2.3953 400.0000 0.3480 0 40 0.5538 0 32 0.0219 4.1085 3.6570 .2714 .3925
4645u 0.1105 1.5637 300.0000 0.0990 0 24 1.3773 0 24 0.8957 4.1085 3.6570 3.695 3.856
3836o 9.9729 2.0945 400.0000 0.2363 0 40 0.1333 0 40 0.0237 6.0998 5.8610 .2496 .8525
3635o 35.6736 2.3986 400.0000 1.1254 0 37 0.6049 0 37 0.0315 5.8610 5.2857 .2275 .2143
2217o 14.0423 2.7133 500.0000 1.0983 0 39 1.0377 0 50 0.0782 3.6378 3.1850 .4757 .4700
2217u 0.6241 1.4127 750.0000 1.0064 0 59 2.2661 0 59 1.6125 3.6378 3.1536 2.370 1.871
2019o 11.6942 3.9474 300.0000 0.2302 0 35 0.7836 0 34 0.0197 7.0280 6.0512 .0933 .1707
2019u 0.6375 4.0085 450.0000 0.4236 0 43 2.6485 0 43 0.6644 7.0280 6.0512 2.284 3.447
1918o 18.5045 3.0423 400.0000 0.0644 0 37 0.0720 0 37 0.0035 6.0512 3.2290 .1280 .5726
1918u 0.9440 3.3387 600.0000 0.8476 0 36 2.9710 0 36 0.8979 6.0512 3.2290 2.585 2.215
1817o 9.1593 1.0777 500.0000 0.8673 0 39 0.5721 0 33 0.0947 3.2290 3.1536 .4581 .4072
1817u 0.5070 1.7932 600.0000 0.6120 0 13 2.1556 0 13 1.2071 3.2290 3.1536 2.215 2.339
1009o 8.3091 3.0016 300.0000 0.0138 0 35 0.1930 0 35 0.0017 4.6088 3.5202 .0294 .0674
1009u 0.2415 2.1864 375.0000 0.1837 0 35 1.6452 0 35 0.7606 4.6088 3.5202 2.690 2.720
0706o 7.2322 2.5945 300.0000 0.0944 0 35 0.3426 0 35 0.0131 5.0306 4.5623 .1019 .2075
0706u 0.1248 1.7661 300.0000 0.0875 0 12 1.2195 0 12 0.7008 5.0306 4.5623 3.435 3.540
0604o 9.6606 3.5627 300.0000 0.4296 0 35 1.0637 0 35 0.0445 4.5623 2.8620 .2075 .2068
0604u 0.3116 2.8210 375.0000 0.3073 0 20 2.7621 0 20 0.9864 4.5623 2.8507 2.832 3.068
0504o 8.6316 3.1463 300.0000 0.0667 0 35 0.4477 0 33 0.0077 4.3223 2.8507 .0744 .1692
0504u 0.1541 2.1802 300.0000 0.1328 0 23 1.8539 0 23 0.8621 4.3223 2.8507 3.407 3.835
0403o 9.0589 2.2976 400.0000 0.2602 0 36 0.5712 0 36 0.0287 2.8507 2.0412 .1269 .1030
0403u 1.9283 4.3647 750.0000 1.1347 0 25 2.5738 0 25 0.5885 2.8507 2.0270 1.534 1.236
0302o 2.9365 0.3239 300.0000 2.8064 0 42 0.6626 0 45 0.9557 2.0270 1.9864 .6899 .5882
0302u 3.2556 3.6173 600.0000 0.7557 0 55 0.8383 0 55 0.2321 2.0270 1.9864 1.544 1.560
14a14bo 75.9084 3.3944 500.0000 2.4123 0 40 0.3562 0 26 0.0318 3.1178 2.8782 .2556 .7565
14a14bu 0.1368 1.9347 300.0000 0.1330 1 23 1.8583 1 23 0.9726 3.1178 2.8782 4.392 4.260
FREE # 1 Undefnd Undefnd Undefn 5.9414 0 42
*==================================================*
| 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 0.0186 0.6473 0.0047
5047 3.5000 51.3333 0.0000 305.1667 0.0755 0.7526 0.0395
5114b 4.4583 35.4167 0.0000 320.1250 0.0617 0.6183 0.0090
4342 0.1667 359.8333 0.0000 0.0000 0.0156 0.6208 0.0045
3736 0.1667 78.2708 0.0000 281.5625 0.1174 1.5904 0.0362
3534 3.9722 356.0278 0.0000 0.0000 0.1441 1.4554 0.1178
3422 3.9722 36.9167 0.0000 319.1111 0.1799 1.8352 0.1200
3130 0.1667 72.2778 0.0000 287.5556 0.0861 1.7309 0.0107
3024 0.1667 64.4375 0.0000 295.3958 0.1301 0.1639 3.4060
3036 7.2500 73.0278 279.7222 0.0000 0.1491 2.6544 0.0863
2827 0.1667 0.0000 0.0000 359.8333 0.0397 0.2165 0.0840
2726 315.0000 45.0000 0.0000 0.0000 0.1105 2.2312 0.0219
2629 0.2500 359.7500 0.0000 0.0000 0.0951 1.0936 0.0641
2930 0.2500 73.1250 0.0000 286.6250 0.0982 1.2115 0.1169
2725 0.1667 359.8333 0.0000 0.0000 0.1040 0.1138 2.1291
2524 0.1667 79.6667 0.0000 280.1667 0.1119 0.1146 2.0782
2422 0.1667 359.8333 0.0000 0.0000 0.1726 0.2906 3.4293
L575 0.1667 33.2222 0.0000 326.6111 0.0916 1.5488 0.0525
2117 2.5417 36.0556 0.0000 321.4028 0.1703 1.7315 0.0199
1714B 288.7778 36.6667 34.5556 0.0000 0.1585 3.6875 0.1343
1716 0.1667 356.8333 0.0000 3.0000 0.2938 0.8902 3.5727
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4521 3.9928
1614A 4.2500 98.6667 257.0833 0.0000 0.2281 0.4607 2.2807
4514B 273.2500 62.8333 0.0000 23.9167 0.0921 2.0386 0.0904
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.4869
1502 0.1667 359.8333 0.0000 0.0000 0.2306 0.5471 2.6053
14A13 64.0000 296.0000 0.0000 0.0000 0.3696 5.3587 0.6150
1312 63.9167 296.0833 0.0000 0.0000 0.3208 6.2001 0.4270
1211 6.3333 353.6667 0.0000 0.0000 0.4627 8.8955 0.3219
1103 0.1667 359.8333 0.0000 0.0000 0.3487 8.2546 0.4007
0912 344.1157 15.8843 0.0000 0.0000 0.1781 1.8802 0.0067
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.2195
0811 337.8333 21.7500 0.0000 0.4167 0.1637 1.7056 0.0180
0804 0.1667 359.8333 0.0000 0.0000 0.1299 0.1642 1.3064
0201 0.1667 359.8333 0.0000 0.0000 0.3533 7.0139 0.8729
5248 0.1667 0.0000 0.0000 359.8333 0.0210 0.6255 0.0095
4845 4.0833 86.5417 0.0000 269.3750 0.0986 0.9921 0.0320
4250 0.2500 356.5000 0.0000 3.2500 0.0327 1.6296 0.0067
5338 0.1667 356.4167 0.0000 3.4167 0.0485 1.6962 0.0044
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 307.4722 52.0556 0.0000 0.4722 0.0507 0.3632 0.0971
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5516
4645o 305.5278 54.4722 0.0000 0.0000 0.0549 0.6630 0.0697
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5327
3836o 3.6111 356.3889 0.0000 0.0000 0.1074 1.7967 0.0291
3635o 303.9444 0.0000 0.0000 56.0556 0.0445 1.8604 0.0534
2217o 322.8889 4.2500 0.0000 32.8611 0.0835 1.2307 0.2110
2217u 0.1667 359.8333 0.0000 0.0000 0.2129 0.4523 3.4121
2019o 346.9653 7.9167 0.0000 5.1181 0.0371 0.3663 0.0239
2019u 0.1667 359.8333 0.0000 0.0000 0.1353 0.1655 2.5108
1918o 350.3889 9.6111 0.0000 0.0000 0.0556 0.9125 0.0100
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.2741
1817o 313.5278 19.1944 0.0000 27.2778 0.0911 1.7023 0.1103
1817u 0.1667 359.8333 0.0000 0.0000 0.1824 0.2961 2.2059
1009o 356.2222 3.7778 0.0000 0.0000 0.0124 0.0728 0.0026
1009u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1139 1.6677
0706o 329.1389 30.8611 0.0000 0.0000 0.0375 0.2777 0.0157
0706u 0.1667 359.8333 0.0000 0.0000 0.0889 0.0728 1.2438
0604o 319.5972 0.0000 0.0000 40.4028 0.0505 0.4040 0.0661
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.6674
0504o 345.0889 9.4444 0.0000 5.4667 0.0299 0.2077 0.0117
0504u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0730 1.8499
0403o 349.6667 1.5833 0.0000 8.7500 0.0460 0.4555 0.0263
0403u 0.1667 359.8333 0.0000 0.0000 0.2281 0.4589 2.4666
0302o 326.0000 14.2778 0.0000 19.7222 0.1343 4.3050 0.1250
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.9868 0.6721
14a14bo 320.0278 38.8889 0.0000 1.0833 0.1566 8.3289 0.0733
14a14bu 4.4583 355.5417 0.0000 0.0000 0.0839 0.0727 1.8874
*===========================================*
| 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 0.0127 274.2699 0.0003 0.9991 0.2019 0.0066 0.2089 2.6186
5047 0.0488 1054.5953 0.0009 0.9854 0.9319 0.0225 0.2228 0.0350
5114b 0.0083 180.1691 0.0002 0.9812 0.9291 0.0114 0.1129 0.0350
4342 0.0125 268.9953 0.0003 0.9991 0.2355 0.0053 0.1885 2.6186
3736 0.0132 285.3582 0.0004 0.9991 0.7737 0.0384 0.4832 1.1638
3534 0.0591 1275.8512 0.0025 0.9834 0.2883 0.0230 0.2298 0.0350
3422 0.0596 1286.3106 0.0024 0.9832 0.5454 0.0279 0.2811 0.0450
3130 0.0195 420.8500 0.0006 0.9991 0.7690 0.0235 0.4705 2.0367
3024 0.1028 2220.8731 0.0015 0.9991 1.3307 0.0696 0.0786 0.7565
3036 0.0055 118.6528 0.0029 0.9731 0.0154 0.0704 0.9258 0.0207
2827 0.0227 489.4961 0.0007 0.9991 1.2108 0.0141 0.0531 1.1638
2726 0.0173 372.6486 0.0013 0.2556 0.0569 0.0384 0.3629 0.0200
2629 0.0212 458.8705 0.0011 0.9991 0.1683 0.0267 0.1764 2.0367
2930 0.0590 1275.3648 0.0021 0.9991 0.6088 0.0331 0.2984 1.1638
2725 0.0456 985.3259 0.0008 0.9991 1.1064 0.0516 0.0482 0.7565
2524 0.0455 982.2169 0.0008 0.9974 1.4487 0.0502 0.0457 0.0133
2422 0.1485 3208.0547 0.0024 0.9991 0.8180 0.0923 0.1409 0.7565
L575 0.0350 756.4528 0.0011 0.9991 0.4992 0.0246 0.2584 2.6186
2117 0.0196 424.1249 0.0010 0.9904 0.8204 0.0275 0.2754 0.0200
1714B 0.0378 816.1383 0.0044 0.4012 0.0212 0.0341 0.6024 0.0211
1716 0.3883 8386.9620 0.0063 0.9991 0.9298 0.1456 0.3685 Section 4
0.7565
1615 0.2658 5741.4704 0.0041 0.9991 0.6147 0.1209 0.2358 0.7565
1614A 0.1226 2648.4891 0.0032 0.9818 0.1824 0.1037 0.2117 0.0130
4514B 0.0811 1751.2620 0.0022 0.4686 0.3092 0.0254 0.3576 0.0213
4515 0.0475 1025.4684 0.0007 0.9991 0.6517 0.0531 0.0419 0.7565
1502 0.3134 6768.6900 0.0047 0.9991 0.8297 0.1333 0.2541 0.7565
14A13 -0.2502 -5405.142 0.0066 0.8715 0.0011 0.1552 1.1717 0.1237
1312 0.2506 5412.8069 0.0068 0.8715 0.0787 0.1145 1.2552 0.1217
1211 0.2499 5396.9911 0.0067 0.9765 0.0533 0.1332 1.9480 0.1242
1103 0.3002 6484.0069 0.0074 0.9991 0.1401 0.1529 1.7605 7.2738
0912 0.0010 22.1152 0.0001 0.0910 0.0033 0.0476 0.4944 0.0450
0908 0.0194 418.4225 0.0006 0.9991 0.6260 0.0478 0.0393 0.8147
0811 0.0051 111.1550 0.0005 0.1282 0.0249 0.0217 0.2231 0.0450
0804 0.0335 724.2322 0.0010 0.9991 0.5151 0.0614 0.0642 0.7565
0201 0.8034 17353.454 0.0181 0.9991 0.4997 0.1617 1.5381 2.3277
5248 0.0262 566.6886 0.0005 0.9991 0.6187 0.0073 0.2031 2.6186
4845 0.0379 817.6917 0.0007 0.9828 0.7251 0.0304 0.3034 0.0350
4250 0.0298 644.5709 0.0007 0.9991 0.2496 0.0105 0.5008 2.6186
5338 0.0140 302.2986 0.0003 0.9991 0.0687 0.0197 0.6686 2.6186
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0015 0.0246 0.0450
4746o 0.0226 487.3222 0.0007 0.2986 0.2612 0.0105 0.0577 0.0206
4746u 0.0480 1036.2242 0.0004 0.9991 0.9646 0.0430 0.0356 0.7565
4645o 0.0235 506.7487 0.0007 0.3093 0.1387 0.0150 0.1156 0.0206
4645u 0.0471 1017.2005 0.0004 0.9991 0.5885 0.0446 0.0370 0.8147
3836o 0.0328 709.3660 0.0006 0.9849 0.0770 0.0558 0.6794 0.0203
3635o 0.0548 1184.6205 0.0023 0.3179 0.1926 0.0079 0.2224 0.0350
2217o 0.0476 1027.6081 0.0022 0.2115 0.1417 0.0134 0.1116 0.0212
2217u 0.2085 4503.4169 0.0034 0.9991 0.7433 0.1141 0.2056 0.7565
2019o 0.0050 107.6881 0.0005 0.0745 0.0981 0.0018 0.0176 0.0200
2019u 0.0573 1236.8321 0.0015 0.9991 1.6111 0.0607 0.0506 0.7565
1918o 0.0009 19.8099 0.0001 0.0528 0.0031 0.0091 0.1205 0.0211
1918u 0.1110 2397.0702 0.0027 0.9991 1.1295 0.0808 0.1002 0.7565
1817o 0.0539 1164.4305 0.0021 0.2651 0.1152 0.0178 0.2176 0.0206
1817u 0.0882 1904.7535 0.0023 0.9991 0.6082 0.0904 0.1297 0.7565
1009o 0.0001 1.5861 0.0000 0.0208 0.0091 0.0005 0.0027 0.0212
1009u 0.0203 437.5361 0.0007 0.9991 1.0781 0.0428 0.0301 0.8147
0706o 0.0029 63.0847 0.0003 0.1769 0.0865 0.0042 0.0282 0.0208
0706u 0.0155 335.4403 0.0003 0.9991 0.6448 0.0405 0.0278 0.7565
0604o 0.0183 394.8958 0.0013 0.2294 0.3094 0.0064 0.0444 0.0205
0604u 0.0588 1270.1938 0.0010 0.9991 1.3328 0.0533 0.0474 0.7565
0504o 0.0013 28.5454 0.0002 0.0839 0.0726 0.0015 0.0094 0.0208
0504u 0.0185 398.8990 0.0005 0.9991 0.7236 0.0401 0.0272 0.7565
0403o 0.0043 92.3844 0.0005 0.0568 0.0491 0.0020 0.0196 0.0450
0403u 0.1649 3562.4084 0.0038 0.9991 1.9316 0.1016 0.1649 0.7565
0302o 0.1062 2294.0535 0.0056 0.1941 0.0966 0.0145 0.3871 0.0282
0302u 0.3642 7867.3600 0.0028 0.9991 0.1673 0.1364 0.4241 0.4073
14a14bo 0.1017 2196.2002 0.0048 0.2297 0.0689 0.0174 0.8009 0.0350
14a14bu 0.0259 559.4659 0.0005 0.9811 0.2878 0.0457 0.0369 0.0130
FREE # 1 0.8035 17354.607
*===============================================================*
| 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 0.1111 0.0000 0.8146 0.0184 0.0227 8.9229 7.0321 Max Flow
5047 0.3780 0.0000 0.4555 0.0532 0.0586 5.7587 4.6984 Max Flow
5114b 0.0825 0.0000 0.0568 0.0191 0.0204 4.8207 3.1046 Max Flow
4342 0.1133 0.0000 0.9637 0.0178 0.0210 9.2214 7.3278 Max Flow
3736 0.1300 0.0000 0.0026 0.0791 0.0673 7.0676 5.8644 Max Flow
3534 1.1581 0.0000 0.1027 0.1124 0.1493 4.3500 4.2460 Max Flow
3422 1.1533 0.0000 0.3182 0.1121 0.1463 4.2463 3.6344 Max Flow
3130 0.1953 0.0000 0.0230 0.0212 0.0232 7.5234 5.8644 Max Flow
3024 0.4509 1.2990 1.1696 0.4293 0.3593 5.7859 3.2743 Max Flow
3036 0.7804 0.0000 0.0102 0.1609 0.1877 5.8662 5.8608 Max Flow
2827 0.2253 0.0000 1.5995 0.0985 0.0806 8.3807 6.7806 Max Flow
2726 0.4018 0.0000 0.0025 0.0346 0.0295 6.7299 6.7113 Max Flow
2629 0.3946 0.0000 0.1654 0.1211 0.2041 6.7149 6.5404 Max Flow
2930 0.7325 0.0000 0.1660 0.1562 0.1402 6.5403 5.8660 Max Flow
2725 0.2562 0.8313 0.6271 0.3494 0.3750 6.7041 5.2443 Max Flow
2524 0.2526 0.4806 1.5127 0.3484 0.2806 5.2623 3.2055 Max Flow
2422 0.6549 0.2782 0.4396 0.5205 0.3985 3.6042 2.9185 Max Flow
L575 0.3599 0.0000 0.2350 0.1013 0.1203 4.8203 3.6094 Max Flow
2117 0.1919 0.0000 0.0011 0.0332 0.0439 3.1187 3.1183 Max Flow
1714B 1.5944 0.0000 0.0373 0.2172 0.2953 3.1536 3.1178 Max Flow
1716 2.0464 -0.1755 0.1664 0.8138 0.6162 3.0554 3.0584 Max Flow
1615 1.2175 0.4275 0.3191 0.6655 0.7500 3.0817 2.3324 Max Flow
1614A 0.8396 0.4084 0.0564 0.5678 0.6789 3.0470 2.5814 Max Flow
4514B 0.8451 0.0000 0.0676 0.1643 0.1565 3.6570 3.1166 Max Flow
4515 0.1788 0.6992 1.0712 1.0100 0.2269 3.5100 1.7350 Max Flow
1502 1.3703 -0.2135 0.7655 0.6997 0.8250 2.3319 1.8034 Max Flow
14A13 0.0141 0.0000 0.0022 0.0687 0.1250 2.0592 2.0572 Max Flow
1312 3.1328 0.0000 0.1586 0.5138 0.8201 2.6853 2.5287 Max Flow
1211 3.0801 0.0000 0.1935 0.4949 0.8284 2.5340 2.3439 Max Flow
1103 3.4220 0.0000 0.3125 0.5074 1.0061 2.3451 2.0251 Max Flow
0912 0.0538 0.0000 0.0009 0.0139 0.0195 3.5202 2.4381 Max Flow
0908 0.1334 0.1585 0.3285 0.2693 0.2583 3.5028 3.0158 Max Flow
0811 0.1646 0.0000 0.0266 0.0304 0.0444 3.0447 2.2439 Max Flow
0804 0.2322 0.1891 0.3273 0.3393 0.3944 2.9992 2.4828 Max Flow
0201 5.8917 0.0000 0.1205 0.7510 0.9358 1.9864 1.8658 Max Flow
5248 0.2061 0.0000 2.2052 0.0252 0.0291 7.0327 4.8252 Max Flow
4845 0.2995 0.0000 0.1474 0.0456 0.0549 4.6549 3.6567 Max Flow
4250 0.2504 0.0000 0.2736 0.0225 0.0278 7.3281 5.7577 Max Flow
5338 0.1228 0.0000 0.0500 0.0190 0.0232 8.5233 6.0966 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.3409 0.0000 0.4696 0.1148 0.0983 4.6984 4.1085 Max Flow
4746u 0.1013 0.3372 0.2664 0.2464 0.1809 4.6209 4.0173 Max Flow
4645o 0.3480 0.0000 0.1926 0.1157 0.1084 4.1085 3.6569 Max Flow
4645u 0.0990 0.0809 0.3879 0.2439 0.2218 4.0811 3.6126 Max Flow
3836o 0.2363 0.0000 0.0063 0.0993 0.0996 6.0998 5.8580 Max Flow
3635o 1.1253 0.0000 0.5680 0.0857 0.0881 5.8610 5.2857 Max Flow
2217o 1.0983 0.0000 0.4501 0.2350 0.2364 3.6378 3.1850 Max Flow
2217u 1.0059 0.2585 0.2828 0.6172 0.7500 3.4242 2.8799 Max Flow
2019o 0.2301 0.0000 0.5297 0.0382 0.0276 7.0280 6.0412 Max Flow
2019u 0.4231 1.2072 0.6536 0.4233 0.2679 6.9991 5.1269 Max Flow
1918o 0.0644 0.0000 0.0107 0.0585 0.0509 6.0512 3.2265 Max Flow
1918u 0.8476 0.7646 2.0589 0.5615 0.4445 6.0497 3.2243 Max Flow
1817o 0.8673 0.0000 0.0687 0.1713 0.2299 3.2290 3.1535 Max Flow
1817u 0.6114 0.1966 0.2163 0.5068 0.6000 3.0189 2.6068 Max Flow
1009o 0.0138 0.0000 0.2747 0.0078 0.0072 4.6088 3.5187 Max Flow
1009u 0.1837 0.4676 0.6228 0.3131 0.2448 4.6086 3.5183 Max Flow
0706o 0.0943 0.0000 0.1321 0.0311 0.0301 5.0306 4.5614 Max Flow
0706u 0.0875 0.2575 0.2384 0.2303 0.1852 5.0044 4.5086 Max Flow
0604o 0.4296 0.0000 1.6997 0.0794 0.0620 4.5622 2.8620 Max Flow
0604u 0.3073 0.5196 1.7253 1.0118 0.3030 4.5118 2.2642 Max Flow
0504o 0.0667 0.0000 0.3516 0.0251 0.0220 4.3223 2.8478 Max Flow
0504u 0.1328 0.5760 1.1565 0.2727 0.2149 4.3101 2.5657 Max Flow
0403o 0.2601 0.0000 0.8012 0.0412 0.0463 2.8507 2.0412 Max Flow
0403u 1.1346 0.7481 0.1996 0.6485 0.4137 2.7760 1.8333 Max Flow
0302o 2.8063 0.0000 0.0326 0.1378 0.2698 2.0269 1.9864 Max Flow
0302u 0.7553 0.0643 0.0027 0.2956 0.1781 1.8910 1.8241 Max Flow
14a14bo 2.4123 0.0000 0.0122 0.1386 0.1273 3.1178 2.8779 Max Flow
14a14bu 0.1330 0.3950 0.1844 0.2728 0.2388 2.8677 2.2848 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 232.1667 124.3333 3.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 120.1667 235.5000 4.3333 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 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.0000 356.1667 3.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 11.3333 344.8333 3.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 91.6667 268.1667 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 352.8333 7.1667 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 355.1667 0.0000 0.0000 0.0000 4.8333 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 0.8333 253.5000 105.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 311.5000 14.8333 2.3333 0.0000 30.1667 0.0000 None
2524 0.1667 0.1667 359.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 291.1667 6.0000 0.0000 38.3333 23.3333 0.0000 None
L575 265.3333 94.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 99.3333 258.1667 2.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 71.1667 288.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 264.3333 36.8333 0.0000 40.0000 17.6667 0.0000 None
1615 0.3333 210.8333 0.8333 12.0000 78.1667 0.0000 57.8333 0.0000 None
1614A 0.0000 263.3333 0.0000 37.6667 48.8333 10.1667 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 286.8333 56.1667 0.1667 0.0000 16.8333 0.0000 0.0000 0.0000 None
14A13 0.0000 296.0000 64.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 3.8333 292.3333 63.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 353.8333 6.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.1667 359.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 8.6667 344.1667 0.0000 7.1667 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 318.3333 4.3333 0.0000 23.5000 12.6667 0.0000 None
0811 0.0000 22.1667 337.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 246.3333 41.3333 0.0000 37.0000 6.5000 28.8333 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 237.8333 121.8333 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 229.6667 126.3333 4.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 1.1667 358.5000 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 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 273.1667 6.8333 0.0000 63.6667 15.1667 0.0000 None
4645o 0.0000 4.6667 355.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 269.3333 1.3333 0.0000 87.0000 1.1667 0.0000 None
3836o 0.0000 356.5000 3.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635o 12.3333 43.6667 304.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217o 5.0000 5.5000 349.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 293.3333 19.1667 0.1667 0.0000 47.3333 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019u 0.0000 1.0000 349.3333 0.0000 0.0000 0.0000 9.6667 0.0000 None
1918o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.1667 1.0000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 11.3333 35.1667 313.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 2.0000 257.1667 2.8333 10.6667 37.8333 49.5000 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 18.6667 341.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 314.0000 1.1667 0.0000 41.5000 2.1667 0.0000 None
0604o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.1667 1.0000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.1667 1.0000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 5.6667 4.6667 349.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.5000 0.6667 318.8333 0.0000 0.0000 0.0000 40.0000 0.0000 None
0302o 15.1667 18.8333 326.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 172.3333 146.3333 0.0000 37.5000 2.6667 0.0000 None
14a14bo 0.5000 5.0000 354.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
14a14bu 0.0000 0.0000 267.1667 7.0000 0.0000 83.6667 2.1667 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
5453 351.2917 354.7917 3.5000 0.0000
5047 47.4167 47.4722 0.0000 0.0000
5114b 34.8611 34.8611 262.8750 0.0000
4342 350.2917 351.5417 1.2500 0.0000
3736 78.3125 79.5208 132.8542 0.0000
3534 332.0972 332.1944 0.0000 0.0000
3422 35.4167 35.4444 257.7083 0.0000
3130 71.6111 72.7361 184.9500 0.0000
3024 0.0000 0.0000 279.1667 0.0000
3036 0.0000 30.6111 0.0000 0.0000
2827 0.3694 1.6333 90.7778 0.0000
2726 349.4583 349.4583 0.0000 0.0000
2629 53.7194 53.9306 0.0000 0.0000
2930 72.9028 73.2639 0.0000 0.0000
2725 0.0000 0.0000 306.3472 0.0000
2524 28.1111 29.0694 309.0556 0.0000
2422 273.8056 287.8750 67.1250 0.0000
L575 31.5278 31.5278 0.0000 0.0000
2117 3.7778 35.5000 262.6250 0.0000
1714B 0.0000 26.0833 0.0000 0.0000
1716 282.7778 302.1111 241.7500 0.0000
1615 223.4306 265.3750 0.1667 0.0000
1614A 0.0000 16.3472 0.0000 0.0000
4514B 62.6111 62.6806 14.3750 0.0000
4515 257.3056 261.1250 22.0833 0.0000
1502 1.6667 2.1667 63.1944 0.0000
14A13 265.6250 268.7917 0.0000 0.0000
1312 283.7222 324.9167 0.0000 0.0000
1211 325.3889 348.5556 0.0000 0.0000
1103 56.6528 69.2917 0.0000 0.0000
0912 336.7500 336.7500 0.0000 0.0000
0908 311.8194 314.6806 0.0000 0.0000
0811 336.1389 336.1389 0.0556 0.0000
0804 281.7917 312.9028 0.0000 0.0000
0201 11.7370 20.8287 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 84.7083 84.7500 0.1250 0.0000
4250 126.1667 126.1667 0.0000 0.0000
5338 356.4167 359.8333 3.4167 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 343.9167 344.6667 0.0000 0.0000
4746u 0.7917 259.6250 270.3750 0.0000
4645o 346.7778 346.7778 0.0000 0.0000
4645u 268.8750 268.9167 10.6944 0.0000
3836o 356.3889 356.3889 0.0000 0.0000
3635o 0.0000 0.0000 0.0278 0.0000
2217o 9.4138 11.4233 0.0000 0.0000
2217u 0.0000 0.0000 4.1667 0.0000
2019o 7.8056 7.8333 335.4375 0.0000
2019u 267.7083 337.8056 342.5694 0.0000
1918o 327.0556 327.0556 0.0000 0.0000
1918u 309.9444 310.1111 310.9306 0.0000
1817o 299.9444 299.9444 299.9444 0.0000
1817u 248.4167 282.1111 1.2917 0.0000
1009o 326.8333 326.8333 0.0000 0.0000
1009u 285.0556 328.6806 279.4167 0.0000
0706o 348.1944 348.1944 0.0000 0.0000
0706u 274.7778 312.7500 4.3333 0.0000
0604o 0.3056 0.3611 348.3750 0.0000
0604u 307.5556 310.3333 311.0000 0.0000
0504o 327.0000 327.0278 6.0514 0.0000
0504u 310.4861 310.6111 8.2639 0.0000
0403o 318.6111 318.6111 0.3056 0.0000
0403u 52.8333 104.3611 284.5417 0.0000
0302o 0.0000 0.0000 301.1944 0.0000
0302u 176.0000 317.6944 0.0000 0.0000
14a14bo 38.7778 38.7778 299.5000 0.0000
14a14bu 263.7500 269.3333 0.0000 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 0.1613 0.1914 0.1613 0.0343 0.0424 0.0343 0.2128 0.2216 0.2128 14.0476 14.6272 14.0476 0.0272
5047 0.1471 0.5032 0.1471 0.0001 0.3777 0.0001 0.0010 0.7506 0.0010 0.0460 35.2801 0.0460 0.0766
5114b 0.0391 0.1336 0.0391 0.0000 0.0824 0.0000 0.0007 0.6170 0.0007 0.0330 30.8503 0.0330 0.0630
4342 0.1707 0.2085 0.1707 0.0365 0.0403 0.0365 0.2137 0.1934 0.2137 11.7532 10.6373 11.7532 0.0243
3736 0.0220 0.0933 0.0220 0.0028 0.1243 0.0028 0.1282 1.3327 0.1282 6.4101 66.6363 6.4101 0.2268
3534 0.1249 0.7970 0.1249 0.0002 1.1578 0.0002 0.0014 1.4526 0.0014 0.0137 14.5265 0.0137 0.1482
3422 0.1341 0.6304 0.1341 0.0005 1.1525 0.0005 0.0035 1.8282 0.0035 0.1392 73.1273 0.1392 0.1865
3130 0.0240 0.1129 0.0240 0.0000 0.1953 0.0000 0.0008 1.7293 0.0008 0.0420 95.1135 0.0420 0.0873
3036 0.1018 0.3699 0.1018 0.0381 0.7043 0.0381 0.3744 1.9040 0.3744 6.7386 34.2715 6.7386 0.2924
2827 0.0000 1.0424 0.0000 0.0000 0.2253 0.0000 0.0000 0.2162 0.0000 0.0000 10.8079 0.0000 0.0807
2726 0.0442 0.1803 0.0442 0.0001 0.4016 0.0001 0.0016 2.2280 0.0016 0.0158 22.2798 0.0158 0.1125
2629 0.1221 0.3770 0.1221 0.0040 0.3866 0.0040 0.0331 1.0254 0.0331 1.4875 46.1445 1.4875 0.1853
2930 0.1305 0.6481 0.1305 0.0065 0.7196 0.0065 0.0499 1.1103 0.0499 2.3942 53.2924 2.3942 0.1956
L575 0.0000 0.2326 0.0000 0.0000 0.3600 0.0000 0.0000 1.5474 0.0000 0.0000 92.8459 0.0000 0.1768
2117 0.0210 0.1113 0.0210 0.0001 0.1921 0.0001 0.0026 1.7264 0.0026 0.0259 17.2636 0.0259 0.1762
1714B 0.2165 0.6128 0.1726 0.2806 1.2548 0.0591 1.2963 2.0477 0.3423 36.2964 57.3359 9.5833 0.3100
4514B 0.1586 0.5906 0.0902 0.1182 0.7204 0.0065 0.7457 1.2197 0.0720 17.8971 29.2725 1.7291 0.2090
14A13 0.3733 0.6266 0.2029 0.3020 2.8288 0.0026 0.8089 4.5146 0.0129 8.0891 45.1457 0.1294 1.1298
1312 0.1959 0.5025 0.6210 0.0558 2.5233 0.5538 0.2847 5.0211 0.8917 3.9851 70.2951 12.4842 0.8383
1211 0.0000 0.3466 0.0000 0.0000 3.0802 0.0000 0.0000 8.8859 0.0000 0.0000 328.7787 0.0000 0.9250
1103 0.2503 0.4863 0.5693 0.6493 2.5514 0.2255 2.5938 5.2466 0.3961 90.7842 183.6294 13.8638 0.9716
0912 0.0039 0.0287 0.0039 0.0000 0.0538 0.0000 0.0018 1.8765 0.0018 0.1008 103.2093 0.1008 0.1915
0811 0.0131 0.0966 0.0131 0.0000 0.1645 0.0000 0.0015 1.7026 0.0015 0.0830 93.6420 0.0830 0.1737
0201 0.1344 1.3298 0.1275 0.2817 5.5158 0.0943 2.0969 4.1477 0.7394 20.9688 41.4771 7.3943 0.9362
5248 0.3093 0.3611 0.3093 0.0591 0.0878 0.0591 0.1912 0.2431 0.1912 11.0902 14.1000 11.0902 0.0293
4845 0.0885 0.3027 0.0885 0.0002 0.2993 0.0002 0.0017 0.9887 0.0017 0.1018 59.3223 0.1018 0.1009
4250 0.1502 0.1657 0.1502 0.0948 0.0609 0.0948 0.6312 0.3671 0.6312 36.6111 21.2946 36.6111 0.0417
5338 0.0708 0.0759 0.0708 0.0415 0.0397 0.0415 0.5867 0.5229 0.5867 45.7591 40.7884 45.7591 0.0573
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 0.9441 0.0000 0.0000 0.3409 0.0000 0.0000 0.3611 0.0000 0.0000 9.0266 0.0000 0.1030
4645o 0.0000 0.5470 0.0000 0.0000 0.3480 0.0000 0.0000 0.6362 0.0000 0.0000 20.9953 0.0000 0.1378
3836o 0.0375 0.1521 0.0375 0.0060 0.2242 0.0060 0.1612 1.4743 0.1612 6.4485 58.9703 6.4485 0.2400
3635o 0.5378 0.6971 0.5680 0.2947 0.4600 0.3706 0.5480 0.6599 0.6525 10.9600 13.1980 13.0499 0.0886
2217o 0.3167 1.2987 0.1244 0.1594 0.9387 0.0002 0.5034 0.7228 0.0014 17.6178 25.2997 0.0495 0.2365
2019o 0.1027 0.6288 0.1027 0.0000 0.2301 0.0000 0.0002 0.3660 0.0002 0.0052 10.9793 0.0052 0.0373
1918o 0.0105 0.0740 0.0105 0.0004 0.0639 0.0001 0.0352 0.8634 0.0099 3.8733 94.9733 1.0859 0.1655
1817o 0.1425 0.6247 0.1424 0.0472 0.8097 0.0104 0.3313 1.2963 0.0727 7.2885 28.5182 1.5991 0.2183
1009o 0.0716 0.1991 0.0716 0.0002 0.0135 0.0002 0.0022 0.0680 0.0022 0.1108 3.3980 0.1108 0.0136
0706o 0.1385 0.3849 0.1385 0.0034 0.0876 0.0034 0.0248 0.2275 0.0248 0.7452 6.8245 0.7452 0.0455
0604o 0.4491 1.2484 0.4491 0.0208 0.3880 0.0208 0.0464 0.3108 0.0464 2.6427 17.7151 2.6427 0.0622
0504o 0.1275 0.3545 0.1275 0.0019 0.0629 0.0019 0.0151 0.1774 0.0151 0.9515 11.1752 0.9515 0.0355
0403o 0.0977 0.5716 0.0977 0.0000 0.2602 0.0000 0.0002 0.4552 0.0002 0.0031 9.1032 0.0031 0.0464
0302o 0.3083 0.5886 0.7408 0.0992 0.9169 1.7903 0.3219 1.5579 2.4167 3.2187 15.5790 24.1672 0.1947
14a14bo 0.2479 0.3494 0.2449 0.5547 1.2249 0.6326 2.2380 3.5053 2.5835 22.3804 35.0529 25.8352 0.2491
*========================================================*
| 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 0.3144 0.3886 0.3144 1.0174 0.09657 34.903 0.3144 0.3886 0.3144 1.0174 0.09657 34.903 0.0000 0.0000 0.0000 None
5047 .001473 3.8681 .001473 3.8711 0.07447 9.9255 .001473 3.8681 .001473 3.8711 0.07447 9.9255 0.0000 0.0000 0.0000 None
5114b .000873 2.7900 .000873 2.7917 0.07901 9.9210 .000873 2.7900 .000873 2.7917 0.07901 9.9210 0.0000 0.0000 0.0000 None
4342 0.2801 0.3097 0.2801 0.8699 0.09713 39.903 0.2801 0.3097 0.2801 0.8699 0.09713 39.903 0.0000 0.0000 0.0000 None
3736 0.4524 19.930 0.4524 20.835 0.5474 14.453 0.4524 19.930 0.4524 20.835 0.5474 14.453 0.0000 0.0000 0.0000 None
3534 .001722 11.625 .001722 11.628 0.08147 9.9185 .001722 11.625 .001722 11.628 0.08147 9.9185 0.0000 0.0000 0.0000 None
3422 .005369 13.264 .005369 13.275 0.06269 9.9373 .005369 13.264 .005369 13.275 0.06269 9.9373 0.0000 0.0000 0.0000 None
3130 .000912 9.7264 .000912 9.7283 0.08253 19.917 .000912 9.7264 .000912 9.7283 0.08253 19.917 0.0000 0.0000 0.0000 None
3036 1.9222 35.538 1.9222 39.382 0.9882 19.012 1.9222 35.538 1.9222 39.382 0.9882 19.012 0.0000 0.0000 0.0000 None
2827 0.0000 1.2578 0.0000 1.2578 3.5424 11.458 0.0000 1.2578 0.0000 1.2578 3.5424 11.458 0.0000 0.0000 0.0000 None
2726 .004519 25.964 .004519 25.973 0.07187 19.928 .004519 25.964 .004519 25.973 0.07187 19.928 0.0000 0.0000 0.0000 None
2629 0.07558 7.2399 0.07558 7.3911 4.4404 15.560 0.07558 7.2399 0.07558 7.3911 4.4404 15.560 0.0000 0.0000 0.0000 None
2930 0.1308 14.464 0.1308 14.726 4.1071 15.893 0.1308 14.464 0.1308 14.726 4.1071 15.893 0.0000 0.0000 0.0000 None
L575 0.0000 6.8232 0.0000 6.8232 1.2480 18.752 0.0000 6.8232 0.0000 6.8232 1.2480 18.752 0.0000 0.0000 0.0000 None
2117 .007682 27.125 .007682 27.140 0.07064 9.9294 .007682 27.125 .007682 27.140 0.07064 9.9294 0.0000 0.0000 0.0000 None
1714B 8.9717 40.121 1.8891 50.982 0.08057 23.127 8.9717 40.121 1.8891 50.982 0.08057 23.127 0.0000 0.0000 0.0000 None
4514B 2.7768 16.918 0.1526 19.847 0.08084 21.189 2.7768 16.918 0.1526 19.847 0.08084 21.189 0.0000 0.0000 0.0000 None
14A13 2.5722 24.094 0.02236 26.688 7.5030 20.870 2.5722 24.094 0.02236 26.688 7.5030 20.870 0.0000 0.0000 0.0000 None
1312 0.5674 25.671 5.6339 31.873 12.706 34.171 0.5674 25.671 5.6339 31.873 12.706 34.171 0.0000 0.0000 0.0000 None
1211 0.0000 43.701 0.0000 43.701 12.273 30.454 0.0000 43.701 0.0000 43.701 12.273 30.454 0.0000 0.0000 0.0000 None
1103 8.1389 31.980 2.8267 42.946 14.547 40.014 8.1389 31.980 2.8267 42.946 14.547 40.014 0.0000 0.0000 0.0000 None
0912 .001831 13.854 .001831 13.857 0.08085 9.9191 .001831 13.854 .001831 13.857 0.08085 9.9191 0.0000 0.0000 0.0000 None
0811 .001412 11.780 .001412 11.783 0.08263 9.9174 .001412 11.780 .001412 11.783 0.08263 9.9174 0.0000 0.0000 0.0000 None
0201 4.0862 80.002 1.3672 85.456 16.035 40.011 4.0862 80.002 1.3672 85.456 16.035 40.011 0.0000 0.0000 0.0000 None
5248 0.3055 0.4534 0.3055 1.0643 0.09614 29.904 0.3055 0.4534 0.3055 1.0643 0.09614 29.904 0.0000 0.0000 0.0000 None
4845 .003071 6.1220 .003071 6.1281 0.06637 9.9336 .003071 6.1220 .003071 6.1281 0.06637 9.9336 0.0000 0.0000 0.0000 None
4250 1.4041 0.9013 1.4041 3.7094 0.09366 49.906 1.4041 0.9013 1.4041 3.7094 0.09366 49.906 0.0000 0.0000 0.0000 None
5338 1.7009 1.6250 1.7009 5.0269 0.09054 34.909 1.7009 1.6250 1.7009 5.0269 0.09054 34.909 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 0.0000 0.0000 10.000 10.000 0.0000 0.0000 0.0000 0.0000 10.000 10.000 0.0000 0.0000 0.0000 None
4746o 0.0000 2.4730 0.0000 2.4730 10.926 19.074 0.0000 2.4730 0.0000 2.4730 10.926 19.074 0.0000 0.0000 0.0000 None
4645o 0.0000 5.7208 0.0000 5.7208 10.902 19.098 0.0000 5.7208 0.0000 5.7208 10.902 19.098 0.0000 0.0000 0.0000 None
3836o 0.6251 23.203 0.6251 24.453 2.6768 17.323 0.6251 23.203 0.6251 24.453 2.6768 17.323 0.0000 0.0000 0.0000 None
3635o 1.7764 2.7728 2.2340 6.7832 0.09102 41.807 1.7764 2.7728 2.2340 6.7832 0.09102 41.807 0.0000 0.0000 0.0000 None
2217o 1.9067 11.229 .002105 13.138 0.4728 15.024 1.9067 11.229 .002105 13.138 0.4728 15.024 0.0000 0.0000 0.0000 None
2019o .000159 2.0444 .000159 2.0448 0.09066 9.9093 .000159 2.0444 .000159 2.0448 0.09066 9.9093 0.0000 0.0000 0.0000 None
1918o 0.05496 9.5120 0.01540 9.5824 8.1421 19.873 0.05496 9.5120 0.01540 9.5824 8.1421 19.873 0.0000 0.0000 0.0000 None
1817o 1.0916 18.725 0.2394 20.056 2.4407 20.956 1.0916 18.725 0.2394 20.056 2.4407 20.956 0.0000 0.0000 0.0000 None
1009o .002271 0.1935 .002271 0.1981 2.1738 7.8262 .002271 0.1935 .002271 0.1981 2.1738 7.8262 0.0000 0.0000 0.0000 None
0706o 0.05694 1.4496 0.05694 1.5635 1.4081 8.5919 0.05694 1.4496 0.05694 1.5635 1.4081 8.5919 0.0000 0.0000 0.0000 None
0604o 0.1309 2.4384 0.1309 2.7001 1.0082 8.9918 0.1309 2.4384 0.1309 2.7001 1.0082 8.9918 0.0000 0.0000 0.0000 None
0504o 0.02933 0.9576 0.02933 1.0163 1.6486 8.3514 0.02933 0.9576 0.02933 1.0163 1.6486 8.3514 0.0000 0.0000 0.0000 None
0403o .000076 1.3069 .000076 1.3071 0.09337 9.9066 .000076 1.3069 .000076 1.3071 0.09337 9.9066 0.0000 0.0000 0.0000 None
0302o 1.8881 17.447 34.065 53.400 23.157 53.013 1.8881 17.447 34.065 53.400 23.157 53.013 0.0000 0.0000 0.0000 None
14a14bo 16.483 36.396 18.796 71.675 2.9013 56.098 16.483 36.396 18.796 71.675 2.9013 56.098 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 8.9229 7.0327 66.0000 17.5000 17.4034 17.4034 5.0000 17.4034 17.4034 5.0000 34.8069 34.8069
5047 5.7587 4.6984 47.0000 9.9000 9.8255 9.8255 9.8000 0.0255 0.0255 0.0000 9.8511 9.8511
5114b 4.8207 3.1178 50.0000 9.9000 9.8210 9.8210 9.8000 0.0210 0.0210 0.0000 9.8420 9.8420
4342 9.2214 7.3281 55.0000 20.0000 19.9029 19.9029 5.0000 19.9029 19.9029 5.0000 39.8057 39.8057
3736 7.0676 5.8662 50.0000 11.4000 10.8526 10.8526 7.9000 3.0526 3.0526 0.1000 13.9052 13.9052
3534 4.3501 4.2464 10.0000 9.9000 9.8185 9.8185 9.8000 0.0185 0.0185 0.0000 9.8371 9.8371
3422 4.2464 3.6378 40.0000 9.9000 9.8373 9.8373 9.8000 0.0373 0.0373 0.0000 9.8746 9.8746
3130 7.5234 5.8662 55.0000 19.9000 19.8175 19.8175 19.8000 0.0175 0.0175 0.0000 19.8349 19.8349
3036 5.8662 5.8610 18.0000 14.0000 13.0118 13.0118 8.1000 5.0118 5.0118 0.1000 18.0236 18.0236
2827 8.3807 6.7806 50.0000 11.4000 7.8576 7.8576 7.9000 0.0576 0.0576 0.1000 7.9152 7.9152
2726 6.7299 6.7149 10.0000 19.9000 19.8281 19.8281 19.8000 0.0281 0.0281 0.0000 19.8563 19.8563
2629 6.7149 6.5404 45.0000 14.0000 9.5596 9.5596 8.1000 1.5596 1.5596 0.1000 11.1191 11.1191
2930 6.5404 5.8662 48.0000 14.0000 9.8929 9.8929 8.1000 1.8929 1.8929 0.1000 11.7858 11.7858
L575 4.8203 3.6378 60.0000 10.0000 8.7520 8.7520 9.9000 8.7520 8.7520 9.9000 17.5040 17.5040
2117 3.1537 3.1536 10.0000 9.9000 9.8294 9.8294 9.8000 0.0294 0.0294 0.0000 9.8587 9.8587
1714B 3.1536 3.1178 28.0000 19.0000 18.9194 18.9194 8.1000 4.1274 4.1274 0.1000 23.0469 23.0469
4514B 3.6570 3.1178 24.0000 19.0000 18.9192 18.9192 8.1000 2.1887 2.1887 0.1000 21.1079 21.1079
14A13 2.6853 2.8782 10.0000 13.6000 6.0970 6.0970 1.6000 7.2699 7.2699 6.4000 13.3668 13.3668
1312 2.6853 2.5340 14.0000 19.0000 6.2937 6.2937 3.1000 15.1715 15.1715 6.6000 21.4652 21.4652
1211 2.5340 2.3451 37.0000 16.9000 4.6272 4.6272 5.5000 13.5541 13.5541 13.6000 18.1813 18.1813
1103 2.3451 2.0270 35.0000 33.1000 18.5532 18.5532 3.8000 6.9142 6.9142 3.9000 25.4674 25.4674
0912 3.5202 2.5340 55.0000 9.9000 9.8191 9.8191 9.8000 0.0191 0.0191 0.0000 9.8383 9.8383
0811 3.0447 2.3451 55.0000 9.9000 9.8174 9.8174 9.8000 0.0174 0.0174 0.0000 9.8347 9.8347
0201 1.9864 1.8678 10.0000 33.1000 17.0648 17.0648 3.8000 6.9113 6.9113 2.0000 23.9761 23.9761
5248 7.0327 4.8252 58.0000 15.0000 14.9039 14.9039 5.0000 14.9039 14.9039 5.0000 29.8077 29.8077
4845 4.6549 3.6570 60.0000 9.9000 9.8336 9.8336 9.8000 0.0336 0.0336 0.0000 9.8673 9.8673
4250 7.3281 5.7587 58.0000 25.0000 24.9063 24.9063 5.0000 24.9063 24.9063 5.0000 49.8127 49.8127
5338 8.5233 6.0998 78.0000 17.5000 17.4095 17.4095 5.0000 17.4095 17.4095 5.0000 34.8189 34.8189
3851 6.0998 4.8207 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.6984 4.1085 25.0000 19.0000 8.0736 8.0736 8.1000 0.0736 0.0736 0.1000 8.1471 8.1471
4645o 4.1085 3.6570 33.0000 19.0000 8.0985 8.0985 8.1000 0.0985 0.0985 0.1000 8.1969 8.1969
3836o 6.0998 5.8610 40.0000 14.0000 11.3232 11.3232 8.1000 3.3232 3.3232 0.1000 14.6465 14.6465
3635o 5.8610 5.2857 20.0000 19.6000 19.5090 19.5090 5.2000 22.2068 22.2068 6.5000 41.7158 41.7158
2217o 3.6378 3.1850 35.0000 11.0000 10.5272 10.5272 0.1000 4.0243 4.0243 4.0000 14.5515 14.5515
2019o 7.0280 6.0512 30.0000 9.9000 9.8093 9.8093 9.8000 0.0093 0.0093 0.0000 9.8187 9.8187
1918o 6.0512 3.2290 110.0000 19.0000 10.8579 10.8579 8.1000 0.8732 0.8732 0.1000 11.7310 11.7310
1817o 3.2290 3.1536 22.0000 19.0000 16.5593 16.5593 8.1000 1.9560 1.9560 0.1000 18.5153 18.5153
1009o 4.6088 3.5202 50.0000 7.5000 5.3262 5.3262 5.0000 0.3262 0.3262 0.0000 5.6524 5.6524
0706o 5.0306 4.5623 30.0000 7.5000 6.0919 6.0919 5.0000 1.0919 1.0919 0.0000 7.1838 7.1838
0604o 4.5623 2.8620 57.0000 7.5000 6.4918 6.4918 5.0000 1.4918 1.4918 0.0000 7.9836 7.9836
0504o 4.3223 2.8507 63.0000 7.5000 5.8514 5.8514 5.0000 0.8514 0.8514 0.0000 6.7029 6.7029
0403o 2.8507 2.0412 20.0000 9.9000 9.8066 9.8066 9.8000 0.0066 0.0066 0.0000 9.8133 9.8133
0302o 2.0270 1.9864 10.0000 37.0000 13.8426 13.8426 8.0000 16.0127 16.0127 0.0000 29.8552 29.8552
14a14bo 3.1178 2.8782 10.0000 28.0000 25.0987 25.0987 8.0000 28.0977 28.0977 8.0000 53.1964 53.1964
*=========================================================*
| 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 0.1111 274.2699 0.1729 0.7436 ## N54 8.9000 8.9229
5047 0.3780 1054.5953 0.5032 3.2123 ## N53 8.5000 8.5233
5114b 0.0825 180.1691 0.3598 1.9477 ## N52 7.0000 7.0327
4342 0.1133 268.9953 0.1834 0.5106 ## N38 5.0000 6.0998
3736 0.1300 285.3582 0.7268 16.4003 ## N51 3.8000 4.8207
3534 1.1581 1275.8512 0.7963 14.5352 ## N48 3.6000 4.6549
3422 1.1535 1286.3106 0.6331 25.2386 ## N50 4.7000 5.7587
3130 0.1954 420.8500 0.3545 8.3973 ## N47 3.6000 4.6984
3024 0.4509 2220.8731 2.9413 8.1733 ## N46 3.0000 4.1085
3036 0.7805 118.6528 0.2942 48.4964 ## N45 2.5000 3.6570
2827 0.2253 489.4961 1.0411 0.5453 ## N43 9.2000 9.2214
2726 0.4018 372.6486 0.1819 21.3170 ## N42 7.3000 7.3281
2629 0.3946 458.8705 0.3610 46.2634 ## N37 7.0000 7.0676
2930 0.7326 1275.3648 0.8345 18.4838 ## N36 4.4700 5.8610
2725 0.2570 985.3259 2.3141 3.3400 ## N35 3.2000 4.3501
2524 0.2533 982.2169 2.4553 5.9461 ## N34 4.1000 4.2464
2422 0.6554 3208.0547 2.3073 11.2380 ## N31 7.5000 7.5234
L575 0.3600 756.4528 0.4738 16.7270 ## N30 4.2000 5.8662
2117 0.1922 424.1249 0.4117 17.5035 ## N29 6.4000 6.5404
1714B 1.5945 816.1383 0.4324 103.6719 ## N28 8.3000 8.3807
1716 2.0484 8386.9620 2.3526 26.0960 ## N27 5.3500 6.7299
1615 1.2176 5741.4704 2.7400 12.4756 ## N26 6.5000 6.7149
1614A 0.8401 2648.4891 1.8942 4.6314 ## N25 4.8700 5.7094
4514B 0.8451 1751.2620 0.9845 20.1689 ## N24 2.5900 4.1926
4515 0.1788 1025.4684 2.5033 2.2929 ## N23 4.7000 4.8203
1502 1.3704 6768.6900 2.6817 50.0930 ## N22 1.8600 3.6378
14A13 -3.1335 -5405.1421 -0.5848 48.2739 ## N21 2.0000 3.1537
1312 3.1329 5412.8069 0.5209 87.2041 ## N20 6.0000 7.0280
1211 3.0802 5396.9911 0.3467 332.9679 ## N19 4.5000 6.0512
1103 3.4263 6484.0069 0.4159 284.7353 ## N18 1.9000 3.2290
0912 0.0538 22.1152 0.0286 41.7450 ## N17 1.7500 3.1536
0908 0.1334 418.4225 1.1948 5.6017 ## N16 1.3400 3.1558
0811 0.1646 111.1550 0.2277 30.1087 ## N15 1.2100 2.4925
0804 0.2322 724.2322 1.4506 8.1913 ## N14B 1.8000 3.1178
0201 5.8918 17353.4540 1.3661 70.1261 ## N14A 1.6000 2.8782
5248 0.2061 566.6886 0.3294 0.4053 ## N13 1.8600 2.6853
4845 0.2996 817.6917 0.3022 8.5540 ## N12 1.6800 2.5340
4250 0.2505 644.5709 0.1560 3.4986 ## N11 1.3400 2.3451
5338 0.1228 302.2986 0.1173 5.0875 ## N10 3.6000 4.6088
3851 0.0000 0.0000 0.0000 0.0563 ## N9 2.5000 3.5202
4746o 0.3409 487.3222 0.9445 1.6562 ## N8 2.0000 3.0447
4746u 0.1013 1036.2242 1.4241 2.4207 ## N7 4.0000 5.0306
4645o 0.3480 506.7487 0.5538 6.9490 ## N6 3.5000 4.5623
4645u 0.0990 1017.2005 1.3773 3.2608 ## N5 3.3000 4.3223
3836o 0.2363 709.3660 0.1333 47.4273 ## N4 1.7000 2.8507
3635o 1.1254 1184.6205 0.6049 5.5579 ## N3 1.1000 2.0270
2217o 1.0983 1027.6081 1.0377 22.4560 ## N2 1.0500 1.9864
2217u 1.0064 4503.4169 2.2661 16.2084 ## N1 0.9300 1.8678
2019o 0.2302 107.6881 0.7836 0.5702 ##
2019u 0.4236 1236.8321 2.6485 4.8409 ##
1918o 0.0644 19.8099 0.0720 6.7254 ##
1918u 0.8476 2397.0702 2.9710 16.0341 ##
1817o 0.8673 1164.4305 0.5721 36.8176 ##
1817u 0.6120 1904.7535 2.1556 6.5159 ##
1009o 0.0138 1.5861 0.1930 0.0651 ##
1009u 0.1837 437.5361 1.6452 5.1776 ##
0706o 0.0944 63.0847 0.3426 1.0484 ##
0706u 0.0875 335.4403 1.2195 2.1549 ##
0604o 0.4296 394.8958 1.0637 0.8402 ##
0604u 0.3073 1270.1938 2.7621 4.0767 ##
0504o 0.0667 28.5454 0.4477 0.4459 ##
0504u 0.1328 398.8990 1.8539 3.2595 ##
0403o 0.2602 92.3844 0.5712 0.4632 ##
0403u 1.1347 3562.4084 2.5738 9.1489 ##
0302o 2.8064 2294.0535 0.6626 42.4841 ##
0302u 0.7557 7867.3600 0.8383 26.8375 ##
14a14bo 2.4123 2196.2002 0.3562 62.1391 ##
14a14bu 0.1330 559.4659 1.8583 0.7215 ##
FREE # 1 5.9414 17354.6068 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 0.1111 274.2699
N50 N47 0.3780 1054.5953
N51 N14B 0.0825 180.1691
N43 N42 0.1133 268.9953
N37 N30 0.1300 285.3582
N35 N34 1.1581 1275.8512
N34 N22 1.1535 1286.3106
N31 N30 0.1954 420.8500
N30 N24 0.4509 2220.8731
N30 N36 0.7805 118.6528
N28 N27 0.2253 489.4961
N27 N26 0.4018 372.6486
N26 N29 0.3946 458.8705
N29 N30 0.7326 1275.3648
N27 N25 0.2570 985.3259
N25 N24 0.2533 982.2169
N24 N22 0.6554 3208.0547
N23 N22 0.3600 756.4528
N21 N17 0.1922 424.1249
N17 N14B 1.5945 816.1383
N17 N16 2.0484 8386.9620
N16 N15 1.2176 5741.4704
N16 N14A 0.8401 2648.4891
N45 N14B 0.8451 1751.2620
N45 N15 0.1788 1025.4684
N15 N2 1.3704 6768.6900
N13 N14A 3.1335 5405.1421
N13 N12 3.1329 5412.8069
N12 N11 3.0802 5396.9911
N11 N3 3.4263 6484.0069
N9 N12 0.0538 22.1152
N9 N8 0.1334 418.4225
N8 N11 0.1646 111.1550
N8 N4 0.2322 724.2322
N2 N1 5.8918 17353.4540
N52 N48 0.2061 566.6886
N48 N45 0.2996 817.6917
N42 N50 0.2505 644.5709
N53 N38 0.1228 302.2986
N47 N46 0.5431 1523.5464
N46 N45 0.5427 1523.9492
N38 N36 0.2363 709.3660
N36 N35 1.1254 1184.6205
N22 N17 2.0527 5531.0250
N20 N19 0.5415 1344.5201
N19 N18 0.9119 2416.8801
N18 N17 1.1299 The text continues on section 5.