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e1y2hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:22.
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.. 24
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 51.8000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
2 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N52#1 N52 38.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
4 N52#2 N52 38.000 .22400 9.00 3.000 0.020 0.045 0.000 0.000 0.00
5 N48#1 N48 32.000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
6 N48#2 N48 32.000 .19500 0.00 4.000 0.020 0.045 0.000 0.000 0.00
7 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
8 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
9 N42#1 N42 45.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
10 N42#2 N42 45.000 .28900 0.00 3.000 0.020 0.045 0.000 0.000 0.00
11 N50#1 N50 55.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
12 N50#2 N50 55.000 .30300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
13 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
14 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
15 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
16 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
17 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
18 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N38#1 N38 6.0000 .43000E-01100.00 3.500 0.020 0.045 0.000 0.000 0.00
20 N38#2 N38 35.000 .25000 0.00 3.500 0.020 0.045 0.000 0.000 0.00
21 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
22 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
23 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
24 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
25 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
26 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
27 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
28 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
29 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
30 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
31 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
32 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
33 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
34 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
35 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
36 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
37 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
38 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
39 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
40 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
41 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
42 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
43 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
44 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
45 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
46 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
47 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
50 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
51 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
52 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
53 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
54 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
55 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
56 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
57 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
58 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
59 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
60 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
62 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
63 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
64 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
65 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
66 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
67 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
68 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
69 N51#1 N51 30.000 .10000E-02100.00 3.800 0.020 0.045 0.000 0.000 0.00
70 N51#2 N51 30.000 .14300 0.00 3.800 0.020 0.045 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N54#1 0.0010 2.0000 2.0000
2 N54#2 0.0010 2.0000 2.0000
3 N52#1 0.0010 2.0000 2.0000
4 N52#2 0.0010 2.0000 2.0000
5 N48#1 0.0010 2.0000 2.0000
6 N48#2 0.0010 2.0000 2.0000
7 N43#1 0.0010 2.0000 2.0000
8 N43#2 0.0010 2.0000 2.0000
9 N42#1 0.0010 2.0000 2.0000
10 N42#2 0.0010 2.0000 2.0000
11 N50#1 0.0010 2.0000 2.0000
12 N50#2 0.0010 2.0000 2.0000
13 N47#1 0.0010 2.0000 2.0000
14 N47#2 0.0010 2.0000 2.0000
15 N45#1 0.0010 2.0000 2.0000
16 N45#2 0.0010 2.0000 2.0000
17 N53#1 0.0010 2.0000 2.0000
18 N53#2 0.0010 2.0000 2.0000
19 N38#1 0.0010 2.0000 2.0000
20 N38#2 0.0010 2.0000 2.0000
21 N37#1 0.0010 2.0000 2.0000
22 N37#2 0.0010 2.0000 2.0000
23 N31#1 0.0010 2.0000 2.0000
24 N31#2 0.0010 2.0000 2.0000
25 N28#1 0.0010 2.0000 2.0000
26 N28#2 0.0010 2.0000 2.0000
27 N27#1 0.0010 2.0000 2.0000
28 N27#2 0.0010 2.0000 2.0000
29 N35#1 0.0010 2.0000 2.0000
30 N35#2 0.0010 2.0000 2.0000
31 N23#1 0.0010 2.0000 2.0000
32 N23#2 0.0010 2.0000 2.0000
33 N22#1 0.0010 2.0000 2.0000
34 N22#2 0.0010 2.0000 2.0000
35 N21#1 0.0010 2.0000 2.0000
36 N21#2 0.0010 2.0000 2.0000
37 N20#1 0.0010 2.0000 2.0000
38 N20#2 0.0010 2.0000 2.0000
39 N19#1 0.0010 2.0000 2.0000
40 N19#2 0.0010 2.0000 2.0000
41 N18#1 0.0010 2.0000 2.0000
42 N18#2 0.0010 2.0000 2.0000
43 N17#1 0.0010 2.0000 2.0000
44 N17#2 0.0010 2.0000 2.0000
45 N10#1 0.0010 2.0000 2.0000
46 N10#2 0.0010 2.0000 2.0000
47 N8#1 0.0010 2.0000 2.0000
48 N8#2 0.0010 2.0000 2.0000
49 N7#1 0.0010 2.0000 2.0000
50 N7#2 0.0010 2.0000 2.0000
51 N6#1 0.0010 2.0000 2.0000
52 N6#2 0.0010 2.0000 2.0000
53 N5#1 0.0010 2.0000 2.0000
54 N5#2 0.0010 2.0000 2.0000
55 N4#1 0.0010 2.0000 2.0000
56 N4#2 0.0010 2.0000 2.0000
57 N11#1 0.0010 2.0000 2.0000
58 N11#2 0.0010 2.0000 2.0000
59 N2#1 0.0010 2.0000 2.0000
60 N2#2 0.0010 2.0000 2.0000
61 N26#1 0.0010 2.0000 2.0000
62 N26#2 0.0010 2.0000 2.0000
63 N29#1 0.0010 2.0000 2.0000
64 N29#2 0.0010 2.0000 2.0000
65 N30#1 0.0010 2.0000 2.0000
66 N30#2 0.0010 2.0000 2.0000
67 N36#1 0.0010 2.0000 2.0000
68 N36#2 0.0010 2.0000 2.0000
69 N51#1 0.0010 2.0000 2.0000
70 N51#2 0.0010 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N51#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N51#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 70
Total Tributary Area (hectares). 13.42
Impervious Area (hectares)...... 5.76
Pervious Area (hectares)........ 7.66
Total Width (hectares).......... 2029.70
Percent Imperviousness.......... 42.92
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N54 No Tributary Channel/Pipes
Tributary Subareas........ N54#1 N54#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N48 No Tributary Channel/Pipes
Tributary Subareas........ N48#1 N48#2
N43 No Tributary Channel/Pipes
Tributary Subareas........ N43#1 N43#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N50 No Tributary Channel/Pipes
Tributary Subareas........ N50#1 N50#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N53 No Tributary Channel/Pipes
Tributary Subareas........ N53#1 N53#2
N38 No Tributary Channel/Pipes
Tributary Subareas........ N38#1 N38#2
N37 No Tributary Channel/Pipes
Tributary Subareas........ N37#1 N37#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N27 No Tributary Channel/Pipes
Tributary Subareas........ N27#1 N27#2
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#2
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
N10 No Tributary Channel/Pipes
Tributary Subareas........ N10#1 N10#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N7 No Tributary Channel/Pipes
Tributary Subareas........ N7#1 N7#2
N6 No Tributary Channel/Pipes
Tributary Subareas........ N6#1 N6#2
N5 No Tributary Channel/Pipes
Tributary Subareas........ N5#1 N5#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N26 No Tributary Channel/Pipes
Tributary Subareas........ N26#1 N26#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N51 No Tributary Channel/Pipes
Tributary Subareas........ N51#1 N51#2
***********************************************************
* Hydrographs will be stored for the following 35 INLETS *
***********************************************************
N54 N52 N48 N43 N42 N50
N47 N45 N53 N38 N37 N31
N28 N27 N35 N23 N22 N21
N20 N19 N18 N17 N10 N8
N7 N6 N5 N4 N11 N2
N26 N29 N30 N36 N51
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 540
Final Julian Date = 1903001
Final time of day = 32400. seconds.
Final time of day = 9.00 hours.
Final running time = 9.0000 hours.
Final running time = 0.3750 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N54#1 2148 540 N54#2 1980 540 N52#1 3136 540
N52#2 4188 1080 N48#1 3136 540 N48#2 2028 540
N43#1 2088 540 N43#2 2044 540 N42#1 3136 540
N42#2 1968 540 N50#1 3144 540 N50#2 2020 540
N47#1 2152 540 N47#2 3980 1080 N45#1 2152 540
N45#2 4020 1080 N53#1 1620 540 N53#2 2044 540
N38#1 2112 540 N38#2 1964 540 N37#1 2116 540
N37#2 4208 1080 N31#1 2116 540 N31#2 4212 1080
N28#1 2116 540 N28#2 4208 1080 N27#1 2100 540
N27#2 4012 1080 N35#1 2140 540 N35#2 2136 540
N23#1 2104 540 N23#2 4256 1080 N22#1 2100 540
N22#2 2052 540 N21#1 2088 540 N21#2 4224 1080
N20#1 1856 540 N20#2 1620 540 N19#1 2124 540
N19#2 3900 1080 N18#1 2068 540 N18#2 3940 1080
N17#1 2128 540 N17#2 4120 1080 N10#1 2112 540
N10#2 1964 540 N8#1 2108 540 N8#2 1924 540
N7#1 2104 540 N7#2 1932 540 N6#1 2012 540
N6#2 1724 540 N5#1 2108 540 N5#2 1944 540
N4#1 2104 540 N4#2 1920 540 N11#1 1744 540
N11#2 3956 1080 N2#1 2088 540 N2#2 3992 1080
N26#1 2088 540 N26#2 1816 540 N29#1 2120 540
N29#2 4072 1080 N30#1 2128 540 N30#2 4252 1080
N36#1 2116 540 N36#2 4204 1080 N51#1 3136 540
N51#2 2064 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 51.8000 mm
Total rainfall read for gage # 1 is 120.00 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) 6.950006E+03 51.800
Total Infiltration 3.038372E+02 2.265
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 6.644115E+03 49.520
Total Water remaining in Surface Storage 4.204149E+00 0.031
Infiltration over the Pervious Area... 3.038372E+02 3.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 6.952156E+03 51.816
Total Precipitation + Initial Storage. 6.950006E+03 51.800
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............... -0.0309
****************************************************
* 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.............. 6.644115E+03 49.520
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.................. 6.643299E+03 49.514
Initial Storage + Inflow.................... 6.644115E+03 49.520
Final Storage + Outflow + Diverted GW....... 6.643299E+03 49.514
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0123
##################################################
# Table R9. Summary Statistics for Subcatchments #
##################################################
Note: Total Runoff Depth includes pervious & impervious area
Pervious and Impervious Runoff Depth is only the runoff from those two areas.
Subcatchment........... N54#1 N54#2 N52#1 N52#2 N48#1 N48#2
Area (hectares)........ 0.00100 0.21200 0.00100 0.22400 0.00100 0.19500
Percent Impervious..... 100.00000 0.00000 100.00000 9.00000 100.00000 0.00000
Total Rainfall (mm).... 51.80000 51.80000 51.80000 51.80000 51.80000 51.80000
Max Intensity (mm/hr).. 90.13200 90.13200 90.13200 90.13200 90.13200 90.13200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.81826 0.00000 47.82347 0.00000 47.82413
Total Losses (mm)...... 0.00000 3.95573 0.00000 3.95473 0.00000 3.95459
Remaining Depth (mm)... 0.00000 0.02601 0.00000 0.02180 0.00000 0.02129
Peak Runoff Rate (cms). 0.00000 0.04169 0.00000 0.04093 0.00000 0.03926
Total Impervious Area
---------------------
Total Runoff Depth (mm) 51.84466 0.00000 51.80624 51.87353 51.80677 0.00000
Peak Runoff Rate (cms). 0.00025 0.00000 0.00025 0.00505 0.00025 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 51.84466 0.00000 51.80624 51.87353 51.80677 0.00000
Peak Runoff Rate (cms). 0.00025 0.00001 0.00025 0.00505 0.00025 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) 51.84466 47.81826 51.80624 48.18798 51.80677 47.82413
Peak Runoff Rate (cms). 0.00025 0.04169 0.00025 0.04598 0.00025 0.03926
Unit Runoff (mm/hr).... 90.10052 71.38827 90.88290 74.51263 90.88290 73.09265
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N43#1 N43#2 N42#1 N42#2 N50#1 N50#2
Area (hectares)........ 0.00100 0.20800 0.00100 0.28901 0.00100 0.30301
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 51.80000 51.80000 51.80000 51.80000 51.80000 51.80000
Max Intensity (mm/hr).. 90.13200 90.13200 90.13200 90.13200 90.13200 90.13200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.82745 0.00000 47.81551 0.00000 47.82238
Total Losses (mm)...... 0.00000 3.95380 0.00000 3.95618 0.00000 3.95496
Remaining Depth (mm)... 0.00000 0.01875 0.00000 0.02832 0.00000 0.02266
Peak Runoff Rate (cms). 0.00000 0.04248 0.00000 0.05624 0.00000 0.06057
Total Impervious Area
---------------------
Total Runoff Depth (mm) 51.79814 0.00000 51.80379 0.00000 51.80286 0.00000
Peak Runoff Rate (cms). 0.00021 0.00000 0.00025 0.00000 0.00025 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 51.79814 0.00000 51.80379 0.00000 51.80286 0.00000
Peak Runoff Rate (cms). 0.00021 0.00001 0.00025 0.00001 0.00025 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) 51.79814 47.82745 51.80379 47.81551 51.80286 47.82238
Peak Runoff Rate (cms). 0.00021 0.04248 0.00025 0.05624 0.00025 0.06057
Unit Runoff (mm/hr).... 77.40901 74.13652 90.88290 70.64363 90.88290 72.56823
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N47#1 N47#2 N45#1 N45#2 N53#1 N53#2
Area (hectares)........ 0.03600 0.33001 0.03300 0.30401 0.00100 0.23301
Percent Impervious..... 100.00000 18.00000 100.00000 18.00000 100.00000 0.00000
Total Rainfall (mm).... 51.80000 51.80000 51.80000 51.80000 51.80000 51.80000
Max Intensity (mm/hr).. 90.13200 90.13200 90.13200 90.13200 90.13200 90.13200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.78828 0.00000 47.79623 0.00000 47.82654
Total Losses (mm)...... 0.00000 3.95891 0.00000 3.95833 0.00000 3.95403
Remaining Depth (mm)... 0.00000 0.05281 0.00000 0.04544 0.00000 0.01943
Peak Runoff Rate (cms). 0.00000 0.04822 0.00000 0.04547 0.00000 0.04740
Total Impervious Area
---------------------
Total Runoff Depth (mm) 51.85206 51.83874 51.85498 51.84147 51.61104 0.00000
Peak Runoff Rate (cms). 0.00898 0.01464 0.00824 0.01354 0.00015 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 51.85206 51.83874 51.85498 51.84147 51.61104 0.00000
Peak Runoff Rate (cms). 0.00898 0.01464 0.00824 0.01354 0.00015 0.00000
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) 51.85206 48.51737 51.85498 48.52438 51.61104 47.82654
Peak Runoff Rate (cms). 0.00898 0.06286 0.00824 0.05901 0.00015 0.04740
Unit Runoff (mm/hr).... 90.54495 69.14952 90.65072 70.46082 52.99809 73.84471
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).... 51.80000 51.80000 51.80000 51.80000 51.80000 51.80000
Max Intensity (mm/hr).. 90.13200 90.13200 90.13200 90.13200 90.13200 90.13200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.81406 0.00000 47.83096 0.00000 47.83251
Total Losses (mm)...... 0.00000 3.95640 0.00000 3.95283 0.00000 3.95234
Remaining Depth (mm)... 0.00000 0.02954 0.00000 0.01621 0.00000 0.01515
Peak Runoff Rate (cms). 0.00000 0.04839 0.00000 0.01888 0.00000 0.02881
Total Impervious Area
---------------------
Total Runoff Depth (mm) 51.81050 0.00000 51.81318 51.84254 51.81316 51.84378
Peak Runoff Rate (cms). 0.00969 0.00000 0.02053 0.00966 0.03011 0.01466
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 51.81050 0.00000 51.81318 51.84254 51.81316 51.84378
Peak Runoff Rate (cms). 0.00969 0.00027 0.02053 0.00966 0.03011 0.01466
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) 51.81050 47.81406 51.81318 49.03443 51.81316 49.03589
Peak Runoff Rate (cms). 0.00969 0.04839 0.02053 0.02854 0.03011 0.04347
Unit Runoff (mm/hr).... 81.82579 70.26618 82.81634 79.68440 82.80927 80.09239
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).... 51.80000 51.80000 51.80000 51.80000 51.80000 51.80000
Max Intensity (mm/hr).. 90.13200 90.13200 90.13200 90.13200 90.13200 90.13200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.83048 0.00000 47.79953 0.00000 47.87147
Total Losses (mm)...... 0.00000 3.95297 0.00000 3.95805 0.00000 3.92680
Remaining Depth (mm)... 0.00000 0.01655 0.00000 0.04242 0.00000 0.00173
Peak Runoff Rate (cms). 0.00000 0.03524 0.00000 0.05570 0.00000 0.00506
Total Impervious Area
---------------------
Total Runoff Depth (mm) 51.81339 51.84887 51.80232 51.82003 51.83753 0.00000
Peak Runoff Rate (cms). 0.03471 0.01413 0.04539 0.03821 0.01230 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 51.81339 51.84887 51.80232 51.82003 51.83753 0.00000
Peak Runoff Rate (cms). 0.03471 0.01413 0.04539 0.03821 0.01230 0.00035
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) 51.81339 48.83508 51.80232 49.20670 51.83753 47.87147
Peak Runoff Rate (cms). 0.03471 0.04937 0.04539 0.09390 0.01230 0.00506
Unit Runoff (mm/hr).... 82.89427 78.95114 78.84083 73.30555 89.32084 87.43422
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).... 51.80000 51.80000 51.80000 51.80000 51.80000 51.80000
Max Intensity (mm/hr).. 90.13200 90.13200 90.13200 90.13200 90.13200 90.13200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.85194 0.00000 47.82917 0.00000 47.83766
Total Losses (mm)...... 0.00000 3.94269 0.00000 3.95334 0.00000 3.95047
Remaining Depth (mm)... 0.00000 0.00537 0.00000 0.01749 0.00000 0.01187
Peak Runoff Rate (cms). 0.00000 0.06075 0.00000 0.04383 0.00000 0.03178
Total Impervious Area
---------------------
Total Runoff Depth (mm) 51.80618 51.83489 51.80283 0.00000 51.79814 51.82142
Peak Runoff Rate (cms). 0.00022 0.07962 0.00022 0.00000 0.00021 0.04283
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 51.80618 51.83489 51.80283 0.00000 51.79814 51.82142
Peak Runoff Rate (cms). 0.00022 0.07962 0.00022 0.00001 0.00021 0.04283
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) 51.80618 50.04256 51.80283 47.82917 51.79814 50.02873
Peak Runoff Rate (cms). 0.00022 0.14037 0.00022 0.04383 0.00021 0.07461
Unit Runoff (mm/hr).... 80.22986 86.21624 79.02443 74.69868 77.40901 82.07531
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).... 51.80000 51.80000 51.80000 51.80000 51.80000 51.80000
Max Intensity (mm/hr).. 90.13200 90.13200 90.13200 90.13200 90.13200 90.13200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.66534 0.00000 47.77732 0.00000 47.77842
Total Losses (mm)...... 0.00000 3.96214 0.00000 3.95953 0.00000 3.95948
Remaining Depth (mm)... 0.00000 0.17253 0.00000 0.06315 0.00000 0.06210
Peak Runoff Rate (cms). 0.00000 0.04460 0.00000 0.07947 0.00000 0.06712
Total Impervious Area
---------------------
Total Runoff Depth (mm) 51.75432 0.00000 51.82027 51.81305 51.79387 51.85387
Peak Runoff Rate (cms). 0.13430 0.00000 0.02914 0.05642 0.01885 0.01073
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 51.75432 0.00000 51.82027 51.81305 51.79387 51.85387
Peak Runoff Rate (cms). 0.13430 0.00380 0.02914 0.05642 0.01885 0.01073
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) 51.75432 47.66534 51.82027 49.18982 51.79387 48.18597
Peak Runoff Rate (cms). 0.13430 0.04460 0.02914 0.13590 0.01885 0.07786
Unit Runoff (mm/hr).... 66.87453 51.72735 85.29403 69.77582 76.03736 65.72693
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).... 51.80000 51.80000 51.80000 51.80000 51.80000 51.80000
Max Intensity (mm/hr).. 90.13200 90.13200 90.13200 90.13200 90.13200 90.13200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.81312 0.00000 47.81344 0.00000 47.80475
Total Losses (mm)...... 0.00000 3.95653 0.00000 3.95649 0.00000 3.95755
Remaining Depth (mm)... 0.00000 0.03034 0.00000 0.03007 0.00000 0.03770
Peak Runoff Rate (cms). 0.00000 0.01910 0.00000 0.02124 0.00000 0.01874
Total Impervious Area
---------------------
Total Runoff Depth (mm) 51.82252 51.86652 51.81051 0.00000 51.80699 0.00000
Peak Runoff Rate (cms). 0.00640 0.00275 0.05185 0.00000 0.04880 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 51.82252 51.86652 51.81051 0.00000 51.80699 0.00000
Peak Runoff Rate (cms). 0.00640 0.00275 0.05185 0.00147 0.04880 0.00138
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) 51.82252 48.21846 51.81051 47.81344 51.80699 47.80475
Peak Runoff Rate (cms). 0.00640 0.02185 0.05185 0.02124 0.04880 0.01874
Unit Runoff (mm/hr).... 86.00230 72.10865 81.83291 70.10744 80.52666 68.02613
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).... 51.80000 51.80000 51.80000 51.80000 51.80000 51.80000
Max Intensity (mm/hr).. 90.13200 90.13200 90.13200 90.13200 90.13200 90.13200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.80572 0.00000 47.75319 0.00000 47.81072
Total Losses (mm)...... 0.00000 3.95744 0.00000 3.96049 0.00000 3.95685
Remaining Depth (mm)... 0.00000 0.03683 0.00000 0.08632 0.00000 0.03243
Peak Runoff Rate (cms). 0.00000 0.01842 0.00000 0.04810 0.00000 0.01970
Total Impervious Area
---------------------
Total Runoff Depth (mm) 51.80592 0.00000 51.78360 0.00000 51.80887 0.00000
Peak Runoff Rate (cms). 0.04636 0.00000 0.13837 0.00000 0.05034 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 51.80592 0.00000 51.78360 0.00000 51.80887 0.00000
Peak Runoff Rate (cms). 0.04636 0.00131 0.13837 0.00392 0.05034 0.00143
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) 51.80592 47.80572 51.78360 47.75319 51.80887 47.81072
Peak Runoff Rate (cms). 0.04636 0.01842 0.13837 0.04810 0.05034 0.01970
Unit Runoff (mm/hr).... 80.13508 68.24614 73.11454 59.18507 81.22313 69.42524
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).... 51.80000 51.80000 51.80000 51.80000 51.80000 51.80000
Max Intensity (mm/hr).. 90.13200 90.13200 90.13200 90.13200 90.13200 90.13200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.80439 0.00000 47.78279 0.00000 47.78813
Total Losses (mm)...... 0.00000 3.95759 0.00000 3.95924 0.00000 3.95892
Remaining Depth (mm)... 0.00000 0.03802 0.00000 0.05797 0.00000 0.05296
Peak Runoff Rate (cms). 0.00000 0.03631 0.00000 0.12949 0.00000 0.05290
Total Impervious Area
---------------------
Total Runoff Depth (mm) 51.80563 0.00000 51.71854 51.86156 51.79814 51.85681
Peak Runoff Rate (cms). 0.10009 0.00000 0.00017 0.01605 0.00021 0.00825
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 51.80563 0.00000 51.71854 51.86156 51.79814 51.85681
Peak Runoff Rate (cms). 0.10009 0.00283 0.00017 0.01605 0.00021 0.00825
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) 51.80563 47.80439 51.71854 48.10910 51.79814 48.19499
Peak Runoff Rate (cms). 0.10009 0.03631 0.00017 0.14553 0.00021 0.06115
Unit Runoff (mm/hr).... 80.02821 67.94510 61.45158 65.87216 77.40901 67.26151
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).... 51.80000 51.80000 51.80000 51.80000 51.80000 51.80000
Max Intensity (mm/hr).. 90.13200 90.13200 90.13200 90.13200 90.13200 90.13200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.78644 0.00000 47.81183 0.00000 47.83910
Total Losses (mm)...... 0.00000 3.95902 0.00000 3.95671 0.00000 3.94987
Remaining Depth (mm)... 0.00000 0.05454 0.00000 0.03146 0.00000 0.01103
Peak Runoff Rate (cms). 0.00000 0.00620 0.00000 0.05568 0.00000 0.02344
Total Impervious Area
---------------------
Total Runoff Depth (mm) 51.79828 0.00000 51.81871 51.81779 51.82216 51.85353
Peak Runoff Rate (cms). 0.00491 0.00000 0.03083 0.04886 0.02177 0.01004
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 51.79828 0.00000 51.81871 51.81779 51.82216 51.85353
Peak Runoff Rate (cms). 0.00491 0.00014 0.03083 0.04886 0.02177 0.01004
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) 51.79828 47.78644 51.81871 49.49433 51.82216 48.92299
Peak Runoff Rate (cms). 0.00491 0.00620 0.03083 0.10455 0.02177 0.03348
Unit Runoff (mm/hr).... 77.45573 64.35051 84.77947 75.90194 85.89389 81.56582
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).... 51.80000 51.80000 51.80000 51.80000
Max Intensity (mm/hr).. 90.13200 90.13200 90.13200 90.13200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 47.82929 0.00000 47.83207
Total Losses (mm)...... 0.00000 3.95331 0.00000 3.95248
Remaining Depth (mm)... 0.00000 0.01740 0.00000 0.01545
Peak Runoff Rate (cms). 0.00000 0.02555 0.00000 0.02981
Total Impervious Area
---------------------
Total Runoff Depth (mm) 51.81389 51.84516 51.80868 0.00000
Peak Runoff Rate (cms). 0.02403 0.01140 0.00025 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 51.81389 51.84516 51.80868 0.00000
Peak Runoff Rate (cms). 0.02403 0.01140 0.00025 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 51.81389 48.91357 51.80868 47.83207
Peak Runoff Rate (cms). 0.02403 0.03695 0.00025 0.02981
Unit Runoff (mm/hr).... 83.07634 78.89626 90.88290 75.68236
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
100.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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80.000 = # # =
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60.000 = # # # # =
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| # # # ### |
RAINFALL | # # # # |
| # # # # |
IN | # # # # |
| # # # # |
MM/HR | # # # ### |
| # # # # |
| # # # # |
40.000 = # # # # =
| ### # # # # |
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| # # # # # ### |
| # ### #### ### |
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20.000 = # ### =
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### ### #### |
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# # ### |
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0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.4 0.8 1.2 1.6 2.0 2.4 2.8 3.2 3.6 4.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE TEWANTIN
EXISTING CASE - 1 YEAR -
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 66.0 meters. Maximum Elevation : 8.59 meters.
Main Channel Length : 66.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 66.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 55.0 meters. Maximum Elevation : 8.19 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 7.62 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 15.0 Max Topwidth : 39.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 4.02E+01 m
" " : 0.045 Beyond Station 25.0 Max left bank area : 2.83 m^2
Max right bank area : 2.83 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.90 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 5248
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 5.72 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 10.0 Max Topwidth : 29.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.02E+01 m
" " : 0.045 Beyond Station 20.0 Max left bank area : 1.88 m^2
Max right bank area : 1.88 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4845
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4250
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 9.52 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 20.0 Max Topwidth : 49.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 5.02E+01 m
" " : 0.045 Beyond Station 30.0 Max left bank area : 3.78 m^2
Max right bank area : 3.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5338
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 78.0 meters. Maximum Elevation : 7.69 meters.
Main Channel Length : 78.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 78.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3851
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 42.0 meters. Maximum Elevation : 5.69 meters.
Main Channel Length : 42.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 42.0 meters. Maximum Section Area : 3.82 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 5.0 Max Topwidth : 19.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.02E+01 m
" " : 0.045 Beyond Station 15.0 Max left bank area : 0.93 m^2
Max right bank area : 0.93 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 20.0 meters. Maximum Elevation : 6.17 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 14.87 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.86 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 5.01 m^2
Max right bank area : 5.55 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.30 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14a14bo
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 66.0000 Natural 6.6692 0.0450 34.8760 0.2000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 4342 55.0000 Natural 7.6192 0.0450 39.8760 0.2000
5 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
6 3534 10.0000 Natural 3.9400 0.0350 9.9000 0.4000
7 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
8 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
9 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
10 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
11 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
12 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
13 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
14 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
15 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
16 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
17 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
18 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
19 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
20 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
21 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
22 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
23 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
24 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
25 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
26 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
27 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
28 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
29 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
30 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
31 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
32 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
33 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
34 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
35 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
36 5248 58.0000 Natural 5.7192 0.0450 29.8760 0.2000
37 4845 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
38 4250 58.0000 Natural 9.5192 0.0450 49.8760 0.2000
39 5338 78.0000 Natural 6.6692 0.0450 34.8760 0.2000
40 3851 42.0000 Natural 3.8192 0.0450 19.8760 0.2000
41 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
42 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
43 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
44 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
45 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
46 3635o 20.0000 Natural 14.8725 0.0350 41.8623 0.4000
47 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
48 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
49 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
50 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
51 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
52 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
53 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
54 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
55 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
56 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
57 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
58 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
59 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
60 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
61 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
62 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
63 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
64 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
65 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
66 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
67 14a14bo 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
68 14a14bu 10.0000 Circular 0.0707 0.0130 0.3000 0.3000
Total length of all conduits .... 2717.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5453 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4342 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5248 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4250 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5338 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14a14bu 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.10
5047 0.15
5114b 0.14
4342 0.12
3736 0.17
3534 0.99
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5248 0.12
4845 0.12
4250 0.12
5338 0.09
3851 0.16
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
3836o 0.19
3635o 0.47
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14a14bo 0.98
14a14bu 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.2518E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.1000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.7000 8.5000 0.0000 0.0000 100.0000
3 N52 10.0000 7.2000 7.0000 0.0000 0.0000 100.0000
4 N38 10.0000 6.4000 5.0000 0.0000 0.0000 100.0000
5 N51 10.0000 5.0000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
7 N50 10.0000 5.9000 4.7000 0.0000 0.0000 100.0000
8 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
9 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
10 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
11 N43 10.0000 9.4000 9.2000 0.0000 0.0000 100.0000
12 N42 10.0000 7.5000 7.3000 0.0000 0.0000 100.0000
13 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
14 N36 10.0000 6.1700 4.4700 0.0000 0.0000 100.0000
15 N35 10.0000 5.6000 3.2000 0.0000 0.0000 100.0000
16 N34 10.0000 4.5000 4.1000 0.0000 0.0000 100.0000
17 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
18 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
19 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
20 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
21 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
22 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
23 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
24 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
25 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
26 N22 10.0000 3.9000 1.8600 0.0000 0.0000 100.0000
27 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
28 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
29 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
30 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
31 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
32 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
33 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
34 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
35 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
36 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
37 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
38 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
39 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
40 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
41 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
42 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
43 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
44 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
45 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
46 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
47 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
48 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160933.7350 21464.0650 No Ponding Normal 0 0.0000
2 N53 -161132.8250 14803.0350 No Ponding Normal 0 0.0000
3 N52 -168049.5300 21557.1050 No Ponding Normal 0 0.0000
4 N38 -171342.0350 13776.1850 No Ponding Normal 0 0.0000
5 N51 -183391.7200 13671.2150 No Ponding Normal 0 0.0000
6 N48 -176025.4150 19815.8450 No Ponding Normal 0 0.0000
7 N50 -177291.3350 28776.7250 No Ponding Normal 0 0.0000
8 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
9 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
10 N45 -183781.4150 18191.7850 No Ponding Normal 0 0.0000
11 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
12 N42 -168854.7100 30176.4750 No Ponding Normal 0 0.0000
13 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
14 N36 -171002.6100 8477.4020 No Ponding Normal 0 0.0000
15 N35 -176413.7050 7885.9300 No Ponding Normal 0 0.0000
16 N34 -180869.7350 7741.9235 No Ponding Normal 0 0.0000
17 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
18 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
19 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
20 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
21 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
22 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
23 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
24 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
25 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
26 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
27 N21 -185150.2150 10420.6175 No Ponding Normal 0 0.0000
28 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
29 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
30 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
31 N17 -189367.5450 11390.8700 No Ponding Normal 0 0.0000
32 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
33 N15 -194635.3350 18302.1200 No Ponding Normal 0 0.0000
34 N14B -191784.3100 13315.6200 No Ponding Normal 0 0.0000
35 N14A -195516.3200 13900.7250 No Ponding Normal 0 0.0000
36 N13 -199544.1450 14155.5750 No Ponding Normal 0 0.0000
37 N12 -202640.9100 14379.8100 No Ponding Normal 0 0.0000
38 N11 -207024.4300 14873.4250 No Ponding Normal 0 0.0000
39 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
40 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
41 N8 -207636.5450 6126.5595 No Ponding Normal 0 0.0000
42 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
43 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
44 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
45 N4 -211049.3300 11314.7800 No Ponding Normal 0 0.0000
46 N3 -210711.3350 16862.2550 No Ponding Normal 0 0.0000
47 N2 -213577.0250 20559.9200 No Ponding Normal 0 0.0000
48 N1 -214633.7250 25034.5200 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N52 8.9000 7.0000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 5114b N51 N14B 4.8000 3.0000 No Design
4 4342 N43 N42 9.2000 7.3000 No Design
5 3736 N37 N30 7.0000 5.5200 No Design
6 3534 N35 N34 4.2000 4.1000 No Design
7 3422 N34 N22 4.1000 3.4000 No Design
8 3130 N31 N30 7.5000 5.7000 No Design
9 3024 N30 N24 4.2000 2.8600 No Design
10 3036 N30 N36 5.6200 5.5200 No Design
11 2827 N28 N27 8.3000 6.7000 No Design
12 2726 N27 N26 6.7000 6.5000 No Design
13 2629 N26 N29 6.5000 6.4000 No Design
14 2930 N29 N30 6.4000 5.6200 No Design
15 2725 N27 N25 5.3500 4.8700 No Design
16 2524 N25 N24 4.8700 2.8600 No Design
17 2422 N24 N22 2.5900 1.8600 No Design
18 L575 N23 N22 4.7000 3.4000 No Design
19 2117 N21 N17 3.0000 2.9500 No Design
20 1714B N17 N14B 2.8500 2.8000 No Design
21 1716 N17 N16 1.7500 1.3500 No Design
22 1615 N16 N15 1.3400 1.2100 No Design
23 1614A N16 N14A 1.6500 1.6000 No Design
24 4514B N45 N14B 3.5000 2.8500 No Design
25 4515 N45 N15 2.5000 1.2100 No Design
26 1502 N15 N2 1.2100 1.0500 No Design
27 14A13 N13 N14A 1.8600 1.6000 No Design
28 1312 N13 N12 1.8600 1.6800 No Design
29 1211 N12 N11 1.6800 1.3400 No Design
30 1103 N11 N3 1.3400 1.1000 No Design
31 0912 N9 N12 3.5000 2.0000 No Design
32 0908 N9 N8 2.5000 2.0000 No Design
33 0811 N8 N11 3.0000 2.0000 No Design
34 0804 N8 N4 2.0000 1.7000 No Design
35 0201 N2 N1 1.0500 0.9300 No Design
36 5248 N52 N48 7.0000 4.8000 No Design
37 4845 N48 N45 4.6000 3.5000 No Design
38 4250 N42 N50 7.3000 5.7000 No Design
39 5338 N53 N38 8.5000 6.0000 No Design
40 3851 N38 N51 6.1500 4.8000 No Design
41 4746o N47 N46 4.6000 4.0000 No Design
42 4746u N47 N46 3.6000 3.0000 No Design
43 4645o N46 N45 4.0000 3.5000 No Design
44 4645u N46 N45 3.0000 2.5000 No Design
45 3836o N38 N36 6.0000 5.5200 No Design
46 3635o N36 N35 5.7700 5.2000 No Design
47 2217o N22 N17 3.4000 2.9500 No Design
48 2217u N22 N17 1.8600 1.7500 No Design
49 2019o N20 N19 7.0000 6.0000 No Design
50 2019u N20 N19 6.0000 4.5000 No Design
51 1918o N19 N18 6.0000 3.0000 No Design
52 1918u N19 N18 4.5000 1.9000 No Design
53 1817o N18 N17 3.0000 2.9500 No Design
54 1817u N18 N17 1.9000 1.7500 No Design
55 1009o N10 N9 4.6000 3.5000 No Design
56 1009u N10 N9 3.6000 2.5000 No Design
57 0706o N7 N6 5.0000 4.5000 No Design
58 0706u N7 N6 4.0000 3.5000 No Design
59 0604o N6 N4 4.5000 2.8000 No Design
60 0604u N6 N4 3.5000 1.7000 No Design
61 0504o N5 N4 4.3000 2.8000 No Design
62 0504u N5 N4 3.3000 1.7000 No Design
63 0403o N4 N3 2.8000 2.0000 No Design
64 0403u N4 N3 1.7000 1.1000 No Design
65 0302o N3 N2 1.8200 1.8100 No Design
66 0302u N3 N2 1.1000 1.0500 No Design
67 14a14bo N14B N14A 2.9900 2.5000 No Design
68 14a14bu N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE TEWANTIN
EXISTING CASE
Title from immediately preceding computational layer
EAGLE DRIVE TEWANTIN
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 35
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.15
#################################################
# Element numbers of interface inlet locations: #
#################################################
N54 N52 N48 N43 N42 N50 N47
N45 N53 N38 N37 N31 N28 N27
N35 N23 N22 N21 N20 N19 N18
N17 N10 N8 N7 N6 N5 N4
N11 N2 N26 N29 N30 N36 N51
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file Section 3
was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 8.2971 0.0288
5047 2.8812 0.0234
5114b 3.5733 0.0360
4342 10.3858 0.0345
3736 14.9983 0.0296
3534 5.8173 0.0100
3422 6.0122 0.0175
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
5248 8.1651 0.0379
4845 2.5500 0.0183
4250 11.5986 0.0276
5338 8.7547 0.0321
3851 5.0145 0.0321
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
3836o 9.9729 0.0120
3635o 35.6736 0.0285
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14a14bo 75.9084 0.0490
14a14bu 0.1368 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 8.50 N52/ 0.00 / 7.00
N38/ 0.00 / 5.00 N51/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50/ 0.00 / 4.70 N47/ 0.00 / 3.60 N46/ 0.00 / 3.00
N45/ 0.00 / 2.50 N43/ 0.00 / 9.20 N42/ 0.00 / 7.30
N37/ 0.00 / 7.00 N36/ 0.00 / 4.47 N35/ 0.00 / 3.20
N34/ 0.00 / 4.10 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.00/ 7.00 5047/ 3.60/ 3.60 5114b/ 1.80/ 1.80
4342/ 7.30/ 7.30 3736/ 4.20/ 4.20 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 5248/ 3.60/ 3.60
4845/ 2.50/ 2.50 4250/ 4.70/ 4.70 5338/ 5.00/ 5.00
3851/ 3.80/ 3.80 4746o/ 3.00/ 3.00 4746u/ 3.00/ 3.00
4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50 3836o/ 4.47/ 4.47
3635o/ 3.20/ 3.20 2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75
2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90
1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75
1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50
0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70
0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10
0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 345.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 4.2393 10.5983 45.0000
N51 5.1988 12.9970 0.0000
N48 4.8116 12.0290 1375.0000
N50 4.1356 10.3389 55.0000
N47 8.3932 20.9831 0.0000
N46 4.5965 11.4912 0.0000
N45 1.3859 3.4648 17420.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 3.7963 9.4909 70.0000
N35 6.9362 17.3404 0.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 4.3669 10.9172 1005.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 4.8838 12.2096 170.0000
N26 50.0000 50.0000 0.0000
N25 43.4757 50.0000 0.0000
N24 11.0906 27.7264 0.0000
N23 50.0000 50.0000 0.0000
N22 31.1181 50.0000 0.0000
N21 3.5084 8.7709 65.0000
N20 50.0000 50.0000 0.0000
N19 50.0000 50.0000 0.0000
N18 49.6655 50.0000 0.0000
N17 50.0000 50.0000 0.0000
N16 32.9978 50.0000 0.0000
N15 25.3025 50.0000 0.0000
N14B 0.9469 2.3673 1050.0000
N14A 32.1954 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N12 39.8084 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N8 50.0000 50.0000 0.0000
N7 50.0000 50.0000 0.0000
N6 50.0000 50.0000 0.0000
N5 50.0000 50.0000 0.0000
N4 50.0000 50.0000 0.0000
N3 50.0000 50.0000 0.0000
N2 50.0000 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N45
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 13.1667 0.0003 0.0132 Normal Soln
5047 50.0000 50.0000 50.0000 0.0000 0.0076 0.0812 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0027 0.0173 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 -0.0163 0.0108 Normal Soln
3736 43.4932 43.4932 50.0000 0.0000 0.0003 0.0080 Normal Soln
3534 18.1048 18.1048 50.0000 0.0000 0.0125 0.0126 Normal Soln
3422 50.0000 50.0000 50.0000 0.0000 0.0005 0.0056 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 -0.0006 0.0120 Normal Soln
3024 9.2288 9.2288 19.7996 0.0000 0.0016 1.8120 Normal Soln
3036 17.7463 17.7463 50.0000 0.0000 -0.0004 0.0288 Normal Soln
2827 37.8180 37.8180 50.0000 0.0000 0.0006 0.0136 Normal Soln
2726 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2629 50.0000 50.0000 50.0000 0.0000 -0.0001 0.0045 Normal Soln
2930 37.0605 37.0605 50.0000 0.0000 0.0009 0.0264 Normal Soln
2725 5.8035 5.8035 14.2439 0.0000 0.0016 2.5185 Normal Soln
2524 19.1607 19.1607 32.6095 0.0000 0.0013 1.9450 Normal Soln
2422 8.1658 8.1658 19.1959 0.0000 0.0050 1.6911 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0009 0.0667 Normal Soln
2117 12.2366 12.2366 31.4513 0.0000 0.0146 0.0853 Normal Soln
1714B 38.1013 38.1013 50.0000 0.0000 0.0002 0.0045 Normal Soln
1716 5.6110 5.6110 14.7911 0.0000 0.0064 0.9119 Normal Soln
1615 5.0847 5.0847 13.6522 0.0000 0.0052 2.6149 Normal Soln
1614A 2.7859 2.7859 13.3530 0.0000 0.0028 1.4035 Normal Soln
4514B 16.7473 16.7473 28.1399 0.0000 0.0012 0.0096 Normal Soln
4515 5.6681 5.6681 12.9859 0.0000 -0.0194 2.1510 Normal Soln
1502 16.9744 16.9744 37.9888 0.0000 0.0053 3.8419 Normal Soln
14A13 4.8054 4.8054 32.1920 0.0000 -0.0042 0.0698 Normal Soln
1312 8.0705 8.0705 43.4150 0.0000 0.0059 0.0668 Normal Soln
1211 24.1388 24.1388 50.0000 0.0000 0.0034 0.0435 Normal Soln
1103 17.2738 17.2738 50.0000 0.0000 0.0020 0.0300 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 17.9808 17.9808 50.0000 0.0000 0.0005 1.1447 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0804 16.4178 16.4178 50.0000 0.0000 0.0011 1.5249 Normal Soln
0201 3.2579 3.2579 7.8747 318.5000 0.0086 0.0309 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0005 0.0163 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0014 0.0757 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0008 0.0135 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0008 0.0089 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746u 6.1126 6.1126 17.8736 0.0000 0.0011 1.3133 Normal Soln
4645o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4645u 7.5467 7.5467 29.0222 0.0000 0.0033 2.0044 Normal Soln
3836o 41.4101 41.4101 50.0000 0.0000 0.0008 0.0115 Normal Soln
3635o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2217o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2217u 7.4697 7.4697 18.0337 0.0000 0.0036 2.7819 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 7.8752 7.8752 13.3308 0.0000 -0.0031 0.6339 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 26.3876 26.3876 50.0000 0.0000 0.0023 0.8387 Normal Soln
1817o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1817u 5.5140 5.5140 13.1320 0.0000 0.0017 1.9139 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 17.4260 17.4260 31.9260 0.0000 0.0005 0.8072 Normal Soln
0706o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0706u 10.7355 10.7355 26.0780 0.0000 0.0006 1.3696 Normal Soln
0604o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0604u 12.5006 12.5006 23.2670 0.0000 0.0019 1.9209 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 18.0022 18.0022 45.1612 0.0000 0.0006 1.1916 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 4.7427 4.7427 9.4915 0.0000 0.0028 0.7372 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.7647 3.7647 21.7415 0.0000 0.0017 0.2646 Normal Soln
14a14bo 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
14a14bu 1.9226 1.9226 5.1082 28.3333 -0.0061 2.4124 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...................................4515
*==================================================*
| 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/ 0.03 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.55 /
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/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.41 /
1615/ 0.23 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.06 / 1502/ 0.25 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.08 / 0811/ 0.00 /
0804/ 0.07 / 0201/ 0.11 / 5248/ 0.02 /
4845/ 0.02 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.20 /
4645o/ 0.00 / 4645u/ 0.12 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.26 /
2019o/ 0.00 / 2019u/ 0.34 / 1918o/ 0.00 /
1918u/ 0.23 / 1817o/ 0.00 / 1817u/ 0.19 /
1009o/ 0.00 / 1009u/ 0.11 / 0706o/ 0.00 /
0706u/ 0.07 / 0604o/ 0.00 / 0604u/ 0.25 /
0504o/ 0.00 / 0504u/ 0.06 / 0403o/ 0.00 /
0403u/ 0.31 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.51 / 5047/ 0.31 / 5114b/ 0.07 /
4342/ 0.34 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.08 / 3024/ 0.18 /
3036/ 3.40 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.51 / 2930/ 0.23 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.06 /
2117/ 0.04 / 1714B/ 1.61 / 1716/ 0.41 /
1615/ 0.31 / 1614A/ 0.33 / 4514B/ 0.05 /
4515/ 0.15 / 1502/ 0.33 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.13 /
0912/ 0.08 / 0908/ 0.15 / 0811/ 0.00 /
0804/ 0.18 / 0201/ 0.36 / 5248/ 0.44 /
4845/ 0.31 / 4250/ 0.47 / 5338/ 2.99 /
3851/ 0.04 / 4746o/ 0.00 / 4746u/ 0.12 /
4645o/ 0.01 / 4645u/ 0.12 / 3836o/ 3.44 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.29 /
2019o/ 0.00 / 2019u/ 0.18 / 1918o/ 0.00 /
1918u/ 0.24 / 1817o/ 0.00 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.00 /
0706u/ 0.12 / 0604o/ 0.00 / 0604u/ 0.15 /
0504o/ 0.00 / 0504u/ 0.12 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.00 / 0302u/ 1.50 /
14a14bo/ 0.00 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.01 / 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/ 0.01 / 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/ 0.01 / N53/ 0.02 / N52/ 0.02 /
N38/ 1.06 / N51/ 1.01 / N48/ 1.03 /
N50/ 1.03 / N47/ 0.68 / N46/ 0.89 /
N45/ 1.07 / N43/ 0.01 / N42/ 0.02 /
N37/ 0.05 / N36/ 1.23 / N35/ 1.02 /
N34/ 0.02 / N31/ 0.01 / N30/ 0.89 /
N29/ 0.07 / N28/ 0.05 / N27/ 0.96 /
N26/ 0.04 / N25/ 0.30 / N24/ 0.55 /
N23/ 0.09 / N22/ 0.77 / N21/ 1.03 /
N20/ 0.20 / N19/ 0.25 / N18/ 0.55 /
N17/ 0.47 / N16/ 1.13 / N15/ 0.88 /
N14B/ 1.10 / N14A/ 0.78 / N13/ 0.44 /
N12/ 0.47 / N11/ 0.48 / N10/ 0.16 /
N9/ 0.17 / N8/ 0.34 / N7/ 0.19 /
N6/ 0.29 / N5/ 0.14 / N4/ 0.45 /
N3/ 0.47 / N2/ 0.49 / N1/ 0.49 /
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/ 0.13 / 5047/ 0.11 / 5114b/ 0.03 /
4342/ 0.08 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.09 /
3036/ 3.07 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.18 / 2930/ 0.09 / 2725/ 0.01 /
2524/ 0.02 / 2422/ 0.13 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.10 /
1615/ 0.17 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.08 / 1502/ 0.62 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.05 / 1103/ 0.23 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.02 / 0201/ 0.19 / 5248/ 0.10 /
4845/ 0.15 / 4250/ 0.11 / 5338/ 0.93 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.02 / 3836o/ 6.84 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.14 /
2019o/ 0.00 / 2019u/ 0.02 / 1918o/ 0.00 /
1918u/ 0.12 / 1817o/ 0.00 / 1817u/ 0.04 /
1009o/ 0.00 / 1009u/ 0.01 / 0706o/ 0.00 /
0706u/ 0.01 / 0604o/ 0.00 / 0604u/ 0.02 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.40 /
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/ 5.63/ 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........ 7456
Total number of time steps during simulation.... 5741
Ratio of actual # of time steps / NTCYC......... 1.329
Average number of iterations per time step...... 1.299
Average time step size(seconds)................ 3.762
Smallest time step size(seconds)................ 0.833
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.652
Average minimum implicit time step (sec)........ 2.190
Average minimum junction time step (sec)........ 2.190
Average Courant Factor Tf....................... 2.190
Number of times omega reduced................... 8
*=========================================================*
| 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 1.00 5763 0 7 0 0 0
N53 0 1.00 5742 0 2 0 0 0
N52 0 1.01 5812 0 6 0 0 0
N38 0 1.00 5754 1 14 1 0 0
N51 0 1.00 5767 1 9 0 0 0
N48 0 1.03 5905 1 17 1 0 0
N50 0 1.03 5933 0 7 0 0 0
N47 0 1.05 6051 0 7 0 0 0
N46 0 1.07 6144 0 5 0 0 0
N45 0 1.21 6959 1 8 0 0 0
N43 0 1.01 5819 0 5 0 0 0
N42 0 1.01 5817 0 7 0 0 0
N37 0 1.01 5792 0 4 0 0 0
N36 0 1.06 6090 0 9 0 0 0
N35 0 1.01 5825 0 23 1 0 0
N34 0 1.02 5830 0 7 0 0 0
N31 0 1.03 5921 0 6 0 0 0
N30 0 1.16 6652 0 7 0 0 0
N29 0 1.09 6263 0 5 0 0 0
N28 0 1.05 6044 0 4 0 0 0
N27 0 1.15 6574 0 6 0 0 0
N26 0 1.00 5741 0 1 0 0 0
N25 0 1.20 6877 0 6 0 0 0
N24 0 1.29 7401 0 6 0 0 0
N23 0 1.11 6345 0 6 0 0 0
N22 0 1.25 7190 0 7 0 0 0
N21 0 1.71 9811 0 5 0 0 0
N20 0 1.08 6184 0 7 0 0 0
N19 0 1.19 6828 0 6 0 0 0
N18 0 1.16 6682 0 5 0 0 0
N17 0 1.58 9073 0 20 1 0 0
N16 0 1.54 8864 1 13 3 0 0
N15 0 1.27 7269 0 6 0 0 0
N14B 0 1.17 6734 0 14 1 0 0
N14A 0 1.54 8855 1 13 10 0 0
N13 0 1.41 8107 0 6 0 0 0
N12 0 1.30 7454 0 6 0 0 0
N11 0 1.30 7475 0 6 0 0 0
N10 0 1.04 5965 0 4 0 0 0
N9 0 1.08 6199 0 4 0 0 0
N8 0 1.09 6274 0 4 0 0 0
N7 0 1.03 5921 0 4 0 0 0
N6 0 1.18 6772 0 5 0 0 0
N5 0 1.05 6031 0 4 0 0 0
N4 0 1.24 7120 1 9 0 0 0
N3 0 1.50 8614 1 9 0 0 0
N2 0 1.43 8214 0 6 0 0 0
N1 0 1.45 8341 0 8 0 0 0
Total number of iterations for all junctions.. 322798
Minimum number of possible iterations......... 275568
Efficiency of the simulation.................. 1.17
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 8.9148 0 42 0.0000 1.0852 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5158 0 40 0.0000 1.4842 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0205 0 44 0.0000 2.9795 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0571 0 49 0.0000 3.9429 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8116 0 37 0.0000 5.1884 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6266 0 40 0.0000 5.3734 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7321 0 45 0.0000 4.2679 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.2813 0 43 0.0000 5.7187 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 3.8867 0 40 0.0000 6.1133 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5681 0 41 0.0000 6.4319 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2143 0 40 0.0000 0.7857 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3185 0 41 0.0000 2.6815 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0452 0 35 0.0000 2.9548 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.6981 0 45 0.0000 4.3019 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2193 0 10 0.0000 5.7807 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1152 0 36 0.0000 5.8848 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5141 0 36 0.0000 2.4859 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.0891 0 36 0.0000 4.9109 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.4733 0 35 0.0000 3.5267 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3549 0 35 0.0000 1.6451 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.3070 0 35 0.0000 3.6930 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.5395 0 51 0.0000 3.4605 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.1724 0 35 0.0000 4.8276 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 3.1425 0 37 0.0000 6.8575 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.7892 0 36 0.0000 5.2108 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 2.6295 0 37 0.0000 7.3705 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0292 0 35 0.0000 6.9708 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.2036 0 35 0.0000 3.7964 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.7483 0 35 0.0000 5.2517 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 2.4478 0 36 0.0000 7.5522 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.2199 0 36 0.0000 7.7801 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.4729 0 37 0.0729 7.5271 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.0877 0 37 0.0527 7.9123 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 2.8989 0 45 0.0000 7.1011 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.3842 0 37 0.0000 7.6158 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.3042 0 37 0.0000 7.6958 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.1547 0 39 0.0000 7.8453 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 1.8212 0 42 0.0000 8.1788 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.7571 0 35 0.0000 6.2429 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 2.6739 0 35 0.0000 7.3261 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 2.3412 0 36 0.0000 7.6588 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 4.1892 0 35 0.0000 5.8108 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 3.7858 0 35 0.0000 6.2142 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.4415 0 35 0.0000 6.5585 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.1545 0 35 0.0000 7.8455 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.5675 0 41 0.0000 8.4325 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.5419 0 41 0.0000 8.4581 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.4214 0 41 0.0000 8.5786 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 0.0358 0 34 0.3892 0 0 0.0043 8.9148 7.0205 .0742 .1026
5047 2.8812 1.4600 200.0000 0.1132 0 45 0.4064 0 45 0.0393 5.7321 4.6239 .1606 .1193
5114b 3.5733 1.8108 200.0000 0.0260 0 37 0.2564 0 37 0.0073 4.8116 3.0088 .0579 .0440
4342 10.3858 1.3631 200.0000 0.0340 0 40 0.4670 0 0 0.0033 9.2143 7.3185 .0716 .0924
3736 14.9983 3.6090 400.0000 0.0461 0 35 0.6761 0 35 0.0031 7.0452 5.5644 .1131 .1109
3534 5.8173 1.4765 400.0000 0.0173 0 35 0.1429 0 10 0.0030 4.2189 4.1152 .0473 .0381
3422 6.0122 1.5213 400.0000 0.0133 0 36 0.1364 0 37 0.0022 4.1152 3.4034 .0381 .0085
3130 13.5508 2.2744 300.0000 0.0652 0 36 0.2723 0 36 0.0048 7.5141 5.7096 .0471 .0320
3024 0.4621 2.9058 450.0000 0.3552 0 36 2.5758 0 36 0.7687 5.0890 3.1559 1.975 .6577
3036 6.7857 1.4251 400.0000 -0.0874 0 46 -0.1619 0 46 -0.0129 5.6866 5.6981 .1664 .4452
2827 15.5945 3.7524 400.0000 0.0804 0 35 0.8002 0 35 0.0052 8.3549 6.7539 .1372 .1348
2726 18.5574 3.1124 300.0000 0.0000 0 0 0.0000 0 0 0.0000 6.5395 6.5395 .0000 .0000
2629 2.4524 0.5150 400.0000 0.0054 0 51 0.0729 1 8 0.0022 6.5395 6.4733 .0988 .1833
2930 11.6053 2.4373 400.0000 0.1272 0 36 0.6936 0 36 0.0110 6.4733 5.6925 .1833 .1814
2725 0.2218 2.0080 375.0000 0.2184 0 35 2.1065 0 35 0.9846 6.3068 5.1724 2.551 .8064
2524 0.2779 2.5163 375.0000 0.2160 0 36 2.4538 0 35 0.7773 5.1724 3.1425 .8064 .7533
2422 0.8401 2.9711 600.0000 0.5621 0 37 2.0317 0 37 0.6692 3.1425 2.6295 .9208 1.282
L575 4.4056 1.1111 300.0000 0.1179 0 36 0.3790 0 36 0.0268 4.7892 3.4646 .2973 .2153
2117 10.3655 2.0976 500.0000 0.0740 0 35 0.3180 0 35 0.0071 3.0292 2.9671 .0585 .0341
1714B 8.1188 0.9553 500.0000 -0.0185 0 45 -0.1067 0 45 -0.0023 2.8844 2.8989 .0687 .1977
1716 3.1532 3.6415 1050.000 1.2340 0 37 2.0283 0 37 0.3914 2.2199 2.4729 .4476 1.069
1615 0.7725 1.7486 750.0000 0.8935 0 37 1.9777 0 37 1.1567 2.4729 2.0877 1.510 1.170
1614A 0.7872 1.7819 750.0000 0.3416 0 36 0.7489 0 36 0.4339 2.4729 2.3842 1.097 1.045
4514B 28.0567 3.5017 450.0000 0.1352 0 41 0.8529 0 41 0.0048 3.5681 2.9174 .1514 .1497
4515 0.1942 2.7467 300.0000 0.1761 1 8 2.4642 1 8 0.9072 3.5681 2.0877 3.560 2.925
1502 0.6052 1.1322 825.0000 1.0618 0 37 2.3692 0 37 1.7544 2.0877 1.5419 1.063 .5963
14A13 16.6072 0.8411 1700.000 -0.4584 0 37 -0.3106 0 37 -0.0276 2.3842 2.3042 .3084 .4142
1312 15.7543 0.6101 1400.000 0.4575 0 37 0.3225 0 35 0.0290 2.3042 2.1547 .3173 .3391
1211 22.0747 0.6694 1700.000 0.4561 0 40 0.2392 0 39 0.0207 2.1547 1.8212 .2793 .2831
1103 34.9730 0.7240 2000.000 0.5231 0 42 0.3045 0 43 0.0150 1.8212 1.5675 .2406 .2337
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.6739 2.1547 .0000 .0000
0908 0.1628 1.4741 375.0000 0.0714 0 35 0.9861 0 32 0.4389 2.6739 2.3412 .4637 .9098
0811 6.0914 1.5476 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.8212 1.8212 .0000 .0000
0804 0.2208 1.3886 450.0000 0.1348 0 36 0.9594 0 37 0.6104 2.3412 2.1545 .7582 1.010
0201 142.3584 2.9703 2000.000 2.0734 0 41 1.2699 0 41 0.0146 1.5419 1.4214 .2460 .2457
5248 8.1651 1.4277 200.0000 0.0605 0 44 0.2737 0 0 0.0074 7.0205 4.8157 .1026 .0784
4845 2.5500 1.2922 200.0000 0.0897 0 40 0.3209 0 32 0.0352 4.6266 3.5681 .1330 .3407
4250 11.5986 1.2184 200.0000 0.0780 0 41 0.1996 0 0 0.0067 7.3185 5.7321 .0924 .1606
5338 8.7547 1.3127 200.0000 0.0382 0 40 0.4333 0 0 0.0044 8.5158 6.0571 .0791 .2857
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0571 4.8116 .0000 .0000
4746o 17.3588 1.9947 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.8867 3.8867 .0000 .0000
4746u 0.1498 2.1194 300.0000 0.0815 0 43 1.3987 0 24 0.5441 4.2813 3.8867 2.270 2.955
4645o 15.8729 1.6240 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.8867 3.5681 .0000 .0000
4645u 0.1105 1.5637 300.0000 0.0815 0 43 1.1371 0 43 0.7375 3.8867 3.5681 2.955 3.560
3836o 9.9729 2.0945 400.0000 0.0574 0 49 0.1121 0 51 0.0058 6.0571 5.6981 .1428 .4452
3635o 35.6736 2.3986 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2193 4.2193 .0000 .0000
2217o 14.0423 1.9555 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.2199 2.2199 .0000 .0000
2217u 0.6241 1.4127 750.0000 0.7312 0 37 1.9409 0 37 1.1716 2.6295 2.2199 1.026 .6266
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.7483 4.7483 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.1774 0 35 2.2504 0 38 0.2783 6.2036 4.7483 .4526 .5518
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4478 2.4478 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.3383 0 35 1.8660 0 35 0.3584 4.7483 2.4478 .4138 .9130
1817o 9.1593 0.8118 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.2199 2.2199 .0000 .0000
1817u 0.5070 1.7932 600.0000 0.4248 0 36 1.6754 0 35 0.8378 2.4478 2.2199 .9130 .7832
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.6739 2.6739 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.0727 0 35 1.5661 0 35 0.3009 3.7571 2.6739 .4189 .4637
0706o 7.2322 2.1546 300.0000 0.0000 0 0 0.0000 0 0 0.0000 3.7858 3.7858 .0000 .0000
0706u 0.1248 1.7661 300.0000 0.0639 0 35 1.1504 0 33 0.5121 4.1892 3.7858 .6305 .9528
0604o 9.6606 2.8827 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.1545 2.1545 .0000 .0000
0604u 0.3116 2.8210 375.0000 0.2470 0 35 2.4498 0 35 0.7927 3.7858 2.1545 .7622 1.212
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.1545 2.1545 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.0697 0 35 1.3950 0 35 0.4522 3.4415 2.1545 .4717 1.515
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.5675 1.5675 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.5765 0 35 2.1073 0 35 0.2990 2.1545 1.5675 .6060 .6233
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.5419 1.5419 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.3301 0 41 0.4599 0 41 0.1014 1.5675 1.5419 .7791 .8199
14a14bo 75.9084 3.3944 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.3842 2.3842 .0000 .0000
14a14bu 0.1368 1.9347 300.0000 0.1400 0 50 1.9577 0 50 1.0240 2.8989 2.3842 3.662 2.614
FREE # 1 Undefnd Undefnd Undefn 2.0734 0 41
*==================================================*
| 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 0.0092 0.3109 0.0023
5047 8.8750 0.0000 0.0000 351.1250 0.0283 0.2786 0.0114
5114b 11.0000 0.0000 0.0000 349.0000 0.0103 0.1012 0.0026
4342 0.1667 359.8333 0.0000 0.0000 0.0080 0.3029 0.0020
3736 0.1667 0.0000 0.0000 359.8333 0.0221 0.0681 0.0303
3534 10.3333 349.6667 0.0000 0.0000 0.0131 0.1291 0.0018
3422 10.5000 0.0000 0.0000 349.5000 0.0099 0.0972 0.0013
3130 0.1667 0.0000 0.0000 359.8333 0.0121 0.2394 0.0032
3024 0.1667 0.0000 0.0000 359.8333 0.1294 0.1379 1.5245
3036 18.6667 0.0000 341.3333 0.0000 0.0602 0.5399 0.0198
2827 0.1667 0.0000 0.0000 359.8333 0.0268 0.1005 0.0435
2726 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2629 0.2500 359.7500 0.0000 0.0000 0.0249 0.1009 0.0033
2930 0.2500 0.0000 0.0000 359.7500 0.0359 0.1834 0.0506
2725 0.1667 359.8333 0.0000 0.0000 0.1090 0.1042 1.3203
2524 0.1667 2.9722 0.0000 356.8611 0.1131 0.0890 0.6817
2422 0.1667 359.8333 0.0000 0.0000 0.1679 0.2772 1.3401
L575 0.1667 0.0000 0.0000 359.8333 0.0390 0.3112 0.0291
2117 6.7917 0.0000 0.0000 353.2083 0.0236 0.2329 0.0074
1714B 347.1667 0.0000 12.8333 0.0000 0.0312 0.1737 0.0071
1716 0.1667 353.5833 0.0000 6.2500 0.2623 0.6085 1.6152
1615 1.8333 358.1667 0.0000 0.0000 0.2278 0.4521 1.9870
1614A 11.0833 99.0000 249.9167 0.0000 0.2281 0.4562 0.6016
4514B 320.8333 0.0000 0.0000 39.1667 0.0334 0.1585 0.0578
4515 0.1667 359.8333 0.0000 0.0000 0.0840 0.0728 2.2479
1502 0.1667 359.8333 0.0000 0.0000 0.2336 0.4488 1.6076
14A13 83.5000 276.5000 0.0000 0.0000 0.2854 1.4763 0.1907
1312 83.4167 276.5833 0.0000 0.0000 0.2089 1.5587 0.1380
1211 17.8333 342.1667 0.0000 0.0000 0.1701 1.9489 0.1106
1103 0.1667 359.8333 0.0000 0.0000 0.2965 1.7233 0.1436
0912 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0908 0.1667 359.8333 0.0000 0.0000 0.0996 0.0750 0.2451
0811 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0804 0.1667 359.8333 0.0000 0.0000 0.1309 0.1429 0.3733
0201 0.1667 359.8333 0.0000 0.0000 0.3151 1.6328 0.6244
5248 0.1667 0.0000 0.0000 359.8333 0.0101 0.2993 0.0037
4845 9.8750 38.7083 0.0000 311.4167 0.0448 0.4446 0.0095
4250 0.2500 351.1250 0.0000 8.6250 0.0155 0.7720 0.0026
5338 0.1667 351.0000 0.0000 8.8333 0.0255 0.8803 0.0016
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 0.8949
4645o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.1110
3836o 8.9583 351.0417 0.0000 0.0000 0.0576 0.5173 0.0131
3635o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2217o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2217u 0.1667 359.8333 0.0000 0.0000 0.2145 0.3771 1.2011
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1115 0.0789 0.5079
1918o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 359.8333 0.0000 0.0000 0.1531 0.1822 0.7364
1817o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1817u 0.1667 359.8333 0.0000 0.0000 0.1810 0.2552 0.8447
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.0855 0.0464 0.2579
0706o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0706u 0.1667 359.8333 0.0000 0.0000 0.0866 0.0570 0.2659
0604o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1009 0.9061
0504o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0504u 0.1667 359.8333 0.0000 0.0000 0.0734 0.0499 0.4137
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2075 0.2750 0.9371
0302o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0302u 0.1667 359.8333 0.0000 0.0000 0.2921 0.7177 0.2206
14a14bo 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14a14bu 11.0000 349.0000 0.0000 0.0000 0.0839 0.0727 1.6908
*===========================================*
| 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 0.0048 102.7409 0.0002 0.9990 0.1846 0.0039 0.0971 2.7975
5047 0.0181 389.9290 0.0004 0.9754 0.9584 0.0097 0.0958 0.0350
5114b 0.0032 68.1498 0.0001 0.9702 1.0798 0.0030 0.0291 0.0350
4342 0.0047 100.9381 0.0002 0.9990 0.2204 0.0033 0.0843 2.7975
3736 0.0051 110.5690 0.0002 0.9990 1.1505 0.0076 0.0161 1.2433
3534 0.0016 35.1501 0.0001 0.9714 0.2103 0.0036 0.0352 0.0350
3422 0.0016 35.2789 0.0000 0.9713 0.6496 0.0028 0.0277 0.0450
3130 0.0077 165.6691 0.0002 0.9990 1.1177 0.0034 0.0676 2.1759
3024 0.0521 1124.3963 0.0014 0.9990 1.5949 0.0603 0.0402 0.8082
3036 -0.0176 -379.9682 0.0004 0.9427 0.0000 0.0405 0.3023 0.0201
2827 0.0088 190.3766 0.0003 0.9990 1.1752 0.0093 0.0234 1.2433
2726 0.0000 0.0000 0.0000 0.0000 0.0000 0.0222 0.0052 0.0200
2629 0.0012 26.8635 0.0000 0.9990 0.1209 0.0127 0.0342 2.1759
2930 0.0160 345.1297 0.0006 0.9990 0.7736 0.0142 0.0476 1.2433
2725 0.0244 527.9261 0.0010 0.9990 1.2261 0.0450 0.0272 0.8082
2524 0.0245 529.2614 0.0009 0.9958 1.7528 0.0405 0.0202 0.0130
2422 0.0766 1655.5103 0.0022 0.9990 0.9883 0.0817 0.0781 0.8082
L575 0.0139 299.4607 0.0004 0.9990 0.5284 0.0141 0.0761 2.7975
2117 0.0076 165.1766 0.0015 0.9829 1.0096 0.0059 0.0580 0.0200
1714B -0.0004 -8.5087 0.0000 0.0803 0.0000 0.0024 0.0104 0.0210
1716 0.1634 3529.9982 0.0040 0.9990 1.0284 0.1146 0.1764 Section 4
0.8082
1615 0.1538 3321.0637 0.0037 0.9956 0.5445 0.1208 0.1840 0.0130
1614A 0.0099 213.1989 0.0014 0.9699 0.0227 0.0827 0.1073 0.0130
4514B 0.0074 159.4566 0.0003 0.2007 0.2003 0.0050 0.0198 0.0214
4515 0.0408 881.7640 0.0008 0.9990 0.8079 0.0507 0.0352 0.8082
1502 0.1949 4209.2306 0.0047 0.9990 0.8611 0.1208 0.1631 0.8082
14A13 -0.0200 -432.4999 0.0013 0.8110 0.0005 0.0726 0.2311 0.1229
1312 0.0202 435.9060 0.0014 0.8108 0.0462 0.0322 0.1755 0.1226
1211 0.0206 445.0913 0.0009 0.9469 0.0289 0.0414 0.2323 0.1233
1103 0.0387 836.3429 0.0009 0.9990 0.1258 0.0879 0.3810 7.7709
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0054 0.0542 0.0450
0908 0.0080 172.4642 0.0002 0.9988 0.7296 0.0353 0.0163 0.7960
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0804 0.0155 335.0454 0.0005 0.9990 0.5991 0.0489 0.0308 0.8082
0201 0.3102 6700.3393 0.0074 0.9990 0.5427 0.1217 0.5005 2.4867
5248 0.0098 210.6517 0.0002 0.9990 0.5818 0.0042 0.0964 2.7975
4845 0.0140 301.8694 0.0003 0.9727 0.8149 0.0115 0.1136 0.0350
4250 0.0111 240.1714 0.0004 0.9990 0.2544 0.0052 0.2191 2.7975
5338 0.0054 115.8881 0.0001 0.9990 0.0719 0.0116 0.3747 2.7975
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0009 0.0089 0.0450
4746o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0286
4746u 0.0263 568.6967 0.0003 0.9990 1.2005 0.0355 0.0210 0.8082
4645o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0023 0.0090 0.0295
4645u 0.0263 569.1201 0.0003 0.9990 0.7063 0.0389 0.0248 0.8703
3836o 0.0118 255.7098 0.0002 0.9749 0.0689 0.0391 0.2995 0.0201
3635o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0350
2217o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0277
2217u 0.0970 2095.0669 0.0030 0.9990 0.7960 0.0995 0.1100 0.8082
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0201
2019u 0.0243 525.6737 0.0007 0.9990 1.8197 0.0411 0.0206 0.8082
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0261
1918u 0.0435 939.3690 0.0010 0.9990 1.1631 0.0616 0.0479 0.8082
1817o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0266
1817u 0.0553 1195.4583 0.0016 0.9990 0.7484 0.0782 0.0693 0.8082
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
1009u 0.0080 171.9272 0.0003 0.9990 1.2112 0.0280 0.0106 0.8703
0706o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
0706u 0.0072 155.7275 0.0003 0.9990 0.8083 0.0321 0.0128 0.8082
0604o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
0604u 0.0302 652.6807 0.0008 0.9990 1.4914 0.0452 0.0256 0.8082
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
0504u 0.0077 165.9157 0.0002 0.9990 0.7155 0.0329 0.0154 0.8082
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0403u 0.0687 1484.4846 0.0024 0.9990 2.1918 0.0718 0.0680 0.8082
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0219
0302u 0.1078 2327.6443 0.0013 0.9990 0.1287 0.1182 0.2503 0.4352
14a14bo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0350
14a14bu 0.0101 218.4515 0.0004 0.9700 0.2427 0.0390 0.0252 0.0130
FREE # 1 0.3103 6701.4774
*===============================================================*
| 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 0.0356 0.0000 1.8946 0.0117 0.0156 8.9114 7.0194 Max Flow
5047 0.1132 0.0000 1.1052 0.0239 0.0283 5.7321 4.6239 Max Flow
5114b 0.0259 0.0000 1.7965 0.0088 0.0099 4.8116 3.0088 Max Flow
4342 0.0340 0.0000 0.8846 0.0111 0.0139 9.2143 7.3184 Max Flow
3736 0.0460 0.0000 1.4764 0.0517 0.0444 7.0452 5.5644 Max Flow
3534 0.0173 0.0000 0.0714 0.0044 0.0097 4.2119 4.1147 Max Flow
3422 0.0133 0.0000 0.7107 0.0034 0.0073 4.1152 3.4034 Max Flow
3130 0.0652 0.0000 1.8036 0.0096 0.0121 7.5141 5.7096 Max Flow
3024 0.3550 0.7247 0.9603 0.4050 0.2958 5.0792 3.1558 Max Flow
3036 -0.0008 0.0000 0.0000 0.0050 0.0096 5.6246 5.6247 Max Flow
2827 0.0804 0.0000 1.5957 0.0652 0.0539 8.3549 6.7539 Max Flow
2726 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2629 0.0054 0.0000 0.0369 0.0201 0.0388 6.5395 6.4567 Max Flow
2930 0.1272 0.0000 0.7789 0.0775 0.0725 6.4733 5.6925 Max Flow
2725 0.2183 0.5962 0.4662 0.3343 0.3024 6.3048 5.1683 Max Flow
2524 0.2159 0.5274 1.4715 0.3331 0.2485 5.1624 3.1270 Max Flow
2422 0.5621 0.2377 0.3004 0.4885 0.3592 3.1418 2.6295 Max Flow
L575 0.1179 0.0000 1.3177 0.0646 0.0788 4.7892 3.4646 Max Flow
2117 0.0740 0.0000 0.0597 0.0171 0.0242 3.0292 2.9671 Max Flow
1714B 0.0000 0.0000 0.0000 0.0000 0.0000 2.8479 2.8479 Max Flow
1716 1.2340 -0.3886 0.1309 0.6302 0.4562 2.2199 2.4729 Max Flow
1615 0.8935 0.2242 0.1663 0.5847 0.7500 2.4715 2.0863 Max Flow
1614A 0.3416 0.0789 0.0088 0.3568 0.3454 2.4729 2.3837 Max Flow
4514B 0.1352 0.0000 0.6496 0.0790 0.0674 3.5681 2.9174 Max Flow
4515 0.1761 0.6726 1.0383 1.0172 0.2241 3.5172 1.8028 Max Flow
1502 1.0618 -0.0488 0.6622 0.6235 0.8250 2.0854 1.5320 Max Flow
14A13 0.0032 0.0000 0.0006 0.0160 0.0681 1.9551 1.9542 Max Flow
1312 0.4575 0.0000 0.1604 0.2875 0.4439 2.3042 2.1422 Max Flow
1211 0.4558 0.0000 0.3450 0.2556 0.4678 2.1505 1.8044 Max Flow
1103 0.5231 0.0000 0.2560 0.1910 0.4807 1.8212 1.5636 Max Flow
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0908 0.0714 0.1823 0.1944 0.1949 0.1738 2.6739 2.3402 Max Flow
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0804 0.1348 0.0947 0.1205 0.2567 0.2539 2.3387 2.1485 Max Flow
0201 2.0733 0.0000 0.1203 0.4095 0.4914 1.5419 1.4214 Max Flow
5248 0.0605 0.0000 2.2034 0.0157 0.0180 7.0205 4.8157 Max Flow
4845 0.0897 0.0000 0.1881 0.0202 0.0264 4.6266 3.5680 Max Flow
4250 0.0780 0.0000 0.3255 0.0147 0.0180 7.3185 5.7314 Max Flow
5338 0.0382 0.0000 0.0534 0.0120 0.0158 8.5158 6.0512 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746u 0.0815 0.2217 0.1741 0.2225 0.1578 4.2812 3.8864 Max Flow
4645o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4645u 0.0815 0.0549 0.2644 0.2225 0.1917 3.8864 3.5677 Max Flow
3836o 0.0574 0.0000 0.0090 0.0557 0.0566 6.0571 5.6970 Max Flow
3635o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2217o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2217u 0.7312 0.1512 0.1921 0.5300 0.7500 2.6284 2.2195 Max Flow
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2019u 0.1774 1.1090 0.4782 0.2962 0.1623 6.2035 4.7480 Max Flow
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1918u 0.3383 0.5549 0.7904 0.3802 0.2481 4.7483 2.4422 Max Flow
1817o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1817u 0.4247 0.1077 0.1027 0.4272 0.4204 2.4478 2.2129 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.0726 0.4755 0.6370 0.1965 0.1409 3.7570 2.6723 Max Flow
0706o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0706u 0.0639 0.3101 0.1694 0.1967 0.1521 4.1892 3.7838 Max Flow
0604o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0604u 0.2470 0.4867 1.1720 0.3468 0.2520 3.7856 2.1545 Max Flow
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0504u 0.0696 0.6304 0.6724 0.2055 0.1413 3.4415 2.1497 Max Flow
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0403u 0.5764 0.4808 0.1221 0.4690 0.2808 2.1545 1.5362 Max Flow
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0302u 0.3300 0.0259 0.0005 0.1702 0.1045 1.5674 1.5419 Max Flow
14a14bo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
14a14bu 0.1400 0.4386 0.2047 0.2769 0.2530 2.8650 2.2176 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 235.8333 115.3333 8.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 128.0000 221.0000 11.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.1667 349.5000 10.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 82.8333 266.6667 10.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 106.0000 253.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 341.3333 18.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 5.3333 236.6667 118.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2524 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 355.3333 0.0000 0.0000 0.0000 3.5000 0.0000 None
L575 251.8333 108.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 166.0000 187.3333 6.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 12.8333 347.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.1667 1.0000 274.0000 15.0000 0.0000 0.0000 69.8333 0.0000 None
1615 0.8333 224.0000 2.8333 23.3333 15.0000 0.0000 94.0000 0.0000 None
1614A 0.0000 307.3333 0.0000 52.6667 0.0000 0.0000 0.0000 0.0000 None
4514B 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 328.5000 31.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 276.5000 83.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 7.8333 268.8333 83.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 342.1667 17.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.5000 359.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0811 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 229.8333 108.6667 0.0000 0.0000 0.0000 21.5000 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 230.5000 129.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 224.0000 126.1667 9.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 4.5000 355.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 3.5000 356.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.5000 0.6667 319.6667 15.1667 0.0000 0.0000 24.0000 0.0000 None
4645o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 310.0000 2.5000 0.0000 43.3333 3.0000 0.0000 None
3836o 0.0000 351.1667 8.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 350.1667 9.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019u 0.0000 1.0000 359.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.1667 248.1667 0.0000 0.0000 0.0000 110.6667 0.0000 None
1009o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 163.8333 191.8333 0.0000 0.0000 3.1667 0.0000 None
14a14bo 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
14a14bu 0.0000 0.0000 281.8333 30.1667 0.0000 33.0000 15.0000 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 326.9167 327.9167 0.0000 0.0000
5047 0.0000 0.0000 0.0000 0.0000
5114b 0.0000 0.0000 251.6667 0.0000
4342 326.8750 326.8750 0.0000 0.0000
3736 0.0000 1.8611 140.0556 0.0000
3534 348.0000 348.3333 0.0833 0.0000
3422 0.0000 0.0000 234.8333 0.0000
3130 0.0000 0.0000 228.2708 0.0000
3024 0.0000 0.0000 351.2500 0.0000
3036 0.0000 0.0000 0.0000 0.0000
2827 0.0000 0.0000 98.8750 0.0000
2726 0.0000 0.0000 0.0000 0.0000
2629 123.2500 123.2500 0.0000 0.0000
2930 0.0833 0.1250 0.0000 0.0000
2725 0.0000 0.0000 347.2500 0.0000
2524 0.0000 1.2222 357.5000 0.0000
2422 310.1042 351.4444 135.0208 0.0000
L575 0.0000 0.0000 0.0000 0.0000
2117 0.0000 0.0000 240.6250 0.0000
1714B 0.0000 0.0000 0.0000 0.0000
1716 348.4028 353.0833 236.0000 0.0000
1615 182.7500 257.5417 0.0000 0.0000
1614A 0.1667 25.1389 0.0000 0.0000
4514B 0.1250 0.1250 310.4861 0.0000
4515 257.6250 257.7917 20.1667 0.0000
1502 3.2083 3.6250 102.5417 0.0000
14A13 283.2083 288.0833 0.0000 0.0000
1312 324.0417 324.0833 0.0000 0.0000
1211 332.7500 332.8750 0.1250 0.0000
1103 130.1389 134.6944 0.0000 0.0000
0912 0.0000 0.0000 0.0000 0.0000
0908 354.2500 354.2500 0.0000 0.0000
0811 0.0000 0.0000 0.0000 0.0000
0804 329.6944 356.7500 0.0000 0.0000
0201 3.0417 3.0417 0.0000 0.0000
5248 0.0000 7.3333 7.3333 0.0000
4845 35.7500 35.7917 0.0000 0.0000
4250 128.6250 135.8750 7.2500 0.0000
5338 351.0000 351.0000 0.0000 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 0.0000 0.0000 0.0000 0.0000
4746u 1.3750 270.6667 308.3750 0.0000
4645o 0.0000 0.0000 0.0000 0.0000
4645u 306.5417 306.6250 17.5833 0.0000
3836o 351.0417 351.0417 0.0000 0.0000
3635o 0.0000 0.0000 0.0000 0.0000
2217o 0.0000 0.0000 0.0000 0.0000
2217u 0.0000 0.0000 0.0000 0.0000
2019o 0.0000 0.0000 0.0000 0.0000
2019u 266.2917 356.4167 356.4167 0.0000
1918o 0.0000 0.0000 0.0000 0.0000
1918u 354.8333 354.9167 356.4167 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 234.2500 307.1250 2.1667 0.0000
1009o 0.0000 0.0000 0.0000 0.0000
1009u 311.2083 351.0000 308.5000 0.0000
0706o 0.0000 0.0000 0.0000 0.0000
0706u 317.4167 356.6667 20.7500 0.0000
0604o 0.0000 0.0000 0.0000 0.0000
0604u 347.7222 355.9167 356.7500 0.0000
0504o 0.0000 0.0000 0.0000 0.0000
0504u 356.4167 356.5833 11.6250 0.0000
0403o 0.0000 0.0000 0.0000 0.0000
0403u 45.9167 139.3889 340.5278 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 165.2917 355.9167 0.0000 0.0000
14a14bo 0.0000 0.0000 0.0000 0.0000
14a14bu 253.9167 305.6250 0.1667 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 0.0991 0.1393 0.0991 0.0092 0.0174 0.0092 0.0930 0.1250 0.0930 6.1352 8.2474 6.1352 0.0175
5047 0.1189 0.4067 0.1189 0.0000 0.1132 0.0000 0.0001 0.2783 0.0001 0.0063 13.0813 0.0063 0.0284
5114b 0.0750 0.2565 0.0750 0.0000 0.0259 0.0000 0.0000 0.1012 0.0000 0.0009 5.0583 0.0009 0.0103
4342 0.0954 0.1405 0.0954 0.0090 0.0160 0.0090 0.0947 0.1135 0.0947 5.2074 6.2447 5.2074 0.0164
3736 0.0000 0.6897 0.0000 0.0000 0.0461 0.0000 0.0000 0.0668 0.0000 0.0000 3.3388 0.0000 0.0448
3534 0.0210 0.1338 0.0210 0.0000 0.0173 0.0000 0.0000 0.1290 0.0000 0.0001 1.2904 0.0001 0.0132
3422 0.0290 0.1365 0.0290 0.0000 0.0133 0.0000 0.0000 0.0972 0.0000 0.0004 3.8871 0.0004 0.0099
3130 0.0579 0.2723 0.0579 0.0000 0.0652 0.0000 0.0000 0.2394 0.0000 0.0008 13.1663 0.0008 0.0121
3036 0.0000 0.1620 0.0000 0.0000 0.0874 0.0000 0.0000 0.5397 0.0000 0.0000 9.7138 0.0000 0.1260
2827 0.0000 0.8166 0.0000 0.0000 0.0804 0.0000 0.0000 0.0985 0.0000 0.0000 4.9227 0.0000 0.0544
2726 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
2629 0.0000 0.0545 0.0000 0.0000 0.0054 0.0000 0.0000 0.0988 0.0000 0.0000 4.4479 0.0000 0.0539
2930 0.0000 0.7017 0.0000 0.0000 0.1272 0.0000 0.0000 0.1813 0.0000 0.0000 8.7005 0.0000 0.0730
L575 0.0000 0.3811 0.0000 0.0000 0.1179 0.0000 0.0000 0.3094 0.0000 0.0000 18.5654 0.0000 0.0791
2117 0.0601 0.3180 0.0601 0.0000 0.0740 0.0000 0.0000 0.2328 0.0000 0.0005 2.3278 0.0005 0.0238
1714B 0.0000 0.1088 0.0000 0.0000 0.0185 0.0000 0.0000 0.1703 0.0000 0.0000 4.7687 0.0000 0.0707
4514B 0.0000 0.8636 0.0000 0.0000 0.1352 0.0000 0.0000 0.1565 0.0000 0.0000 3.7565 0.0000 0.0678
14A13 0.0000 0.3114 0.0000 0.0000 0.4584 0.0000 0.0000 1.4718 0.0000 0.0000 14.7176 0.0000 0.6591
1312 0.0000 0.2940 0.0000 0.0000 0.4575 0.0000 0.0000 1.5564 0.0000 0.0000 21.7900 0.0000 0.4564
1211 0.0000 0.2346 0.0000 0.0000 0.4561 0.0000 0.0000 1.9444 0.0000 0.0000 71.9437 0.0000 0.4694
1103 0.0000 0.3039 0.0000 0.0000 0.5231 0.0000 0.0000 1.7214 0.0000 0.0000 60.2505 0.0000 0.4739
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0201 0.0000 1.2718 0.0000 0.0000 2.0734 0.0000 0.0000 1.6303 0.0000 0.0000 16.3027 0.0000 0.4917
5248 0.1737 0.2376 0.1737 0.0144 0.0317 0.0144 0.0828 0.1336 0.0828 4.8032 7.7513 4.8032 0.0184
4845 0.0590 0.2019 0.0590 0.0000 0.0896 0.0000 0.0003 0.4439 0.0003 0.0205 26.6367 0.0205 0.0453
4250 0.0957 0.1166 0.0957 0.0276 0.0227 0.0276 0.2885 0.1950 0.2885 16.7332 11.3080 16.7332 0.0245
5338 0.0415 0.0472 0.0415 0.0123 0.0136 0.0123 0.2959 0.2886 0.2959 23.0784 22.5080 23.0784 0.0339
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 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4645o 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
3836o 0.0000 0.1111 0.0000 0.0000 0.0574 0.0000 0.0000 0.5166 0.0000 0.0000 20.6645 0.0000 0.1232
3635o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2217o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1817o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0706o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0604o 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
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14a14bo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
*========================================================*
| Table E14a - Natural Channel Encroachment Information |
*========================================================*
<------- Existing Conveyance Condition -------> <----- Encroachment Conveyance Condition -----> <- % Volume --> <-- Encroachment Data -->
Conduit Left Centre Right Total Left Right Left Centre Right Total Left Right Reduction Depth
Name Bank Channel Bank Station Station Bank Channel Bank Station Station Left Right Incr. Method
---------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -----------------
5453 0.07909 0.1495 0.07909 0.3077 0.09850 34.901 0.07909 0.1495 0.07909 0.3077 0.09850 34.901 0.0000 0.0000 0.0000 None
5047 .000105 0.7402 .000105 0.7404 0.09053 9.9095 .000105 0.7402 .000105 0.7404 0.09053 9.9095 0.0000 0.0000 0.0000 None
5114b .70E-05 0.1370 .70E-05 0.1371 0.09656 9.9034 .70E-05 0.1370 .70E-05 0.1371 0.09656 9.9034 0.0000 0.0000 0.0000 None
4342 0.07216 0.1275 0.07216 0.2718 0.09873 39.901 0.07216 0.1275 0.07216 0.2718 0.09873 39.901 0.0000 0.0000 0.0000 None
3736 0.0000 0.2627 0.0000 0.2627 3.5680 11.432 0.0000 0.2627 0.0000 0.2627 3.5680 11.432 0.0000 0.0000 0.0000 None
3534 .27E-05 0.2056 .27E-05 0.2056 0.09835 9.9016 .27E-05 0.2056 .27E-05 0.2056 0.09835 9.9016 0.0000 0.0000 0.0000 None
3422 .21E-05 0.09967 .21E-05 0.09968 0.09802 9.9020 .21E-05 0.09967 .21E-05 0.09968 0.09802 9.9020 0.0000 0.0000 0.0000 None
3130 .47E-05 0.3603 .47E-05 0.3603 0.09758 19.902 .47E-05 0.3603 .47E-05 0.3603 0.09758 19.902 0.0000 0.0000 0.0000 None
3036 0.0000 4.3582 0.0000 4.3582 5.9100 14.090 0.0000 4.3582 0.0000 4.3582 5.9100 14.090 0.0000 0.0000 0.0000 None
2827 0.0000 0.4408 0.0000 0.4408 3.5611 11.439 0.0000 0.4408 0.0000 0.4408 3.5611 11.439 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
2629 0.0000 0.2512 0.0000 0.2512 5.9615 14.038 0.0000 0.2512 0.0000 0.2512 5.9615 14.038 0.0000 0.0000 0.0000 None
2930 0.0000 0.9867 0.0000 0.9867 5.9479 14.052 0.0000 0.9867 0.0000 0.9867 5.9479 14.052 0.0000 0.0000 0.0000 None
L575 0.0000 0.7978 0.0000 0.7978 6.0864 13.914 0.0000 0.7978 0.0000 0.7978 6.0864 13.914 0.0000 0.0000 0.0000 None
2117 .000037 0.9617 .000037 0.9618 0.09604 9.9040 .000037 0.9617 .000037 0.9618 0.09604 9.9040 0.0000 0.0000 0.0000 None
1714B 0.0000 0.9080 0.0000 0.9080 10.949 19.051 0.0000 0.9080 0.0000 0.9080 10.949 19.051 0.0000 0.0000 0.0000 None
4514B 0.0000 0.8114 0.0000 0.8114 10.952 19.048 0.0000 0.8114 0.0000 0.8114 10.952 19.048 0.0000 0.0000 0.0000 None
14A13 0.0000 5.3605 0.0000 5.3605 12.216 16.778 0.0000 5.3605 0.0000 5.3605 12.216 16.778 0.0000 0.0000 0.0000 None
1312 0.0000 4.3891 0.0000 4.3891 16.897 24.242 0.0000 4.3891 0.0000 4.3891 16.897 24.242 0.0000 0.0000 0.0000 None
1211 0.0000 4.7750 0.0000 4.7750 13.426 26.242 0.0000 4.7750 0.0000 4.7750 13.426 26.242 0.0000 0.0000 0.0000 None
1103 0.0000 6.1247 0.0000 6.1247 30.068 35.762 0.0000 6.1247 0.0000 6.1247 30.068 35.762 0.0000 0.0000 0.0000 None
0912 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
0811 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
0201 0.0000 18.877 0.0000 18.877 29.974 34.918 0.0000 18.877 0.0000 18.877 29.974 34.918 0.0000 0.0000 0.0000 None
5248 0.07579 0.1673 0.07579 0.3188 0.09833 29.902 0.07579 0.1673 0.07579 0.3188 0.09833 29.902 0.0000 0.0000 0.0000 None
4845 .000363 1.6119 .000363 1.6126 0.08490 9.9151 .000363 1.6119 .000363 1.6126 0.08490 9.9151 0.0000 0.0000 0.0000 None
4250 0.3810 0.3138 0.3810 1.0758 0.09710 49.903 0.3810 0.3138 0.3810 1.0758 0.09710 49.903 0.0000 0.0000 0.0000 None
5338 0.5442 0.6033 0.5442 1.6918 0.09523 34.905 0.5442 0.6033 0.5442 1.6918 0.09523 34.905 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 0.0000 0.0000 10.000 10.000 0.0000 0.0000 0.0000 0.0000 10.000 10.000 0.0000 0.0000 0.0000 None
4746o 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 None
4645o 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 None
3836o 0.0000 4.0548 0.0000 4.0548 5.9120 14.088 0.0000 4.0548 0.0000 4.0548 5.9120 14.088 0.0000 0.0000 0.0000 None
3635o 0.0000 0.0000 0.0000 0.0000 19.600 19.600 0.0000 0.0000 0.0000 0.0000 19.600 19.600 0.0000 0.0000 0.0000 None
2217o 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
1918o 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 None
1817o 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 None
1009o 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 None
0706o 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 None
0604o 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 None
0403o 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
0302o 0.0000 0.0000 0.0000 0.0000 29.000 29.000 0.0000 0.0000 0.0000 0.0000 29.000 29.000 0.0000 0.0000 0.0000 None
14a14bo 0.0000 0.0000 0.0000 0.0000 28.000 28.000 0.0000 0.0000 0.0000 0.0000 28.000 28.000 0.0000 0.0000 0.0000 None
*==================================*
| Table E14b - Floodplain Mapping |
*==================================*
Conduit Upstream Downstream Channel Center <----- Left Offsets ------> <----- Right Offsets ------> <- Channel Widths->
Name WS Elev. WS Elev. Length Station Natural Encroach Bank Natural Encroach Bank Total Encroach.
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
5453 8.9148 7.0205 66.0000 17.5000 17.4015 17.4015 5.0000 17.4015 17.4015 5.0000 34.8030 34.8030
5047 5.7321 4.6239 47.0000 9.9000 9.8095 9.8095 9.8000 0.0095 0.0095 0.0000 9.8189 9.8189
5114b 4.8116 3.0088 50.0000 9.9000 9.8034 9.8034 9.8000 0.0034 0.0034 0.0000 9.8069 9.8069
4342 9.2143 7.3185 55.0000 20.0000 19.9013 19.9013 5.0000 19.9013 19.9013 5.0000 39.8025 39.8025
3736 7.0452 5.5644 50.0000 11.4000 7.8320 7.8320 7.9000 0.0320 0.0320 0.1000 7.8641 7.8641
3534 4.2189 4.1152 10.0000 9.9000 9.8016 9.8016 9.8000 0.0016 0.0016 0.0000 9.8033 9.8033
3422 4.1152 3.4034 40.0000 9.9000 9.8020 9.8020 9.8000 0.0020 0.0020 0.0000 9.8040 9.8040
3130 7.5141 5.7096 55.0000 19.9000 19.8024 19.8024 19.8000 0.0024 0.0024 0.0000 19.8048 19.8048
3036 5.6866 5.6981 18.0000 14.0000 8.0900 8.0900 8.1000 0.0900 0.0900 0.1000 8.1801 8.1801
2827 8.3549 6.7539 50.0000 11.4000 7.8389 7.8389 7.9000 0.0389 0.0389 0.1000 7.8778 7.8778
2726 6.5395 6.5395 10.0000 19.9000 19.8000 19.8000 19.8000 -19.8000 -19.8000 0.0000 0.0000 0.0000
2629 6.5395 6.4733 45.0000 14.0000 8.0385 8.0385 8.1000 0.0385 0.0385 0.1000 8.0770 8.0770
2930 6.4733 5.6925 48.0000 14.0000 8.0521 8.0521 8.1000 0.0521 0.0521 0.1000 8.1042 8.1042
L575 4.7892 3.4646 60.0000 10.0000 3.9136 3.9136 9.9000 3.9136 3.9136 9.9000 7.8273 7.8273
2117 3.0292 2.9671 10.0000 9.9000 9.8040 9.8040 9.8000 0.0040 0.0040 0.0000 9.8079 9.8079
1714B 2.8844 2.8989 28.0000 19.0000 8.0505 8.0505 8.1000 0.0505 0.0505 0.1000 8.1010 8.1010
4514B 3.5681 2.9174 24.0000 19.0000 8.0484 8.0484 8.1000 0.0484 0.0484 0.1000 8.0969 8.0969
14A13 2.3042 2.3842 10.0000 13.6000 1.3840 1.3840 1.6000 3.1784 3.1784 6.4000 4.5624 4.5624
1312 2.3042 2.1547 14.0000 19.0000 2.1025 2.1025 3.1000 5.2424 5.2424 6.6000 7.3449 7.3449
1211 2.1547 1.8212 37.0000 16.9000 3.4745 3.4745 5.5000 9.3420 9.3420 13.6000 12.8165 12.8165
1103 1.8212 1.5675 35.0000 33.1000 3.0323 3.0323 3.8000 2.6619 2.6619 3.9000 5.6942 5.6942
0912 2.6739 2.1547 55.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0811 1.8212 1.8212 55.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0201 1.5419 1.4214 10.0000 33.1000 3.1259 3.1259 3.8000 1.8178 1.8178 2.0000 4.9437 4.9437
5248 7.0205 4.8157 58.0000 15.0000 14.9017 14.9017 5.0000 14.9017 14.9017 5.0000 29.8033 29.8033
4845 4.6266 3.5681 60.0000 9.9000 9.8151 9.8151 9.8000 0.0151 0.0151 0.0000 9.8302 9.8302
4250 7.3185 5.7321 58.0000 25.0000 24.9029 24.9029 5.0000 24.9029 24.9029 5.0000 49.8058 49.8058
5338 8.5158 6.0571 78.0000 17.5000 17.4048 17.4048 5.0000 17.4048 17.4048 5.0000 34.8095 34.8095
3851 6.0571 4.8116 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 3.8867 3.8867 25.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
4645o 3.8867 3.5681 33.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
3836o 6.0571 5.6981 40.0000 14.0000 8.0880 8.0880 8.1000 0.0880 0.0880 0.1000 8.1760 8.1760
3635o 4.2193 4.2193 20.0000 19.6000 0.0000 0.0000 5.2000 0.0000 0.0000 6.5000 0.0000 0.0000
2217o 2.2199 2.2199 35.0000 11.0000 0.0000 0.0000 0.1000 0.0000 0.0000 4.0000 0.0000 0.0000
2019o 4.7483 4.7483 30.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
1918o 2.4478 2.4478 110.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
1817o 2.2199 2.2199 22.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
1009o 2.6739 2.6739 50.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0706o 3.7858 3.7858 30.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0604o 2.1545 2.1545 57.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0504o 2.1545 2.1545 63.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0403o 1.5675 1.5675 20.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0302o 1.5419 1.5419 10.0000 37.0000 8.0000 8.0000 8.0000 -8.0000 -8.0000 0.0000 0.0000 0.0000
14a14bo 2.3842 2.3842 10.0000 28.0000 0.0000 0.0000 8.0000 0.0000 0.0000 8.0000 0.0000 0.0000
*=========================================================*
| Table E15 - SPREADSHEET INFO LIST |
| Conduit Flow and Junction Depth Information for use in |
| spreadsheets. The maximum values in this table are the |
| true maximum values because they sample every time step.|
| The values in the review results may only be the |
| maximum of a subset of all the time steps in the run. |
| Note: These flows are only the flows in a single barrel.|
*=========================================================*
Conduit Maximum Total Maximum Maximum ## Junction Invert Maximum
Name Flow Flow Velocity Volume ## Name Elevation Elevation
(cms) (m^3) (m/s) (m^3) ## (m) (m)
--------------- ---------- ---------- ---------- ---------- ## ---------------- --------- ---------
5453 0.0358 102.7409 0.3892 0.2247 ## N54 8.9000 8.9148
5047 0.1132 389.9290 0.4064 0.2789 ## N53 8.5000 8.5158
5114b 0.0260 68.1498 0.2564 0.0243 ## N52 7.0000 7.0205
4342 0.0340 100.9381 0.4670 0.1642 ## N38 5.0000 6.0571
3736 0.0461 110.5690 0.6761 0.1019 ## N51 3.8000 4.8116
3534 0.0173 35.1501 0.1429 0.1942 ## N48 3.6000 4.6266
3422 0.0133 35.2789 0.1364 0.0165 ## N50 4.7000 5.7321
3130 0.0652 165.6691 0.2723 0.0685 ## N47 3.6000 4.2813
3024 0.3552 1124.3963 2.5758 1.5172 ## N46 3.0000 3.8867
3036 -0.0874 -379.9682 -0.1619 9.3519 ## N45 2.5000 3.5681
2827 0.0804 190.3766 0.8002 0.1690 ## N43 9.2000 9.2143
2726 0.0000 0.0000 0.0000 0.5201 ## N42 7.3000 7.3185
2629 0.0054 26.8635 0.0729 3.2306 ## N37 7.0000 7.0452
2930 0.1272 345.1297 0.6936 0.8179 ## N36 4.4700 5.6981
2725 0.2184 527.9261 2.1065 1.9523 ## N35 3.2000 4.2193
2524 0.2160 529.2614 2.4538 0.9870 ## N34 4.1000 4.1152
2422 0.5621 1655.5103 2.0317 10.8823 ## N31 7.5000 7.5141
L575 0.1179 299.4607 0.3790 0.8846 ## N30 4.2000 5.0891
2117 0.0740 165.1766 0.3180 0.7647 ## N29 6.4000 6.4733
1714B -0.0185 -8.5087 -0.1067 4.6307 ## N28 8.3000 8.3549
1716 1.2340 3529.9982 2.0283 19.9954 ## N27 5.3500 6.3070
1615 0.8935 3321.0637 1.9777 12.4758 ## N26 6.5000 6.5395
1614A 0.3416 213.1989 0.7489 4.5284 ## N25 4.8700 5.1724
4514B 0.1352 159.4566 0.8529 0.3939 ## N24 2.5900 3.1425
4515 0.1761 881.7640 2.4642 1.5589 ## N23 4.7000 4.7892
1502 1.0618 4209.2306 2.3692 39.0119 ## N22 1.8600 2.6295
14A13 -0.4584 -432.4999 -0.3106 13.3756 ## N21 2.0000 3.0292
1312 0.4575 435.9060 0.3225 21.9632 ## N20 6.0000 6.2036
1211 0.4561 445.0913 0.2392 72.4112 ## N19 4.5000 4.7483
1103 0.5231 836.3429 0.3045 60.1665 ## N18 1.9000 2.4478
0912 0.0000 0.0000 0.0000 2.8797 ## N17 1.7500 2.2199
0908 0.0714 172.4642 0.9861 2.5934 ## N16 1.3400 2.4729
0811 0.0000 0.0000 0.0000 0.0000 ## N15 1.2100 2.0877
0804 0.1348 335.0454 0.9594 7.2168 ## N14B 1.8000 2.8989
0201 2.0734 6700.3393 1.2699 16.3262 ## N14A 1.6000 2.3842
5248 0.0605 210.6517 0.2737 0.1196 ## N13 1.8600 2.3042
4845 0.0897 301.8694 0.3209 1.6701 ## N12 1.6800 2.1547
4250 0.0780 240.1714 0.1996 0.9080 ## N11 1.3400 1.8212
5338 0.0382 115.8881 0.4333 1.4915 ## N10 3.6000 3.7571
3851 0.0000 0.0000 0.0000 0.0113 ## N9 2.5000 2.6739
4746o 0.0000 0.0000 0.0000 0.0000 ## N8 2.0000 2.3412
4746u 0.0815 568.6967 1.3987 2.3994 ## N7 4.0000 4.1892
4645o 0.0000 0.0000 0.0000 0.2415 ## N6 3.5000 3.7858
4645u 0.0815 569.1201 1.1371 3.0922 ## N5 3.3000 3.4415
3836o 0.0574 255.7098 0.1121 7.2238 ## N4 1.7000 2.1545
3635o 0.0000 0.0000 0.0000 0.0000 ## N3 1.1000 1.5675
2217o 0.0000 0.0000 0.0000 0.0000 ## N2 1.0500 1.5419
2217u 0.7312 2095.0669 1.9409 12.8269 ## N1 0.9300 1.4214
2019o 0.0000 0.0000 0.0000 0.0000 ##
2019u 0.1774 525.6737 2.2504 0.3955 ##
1918o 0.0000 0.0000 0.0000 0.0000 ##
1918u 0.3383 939.3690 1.8660 4.2672 ##
1817o 0.0000 0.0000 0.0000 0.0000 ##
1817u 0.4248 1195.4583 1.6754 5.5752 ##
1009o 0.0000 0.0000 0.0000 0.0000 ##
1009u 0.0727 171.9272 1.5661 0.3676 ##
0706o 0.0000 0.0000 0.0000 0.0000 ##
0706u 0.0639 155.7275 1.1504 0.9888 ##
0604o 0.0000 0.0000 0.0000 0.0000 ##
0604u 0.2470 652.6807 2.4498 1.4959 ##
0504o 0.0000 0.0000 0.0000 0.0000 ##
0504u 0.0697 165.9157 1.3950 1.0266 ##
0403o 0.0000 0.0000 0.0000 0.0000 ##
0403u 0.5765 1484.4846 2.1073 4.1204 ##
0302o 0.0000 0.0000 0.0000 0.0000 ##
0302u 0.3301 2327.6443 0.4599 21.5839 ##
14a14bo 0.0000 0.0000 0.0000 0.0000 ##
14a14bu 0.1400 218.4515 1.9577 0.7141 ##
FREE # 1 2.0734 6701.4774 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 0.0358 102.7409
N50 N47 0.1132 389.9290
N51 N14B 0.0260 68.1498
N43 N42 0.0340 100.9381
N37 N30 0.0461 110.5690
N35 N34 0.0173 35.1501
N34 N22 0.0133 35.2789
N31 N30 0.0652 165.6691
N30 N24 0.3552 1124.3963
N30 N36 -0.0874 -379.9682
N28 N27 0.0804 190.3766
N26 N29 0.0054 26.8635
N29 N30 0.1272 345.1297
N27 N25 0.2184 527.9261
N25 N24 0.2160 529.2614
N24 N22 0.5621 1655.5103
N23 N22 0.1179 299.4607
N21 N17 0.0740 165.1766
N17 N14B -0.0185 -8.5087
N17 N16 1.2340 3529.9982
N16 N15 0.8935 3321.0637
N16 N14A 0.3416 213.1989
N45 N14B 0.1352 159.4566
N45 N15 0.1761 881.7640
N15 N2 1.0618 4209.2306
N13 N14A 0.4584 432.4999
N13 N12 0.4575 435.9060
N12 N11 0.4561 445.0913
N11 N3 0.5231 836.3429
N9 N8 0.0714 172.4642
N8 N4 0.1348 335.0454
N2 N1 2.0734 6700.3393
N52 N48 0.0605 210.6517
N48 N45 0.0897 301.8694
N42 N50 0.0780 240.1714
N53 N38 0.0382 115.8881
N47 N46 0.1630 568.6967
N46 N45 0.1630 569.1201
N38 N36 0.0574 255.7098
N22 N17 0.7312 2095.0669
N20 N19 0.1774 525.6737
N19 N18 0.3383 939.3690
N18 N17 0.4248 1195.4583
N10 N9 0.0727 171.9272
N7 N6 0.0639 155.7275
N6 N4 0.2470 652.6807
N5 N4 0.0697 The text continues on section 5.