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e1y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:25.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 8 line(s) and found 5 items(s) from your cfg file.
Input File : C:\XPS\eagill\existing.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\Eagle\Flows.int
Input File to Layer # 2 C:\XPS\Eagle\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
$minlen=10.0 10.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 70
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 69
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 69
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 649
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 44
Number of Storage junctions in Extran (NVSE)........ 0
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 0
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 70
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 70
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
EAGLE DRIVE TEWANTIN
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 9.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 18
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 47.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 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 2028 540 N54#2 1936 540 N52#1 2776 540
N52#2 3996 1080 N48#1 2776 540 N48#2 1952 540
N43#1 1984 540 N43#2 1972 540 N42#1 2784 540
N42#2 1928 540 N50#1 2784 540 N50#2 1948 540
N47#1 2032 540 N47#2 3836 1080 N45#1 2036 540
N45#2 3884 1080 N53#1 1620 540 N53#2 1972 540
N38#1 1996 540 N38#2 1924 540 N37#1 2000 540
N37#2 4008 1080 N31#1 2000 540 N31#2 4008 1080
N28#1 2000 540 N28#2 4012 1080 N27#1 1988 540
N27#2 3880 1080 N35#1 2024 540 N35#2 2020 540
N23#1 1992 540 N23#2 4028 1080 N22#1 1988 540
N22#2 1980 540 N21#1 1984 540 N21#2 3996 1080
N20#1 1840 540 N20#2 1620 540 N19#1 2008 540
N19#2 3796 1080 N18#1 1980 540 N18#2 3832 1080
N17#1 2012 540 N17#2 3964 1080 N10#1 1996 540
N10#2 1924 540 N8#1 1992 540 N8#2 1900 540
N7#1 1992 540 N7#2 1900 540 N6#1 1944 540
N6#2 1736 540 N5#1 1996 540 N5#2 1916 540
N4#1 1992 540 N4#2 1896 540 N11#1 1740 540
N11#2 3844 1080 N2#1 1984 540 N2#2 3848 1080
N26#1 1984 540 N26#2 1808 540 N29#1 2008 540
N29#2 3932 1080 N30#1 2012 540 N30#2 4024 1080
N36#1 2000 540 N36#2 4008 1080 N51#1 2776 540
N51#2 1980 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 47.0000 mm
Total rainfall read for gage # 1 is 90.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 6.305990E+03 47.000
Total Infiltration 2.272589E+02 1.694
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 6.077423E+03 45.296
Total Water remaining in Surface Storage 3.873965E+00 0.029
Infiltration over the Pervious Area... 2.272589E+02 2.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 6.308556E+03 47.019
Total Precipitation + Initial Storage. 6.305990E+03 47.000
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0407
****************************************************
* 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.............. 6.077423E+03 45.296
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.................. 6.075843E+03 45.285
Initial Storage + Inflow.................... 6.077423E+03 45.296
Final Storage + Outflow + Diverted GW....... 6.075843E+03 45.285
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0260
##################################################
# 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).... 47.00000 47.00000 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 94.18800 94.18800 94.18800 94.18800 94.18800 94.18800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.02287 0.00000 44.02797 0.00000 44.02862
Total Losses (mm)...... 0.00000 2.95326 0.00000 2.95204 0.00000 2.95186
Remaining Depth (mm)... 0.00000 0.02388 0.00000 0.01999 0.00000 0.01952
Peak Runoff Rate (cms). 0.00000 0.04456 0.00000 0.04366 0.00000 0.04187
Total Impervious Area
---------------------
Total Runoff Depth (mm) 47.05229 0.00000 47.00729 47.08572 47.00796 0.00000
Peak Runoff Rate (cms). 0.00026 0.00000 0.00026 0.00527 0.00026 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 47.05229 0.00000 47.00729 47.08572 47.00796 0.00000
Peak Runoff Rate (cms). 0.00026 0.00001 0.00026 0.00527 0.00026 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) 47.05229 44.02287 47.00729 44.30317 47.00796 44.02862
Peak Runoff Rate (cms). 0.00026 0.04456 0.00026 0.04893 0.00026 0.04187
Unit Runoff (mm/hr).... 94.28893 76.29133 94.97269 79.29485 94.97269 77.93698
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).... 47.00000 47.00000 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 94.18800 94.18800 94.18800 94.18800 94.18800 94.18800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.03191 0.00000 44.02019 0.00000 44.02690
Total Losses (mm)...... 0.00000 2.95091 0.00000 2.95381 0.00000 2.95231
Remaining Depth (mm)... 0.00000 0.01718 0.00000 0.02601 0.00000 0.02078
Peak Runoff Rate (cms). 0.00000 0.04524 0.00000 0.06017 0.00000 0.06463
Total Impervious Area
---------------------
Total Runoff Depth (mm) 47.00275 0.00000 47.00409 0.00000 47.00263 0.00000
Peak Runoff Rate (cms). 0.00023 0.00000 0.00026 0.00000 0.00026 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 47.00275 0.00000 47.00409 0.00000 47.00263 0.00000
Peak Runoff Rate (cms). 0.00023 0.00001 0.00026 0.00001 0.00026 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) 47.00275 44.03191 47.00409 44.02019 47.00263 44.02690
Peak Runoff Rate (cms). 0.00023 0.04524 0.00026 0.06017 0.00026 0.06463
Unit Runoff (mm/hr).... 82.16769 78.95002 94.97269 75.57625 94.97269 77.42941
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).... 47.00000 47.00000 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 94.18800 94.18800 94.18800 94.18800 94.18800 94.18800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 43.99409 0.00000 44.00166 0.00000 44.03101
Total Losses (mm)...... 0.00000 2.95719 0.00000 2.95647 0.00000 2.95119
Remaining Depth (mm)... 0.00000 0.04872 0.00000 0.04187 0.00000 0.01781
Peak Runoff Rate (cms). 0.00000 0.05214 0.00000 0.04902 0.00000 0.05049
Total Impervious Area
---------------------
Total Runoff Depth (mm) 47.06059 47.04571 47.06390 47.04873 46.82575 0.00000
Peak Runoff Rate (cms). 0.00939 0.01534 0.00862 0.01417 0.00016 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 47.06059 47.04571 47.06390 47.04873 46.82575 0.00000
Peak Runoff Rate (cms). 0.00939 0.01534 0.00862 0.01417 0.00016 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) 47.06059 44.54338 47.06390 44.55014 46.82575 44.03101
Peak Runoff Rate (cms). 0.00939 0.06748 0.00862 0.06319 0.00016 0.05049
Unit Runoff (mm/hr).... 94.68281 74.22788 94.77511 75.45330 57.86402 78.66650
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).... 47.00000 47.00000 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 94.18800 94.18800 94.18800 94.18800 94.18800 94.18800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.01878 0.00000 44.03541 0.00000 44.03697
Total Losses (mm)...... 0.00000 2.95407 0.00000 2.94974 0.00000 2.94917
Remaining Depth (mm)... 0.00000 0.02714 0.00000 0.01484 0.00000 0.01386
Peak Runoff Rate (cms). 0.00000 0.05180 0.00000 0.02008 0.00000 0.03062
Total Impervious Area
---------------------
Total Runoff Depth (mm) 47.01532 0.00000 47.01812 47.04993 47.01810 47.05130
Peak Runoff Rate (cms). 0.01024 0.00000 0.02168 0.01011 0.03179 0.01534
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 47.01532 0.00000 47.01812 47.04993 47.01810 47.05130
Peak Runoff Rate (cms). 0.01024 0.00029 0.02168 0.01011 0.03179 0.01534
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) 47.01532 44.01878 47.01812 44.93977 47.01810 44.94127
Peak Runoff Rate (cms). 0.01024 0.05180 0.02168 0.03019 0.03179 0.04596
Unit Runoff (mm/hr).... 86.47505 75.21478 87.43514 84.29441 87.42831 84.68943
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).... 47.00000 47.00000 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 94.18800 94.18800 94.18800 94.18800 94.18800 94.18800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.03493 0.00000 44.00481 0.00000 44.07838
Total Losses (mm)...... 0.00000 2.94991 0.00000 2.95612 0.00000 2.92005
Remaining Depth (mm)... 0.00000 0.01515 0.00000 0.03907 0.00000 0.00157
Peak Runoff Rate (cms). 0.00000 0.03749 0.00000 0.05996 0.00000 0.00530
Total Impervious Area
---------------------
Total Runoff Depth (mm) 47.01834 47.05700 47.00695 47.02536 47.04437 0.00000
Peak Runoff Rate (cms). 0.03664 0.01478 0.04811 0.04024 0.01289 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 47.01834 47.05700 47.00695 47.02536 47.04437 0.00000
Peak Runoff Rate (cms). 0.03664 0.01478 0.04811 0.04024 0.01289 0.00037
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) 47.01834 44.79045 47.00695 45.06200 47.04437 44.07838
Peak Runoff Rate (cms). 0.03664 0.05227 0.04811 0.10020 0.01289 0.00530
Unit Runoff (mm/hr).... 87.51051 83.58018 83.56583 78.21848 93.58424 91.69031
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).... 47.00000 47.00000 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 94.18800 94.18800 94.18800 94.18800 94.18800 94.18800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.05714 0.00000 44.03362 0.00000 44.04220
Total Losses (mm)...... 0.00000 2.93797 0.00000 2.95036 0.00000 2.94695
Remaining Depth (mm)... 0.00000 0.00489 0.00000 0.01602 0.00000 0.01085
Peak Runoff Rate (cms). 0.00000 0.06408 0.00000 0.04665 0.00000 0.03371
Total Impervious Area
---------------------
Total Runoff Depth (mm) 47.01088 47.04148 47.00747 0.00000 47.00275 47.02685
Peak Runoff Rate (cms). 0.00023 0.08347 0.00023 0.00000 0.00023 0.04508
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 47.01088 47.04148 47.00747 0.00000 47.00275 47.02685
Peak Runoff Rate (cms). 0.00023 0.08347 0.00023 0.00001 0.00023 0.04508
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) 47.01088 45.69852 47.00747 44.03362 47.00275 45.68376
Peak Runoff Rate (cms). 0.00023 0.14755 0.00023 0.04665 0.00023 0.07880
Unit Runoff (mm/hr).... 84.92164 90.62755 83.74513 79.49680 82.16769 86.67786
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).... 47.00000 47.00000 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 94.18800 94.18800 94.18800 94.18800 94.18800 94.18800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 43.87778 0.00000 43.98368 0.00000 43.98473
Total Losses (mm)...... 0.00000 2.96127 0.00000 2.95797 0.00000 2.95790
Remaining Depth (mm)... 0.00000 0.16095 0.00000 0.05835 0.00000 0.05737
Peak Runoff Rate (cms). 0.00000 0.04877 0.00000 0.08630 0.00000 0.07286
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.96054 0.00000 47.02562 47.01799 46.99852 47.06264
Peak Runoff Rate (cms). 0.14476 0.00000 0.03068 0.05957 0.02004 0.01122
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.96054 0.00000 47.02562 47.01799 46.99852 47.06264
Peak Runoff Rate (cms). 0.14476 0.00410 0.03068 0.05957 0.02004 0.01122
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) 46.96054 43.87778 47.02562 45.04569 46.99852 44.29252
Peak Runoff Rate (cms). 0.14476 0.04877 0.03068 0.14587 0.02004 0.08408
Unit Runoff (mm/hr).... 72.08120 56.55682 89.81594 74.89734 80.83059 70.98053
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).... 47.00000 47.00000 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 94.18800 94.18800 94.18800 94.18800 94.18800 94.18800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.01788 0.00000 44.01818 0.00000 44.00982
Total Losses (mm)...... 0.00000 2.95424 0.00000 2.95418 0.00000 2.95549
Remaining Depth (mm)... 0.00000 0.02788 0.00000 0.02763 0.00000 0.03469
Peak Runoff Rate (cms). 0.00000 0.02045 0.00000 0.02275 0.00000 0.02013
Total Impervious Area
---------------------
Total Runoff Depth (mm) 47.02803 47.07724 47.01534 0.00000 47.01170 0.00000
Peak Runoff Rate (cms). 0.00673 0.00288 0.05480 0.00000 0.05164 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 47.02803 47.07724 47.01534 0.00000 47.01170 0.00000
Peak Runoff Rate (cms). 0.00673 0.00288 0.05480 0.00155 0.05164 0.00146
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) 47.02803 44.32381 47.01534 44.01818 47.01170 44.00982
Peak Runoff Rate (cms). 0.00673 0.02333 0.05480 0.02275 0.05164 0.02013
Unit Runoff (mm/hr).... 90.48952 76.98145 86.48196 75.06296 85.21099 73.08365
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).... 47.00000 47.00000 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 94.18800 94.18800 94.18800 94.18800 94.18800 94.18800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.01075 0.00000 43.96084 0.00000 44.01555
Total Losses (mm)...... 0.00000 2.95536 0.00000 2.95919 0.00000 2.95463
Remaining Depth (mm)... 0.00000 0.03389 0.00000 0.07998 0.00000 0.02981
Peak Runoff Rate (cms). 0.00000 0.01979 0.00000 0.05269 0.00000 0.02111
Total Impervious Area
---------------------
Total Runoff Depth (mm) 47.01061 0.00000 46.98848 0.00000 47.01364 0.00000
Peak Runoff Rate (cms). 0.04907 0.00000 0.14762 0.00000 0.05324 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 47.01061 0.00000 46.98848 0.00000 47.01364 0.00000
Peak Runoff Rate (cms). 0.04907 0.00139 0.14762 0.00418 0.05324 0.00151
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) 47.01061 44.01075 46.98848 43.96084 47.01364 44.01555
Peak Runoff Rate (cms). 0.04907 0.01979 0.14762 0.05269 0.05324 0.02111
Unit Runoff (mm/hr).... 84.82920 73.29189 77.99983 64.83126 85.88924 74.41190
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).... 47.00000 47.00000 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 94.18800 94.18800 94.18800 94.18800 94.18800 94.18800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.00947 0.00000 43.98887 0.00000 43.99394
Total Losses (mm)...... 0.00000 2.95554 0.00000 2.95761 0.00000 2.95720
Remaining Depth (mm)... 0.00000 0.03499 0.00000 0.05352 0.00000 0.04886
Peak Runoff Rate (cms). 0.00000 0.03902 0.00000 0.14031 0.00000 0.05721
Total Impervious Area
---------------------
Total Runoff Depth (mm) 47.01031 0.00000 46.92683 47.07145 47.00275 47.06599
Peak Runoff Rate (cms). 0.10596 0.00000 0.00018 0.01677 0.00023 0.00862
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 47.01031 0.00000 46.92683 47.07145 47.00275 47.06599
Peak Runoff Rate (cms). 0.10596 0.00300 0.00018 0.01677 0.00023 0.00862
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) 47.01031 44.00947 46.92683 44.23548 47.00275 44.30115
Peak Runoff Rate (cms). 0.10596 0.03902 0.00018 0.15709 0.00023 0.06583
Unit Runoff (mm/hr).... 84.72495 73.00700 67.02708 71.10125 82.16769 72.40941
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).... 47.00000 47.00000 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 94.18800 94.18800 94.18800 94.18800 94.18800 94.18800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 43.99234 0.00000 44.01663 0.00000 44.04367
Total Losses (mm)...... 0.00000 2.95733 0.00000 2.95446 0.00000 2.94625
Remaining Depth (mm)... 0.00000 0.05033 0.00000 0.02892 0.00000 0.01008
Peak Runoff Rate (cms). 0.00000 0.00671 0.00000 0.05966 0.00000 0.02485
Total Impervious Area
---------------------
Total Runoff Depth (mm) 47.00289 0.00000 47.02396 47.02299 47.02765 47.06226
Peak Runoff Rate (cms). 0.00521 0.00000 0.03248 0.05150 0.02291 0.01050
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 47.00289 0.00000 47.02396 47.02299 47.02765 47.06226
Peak Runoff Rate (cms). 0.00521 0.00015 0.03248 0.05150 0.02291 0.01050
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) 47.00289 43.99234 47.02396 45.27930 47.02765 44.85869
Peak Runoff Rate (cms). 0.00521 0.00671 0.03248 0.11116 0.02291 0.03535
Unit Runoff (mm/hr).... 82.21329 69.63343 89.32442 80.70119 90.38665 86.11864
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).... 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 94.18800 94.18800 94.18800 94.18800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.03374 0.00000 44.03653
Total Losses (mm)...... 0.00000 2.95032 0.00000 2.94934
Remaining Depth (mm)... 0.00000 0.01594 0.00000 0.01414
Peak Runoff Rate (cms). 0.00000 0.02719 0.00000 0.03169
Total Impervious Area
---------------------
Total Runoff Depth (mm) 47.01886 47.05285 47.01039 0.00000
Peak Runoff Rate (cms). 0.02536 0.01193 0.00026 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 47.01886 47.05285 47.01039 0.00000
Peak Runoff Rate (cms). 0.02536 0.01193 0.00026 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) 47.01886 44.84890 47.01039 44.03653
Peak Runoff Rate (cms). 0.02536 0.03912 0.00026 0.03169
Unit Runoff (mm/hr).... 87.68648 83.52786 94.97270 80.45501
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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# # # # |
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# ##### ##### |
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0.000 #=========|=========|=========|=========|=========|=========|=========|====#====|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE TEWANTIN
EXISTING CASE - 1 YEAR -
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 66.0 meters. Maximum Elevation : 8.59 meters.
Main Channel Length : 66.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 66.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 55.0 meters. Maximum Elevation : 8.19 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 7.62 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 15.0 Max Topwidth : 39.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 4.02E+01 m
" " : 0.045 Beyond Station 25.0 Max left bank area : 2.83 m^2
Max right bank area : 2.83 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.90 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 5248
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 5.72 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 10.0 Max Topwidth : 29.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.02E+01 m
" " : 0.045 Beyond Station 20.0 Max left bank area : 1.88 m^2
Max right bank area : 1.88 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4845
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4250
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 9.52 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 20.0 Max Topwidth : 49.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 5.02E+01 m
" " : 0.045 Beyond Station 30.0 Max left bank area : 3.78 m^2
Max right bank area : 3.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5338
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 78.0 meters. Maximum Elevation : 7.69 meters.
Main Channel Length : 78.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 78.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3851
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 42.0 meters. Maximum Elevation : 5.69 meters.
Main Channel Length : 42.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 42.0 meters. Maximum Section Area : 3.82 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 5.0 Max Topwidth : 19.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.02E+01 m
" " : 0.045 Beyond Station 15.0 Max left bank area : 0.93 m^2
Max right bank area : 0.93 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 20.0 meters. Maximum Elevation : 6.17 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 14.87 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.86 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 5.01 m^2
Max right bank area : 5.55 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.30 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14a14bo
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 66.0000 Natural 6.6692 0.0450 34.8760 0.2000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 4342 55.0000 Natural 7.6192 0.0450 39.8760 0.2000
5 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
6 3534 10.0000 Natural 3.9400 0.0350 9.9000 0.4000
7 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
8 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
9 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
10 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
11 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
12 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
13 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
14 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
15 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
16 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
17 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
18 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
19 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
20 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
21 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
22 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
23 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
24 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
25 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
26 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
27 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
28 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
29 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
30 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
31 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
32 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
33 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
34 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
35 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
36 5248 58.0000 Natural 5.7192 0.0450 29.8760 0.2000
37 4845 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
38 4250 58.0000 Natural 9.5192 0.0450 49.8760 0.2000
39 5338 78.0000 Natural 6.6692 0.0450 34.8760 0.2000
40 3851 42.0000 Natural 3.8192 0.0450 19.8760 0.2000
41 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
42 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
43 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
44 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
45 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
46 3635o 20.0000 Natural 14.8725 0.0350 41.8623 0.4000
47 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
48 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
49 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
50 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
51 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
52 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
53 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
54 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
55 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
56 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
57 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
58 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
59 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
60 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
61 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
62 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
63 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
64 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
65 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
66 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
67 14a14bo 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
68 14a14bu 10.0000 Circular 0.0707 0.0130 0.3000 0.3000
Total length of all conduits .... 2717.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5453 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4342 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5248 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4250 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5338 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14a14bu 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.10
5047 0.15
5114b 0.14
4342 0.12
3736 0.17
3534 0.99
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5248 0.12
4845 0.12
4250 0.12
5338 0.09
3851 0.16
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
3836o 0.19
3635o 0.47
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14a14bo 0.98
14a14bu 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.2518E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.1000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.7000 8.5000 0.0000 0.0000 100.0000
3 N52 10.0000 7.2000 7.0000 0.0000 0.0000 100.0000
4 N38 10.0000 6.4000 5.0000 0.0000 0.0000 100.0000
5 N51 10.0000 5.0000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
7 N50 10.0000 5.9000 4.7000 0.0000 0.0000 100.0000
8 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
9 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
10 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
11 N43 10.0000 9.4000 9.2000 0.0000 0.0000 100.0000
12 N42 10.0000 7.5000 7.3000 0.0000 0.0000 100.0000
13 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
14 N36 10.0000 6.1700 4.4700 0.0000 0.0000 100.0000
15 N35 10.0000 5.6000 3.2000 0.0000 0.0000 100.0000
16 N34 10.0000 4.5000 4.1000 0.0000 0.0000 100.0000
17 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
18 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
19 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
20 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
21 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
22 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
23 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
24 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
25 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
26 N22 10.0000 3.9000 1.8600 0.0000 0.0000 100.0000
27 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
28 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
29 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
30 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
31 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
32 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
33 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
34 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
35 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
36 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
37 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
38 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
39 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
40 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
41 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
42 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
43 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
44 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
45 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
46 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
47 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
48 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160933.7350 21464.0650 No Ponding Normal 0 0.0000
2 N53 -161132.8250 14803.0350 No Ponding Normal 0 0.0000
3 N52 -168049.5300 21557.1050 No Ponding Normal 0 0.0000
4 N38 -171342.0350 13776.1850 No Ponding Normal 0 0.0000
5 N51 -183391.7200 13671.2150 No Ponding Normal 0 0.0000
6 N48 -176025.4150 19815.8450 No Ponding Normal 0 0.0000
7 N50 -177291.3350 28776.7250 No Ponding Normal 0 0.0000
8 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
9 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
10 N45 -183781.4150 18191.7850 No Ponding Normal 0 0.0000
11 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
12 N42 -168854.7100 30176.4750 No Ponding Normal 0 0.0000
13 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
14 N36 -171002.6100 8477.4020 No Ponding Normal 0 0.0000
15 N35 -176413.7050 7885.9300 No Ponding Normal 0 0.0000
16 N34 -180869.7350 7741.9235 No Ponding Normal 0 0.0000
17 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
18 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
19 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
20 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
21 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
22 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
23 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
24 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
25 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
26 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
27 N21 -185150.2150 10420.6175 No Ponding Normal 0 0.0000
28 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
29 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
30 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
31 N17 -189367.5450 11390.8700 No Ponding Normal 0 0.0000
32 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
33 N15 -194635.3350 18302.1200 No Ponding Normal 0 0.0000
34 N14B -191784.3100 13315.6200 No Ponding Normal 0 0.0000
35 N14A -195516.3200 13900.7250 No Ponding Normal 0 0.0000
36 N13 -199544.1450 14155.5750 No Ponding Normal 0 0.0000
37 N12 -202640.9100 14379.8100 No Ponding Normal 0 0.0000
38 N11 -207024.4300 14873.4250 No Ponding Normal 0 0.0000
39 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
40 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
41 N8 -207636.5450 6126.5595 No Ponding Normal 0 0.0000
42 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
43 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
44 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
45 N4 -211049.3300 11314.7800 No Ponding Normal 0 0.0000
46 N3 -210711.3350 16862.2550 No Ponding Normal 0 0.0000
47 N2 -213577.0250 20559.9200 No Ponding Normal 0 0.0000
48 N1 -214633.7250 25034.5200 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N52 8.9000 7.0000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 5114b N51 N14B 4.8000 3.0000 No Design
4 4342 N43 N42 9.2000 7.3000 No Design
5 3736 N37 N30 7.0000 5.5200 No Design
6 3534 N35 N34 4.2000 4.1000 No Design
7 3422 N34 N22 4.1000 3.4000 No Design
8 3130 N31 N30 7.5000 5.7000 No Design
9 3024 N30 N24 4.2000 2.8600 No Design
10 3036 N30 N36 5.6200 5.5200 No Design
11 2827 N28 N27 8.3000 6.7000 No Design
12 2726 N27 N26 6.7000 6.5000 No Design
13 2629 N26 N29 6.5000 6.4000 No Design
14 2930 N29 N30 6.4000 5.6200 No Design
15 2725 N27 N25 5.3500 4.8700 No Design
16 2524 N25 N24 4.8700 2.8600 No Design
17 2422 N24 N22 2.5900 1.8600 No Design
18 L575 N23 N22 4.7000 3.4000 No Design
19 2117 N21 N17 3.0000 2.9500 No Design
20 1714B N17 N14B 2.8500 2.8000 No Design
21 1716 N17 N16 1.7500 1.3500 No Design
22 1615 N16 N15 1.3400 1.2100 No Design
23 1614A N16 N14A 1.6500 1.6000 No Design
24 4514B N45 N14B 3.5000 2.8500 No Design
25 4515 N45 N15 2.5000 1.2100 No Design
26 1502 N15 N2 1.2100 1.0500 No Design
27 14A13 N13 N14A 1.8600 1.6000 No Design
28 1312 N13 N12 1.8600 1.6800 No Design
29 1211 N12 N11 1.6800 1.3400 No Design
30 1103 N11 N3 1.3400 1.1000 No Design
31 0912 N9 N12 3.5000 2.0000 No Design
32 0908 N9 N8 2.5000 2.0000 No Design
33 0811 N8 N11 3.0000 2.0000 No Design
34 0804 N8 N4 2.0000 1.7000 No Design
35 0201 N2 N1 1.0500 0.9300 No Design
36 5248 N52 N48 7.0000 4.8000 No Design
37 4845 N48 N45 4.6000 3.5000 No Design
38 4250 N42 N50 7.3000 5.7000 No Design
39 5338 N53 N38 8.5000 6.0000 No Design
40 3851 N38 N51 6.1500 4.8000 No Design
41 4746o N47 N46 4.6000 4.0000 No Design
42 4746u N47 N46 3.6000 3.0000 No Design
43 4645o N46 N45 4.0000 3.5000 No Design
44 4645u N46 N45 3.0000 2.5000 No Design
45 3836o N38 N36 6.0000 5.5200 No Design
46 3635o N36 N35 5.7700 5.2000 No Design
47 2217o N22 N17 3.4000 2.9500 No Design
48 2217u N22 N17 1.8600 1.7500 No Design
49 2019o N20 N19 7.0000 6.0000 No Design
50 2019u N20 N19 6.0000 4.5000 No Design
51 1918o N19 N18 6.0000 3.0000 No Design
52 1918u N19 N18 4.5000 1.9000 No Design
53 1817o N18 N17 3.0000 2.9500 No Design
54 1817u N18 N17 1.9000 1.7500 No Design
55 1009o N10 N9 4.6000 3.5000 No Design
56 1009u N10 N9 3.6000 2.5000 No Design
57 0706o N7 N6 5.0000 4.5000 No Design
58 0706u N7 N6 4.0000 3.5000 No Design
59 0604o N6 N4 4.5000 2.8000 No Design
60 0604u N6 N4 3.5000 1.7000 No Design
61 0504o N5 N4 4.3000 2.8000 No Design
62 0504u N5 N4 3.3000 1.7000 No Design
63 0403o N4 N3 2.8000 2.0000 No Design
64 0403u N4 N3 1.7000 1.1000 No Design
65 0302o N3 N2 1.8200 1.8100 No Design
66 0302u N3 N2 1.1000 1.0500 No Design
67 14a14bo N14B N14A 2.9900 2.5000 No Design
68 14a14bu N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE TEWANTIN
EXISTING CASE
Title from immediately preceding computational layer
EAGLE DRIVE TEWANTIN
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 35
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.15
#################################################
# Element numbers of interface inlet locations: #
#################################################
N54 N52 N48 N43 N42 N50 N47
N45 N53 N38 N37 N31 N28 N27
N35 N23 N22 N21 N20 N19 N18
N17 N10 N8 N7 N6 N5 N4
N11 N2 N26 N29 N30 N36 N51
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file Section 3
was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 8.2971 0.0288
5047 2.8812 0.0234
5114b 3.5733 0.0360
4342 10.3858 0.0345
3736 14.9983 0.0296
3534 5.8173 0.0100
3422 6.0122 0.0175
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
5248 8.1651 0.0379
4845 2.5500 0.0183
4250 11.5986 0.0276
5338 8.7547 0.0321
3851 5.0145 0.0321
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
3836o 9.9729 0.0120
3635o 35.6736 0.0285
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14a14bo 75.9084 0.0490
14a14bu 0.1368 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 8.50 N52/ 0.00 / 7.00
N38/ 0.00 / 5.00 N51/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50/ 0.00 / 4.70 N47/ 0.00 / 3.60 N46/ 0.00 / 3.00
N45/ 0.00 / 2.50 N43/ 0.00 / 9.20 N42/ 0.00 / 7.30
N37/ 0.00 / 7.00 N36/ 0.00 / 4.47 N35/ 0.00 / 3.20
N34/ 0.00 / 4.10 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.00/ 7.00 5047/ 3.60/ 3.60 5114b/ 1.80/ 1.80
4342/ 7.30/ 7.30 3736/ 4.20/ 4.20 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 5248/ 3.60/ 3.60
4845/ 2.50/ 2.50 4250/ 4.70/ 4.70 5338/ 5.00/ 5.00
3851/ 3.80/ 3.80 4746o/ 3.00/ 3.00 4746u/ 3.00/ 3.00
4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50 3836o/ 4.47/ 4.47
3635o/ 3.20/ 3.20 2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75
2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90
1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75
1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50
0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70
0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10
0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 230.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 3.1660 7.9151 5.0000
N51 4.1252 10.3130 40.0000
N48 3.5764 8.9411 45.0000
N50 3.0915 7.7288 65.0000
N47 8.8089 22.0223 0.0000
N46 3.5343 8.8358 620.0000
N45 1.2575 3.1437 17830.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 3.0822 7.7055 35.0000
N35 4.7504 11.8759 0.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 1.1545 2.8861 970.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 6.1555 15.3889 0.0000
N26 50.0000 50.0000 0.0000
N25 39.4122 50.0000 0.0000
N24 9.9812 24.9530 0.0000
N23 50.0000 50.0000 0.0000
N22 23.6389 50.0000 0.0000
N21 3.1540 7.8851 95.0000
N20 50.0000 50.0000 0.0000
N19 50.0000 50.0000 0.0000
N18 40.2917 50.0000 0.0000
N17 22.3713 50.0000 0.0000
N16 16.6446 41.6114 0.0000
N15 21.5655 50.0000 0.0000
N14B 0.7167 1.7917 1665.0000
N14A 16.7240 41.8101 0.0000
N13 27.5961 50.0000 0.0000
N12 45.3416 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 35.7626 50.0000 0.0000
N5 18.6635 46.6587 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 10.0833 0.0003 0.0147 Normal Soln
5047 49.1329 49.1329 50.0000 0.0000 0.0034 0.0882 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 -0.0007 0.0206 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0005 0.0104 Normal Soln
3736 42.8804 42.8804 50.0000 0.0000 0.0004 0.0089 Normal Soln
3534 18.7641 18.7641 50.0000 0.0000 0.0017 0.0118 Normal Soln
3422 50.0000 50.0000 50.0000 0.0000 0.0003 0.0062 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0009 0.0132 Normal Soln
3024 8.4212 8.4212 18.8102 0.0000 0.0031 2.0607 Normal Soln
3036 17.5492 17.5492 50.0000 0.0000 -0.0005 0.0309 Normal Soln
2827 37.3370 37.3370 50.0000 0.0000 0.0007 0.0152 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 0.0000 0.0048 Normal Soln
2930 36.4936 36.4936 50.0000 0.0000 0.0010 0.0294 Normal Soln
2725 5.5307 5.5307 13.7547 0.0000 0.0020 2.8628 Normal Soln
2524 18.6238 18.6238 32.6376 0.0000 0.0017 2.2659 Normal Soln
2422 7.8877 7.8877 18.5459 0.0000 0.0035 1.7693 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0011 0.0733 Normal Soln
2117 12.0919 12.0919 30.7849 0.0000 0.0056 0.0713 Normal Soln
1714B 31.1910 31.1910 50.0000 0.0000 -0.0005 0.0129 Normal Soln
1716 5.4715 5.4715 14.3574 0.0000 0.0094 1.0196 Normal Soln
1615 4.9259 4.9259 13.0241 0.0000 0.0072 2.8121 Normal Soln
1614A 2.6266 2.6266 11.3788 0.7500 -0.0076 1.6924 Normal Soln
4514B 15.9320 15.9320 26.5953 0.0000 -0.0237 0.0121 Normal Soln
4515 5.6636 5.6636 12.8962 0.0000 0.0024 2.0255 Normal Soln
1502 16.7469 16.7469 37.3842 0.0000 0.0084 4.0815 Normal Soln
14A13 4.7406 4.7406 30.2729 0.0000 -0.0055 0.0792 Normal Soln
1312 7.8308 7.8308 44.1491 0.0000 0.0042 0.0780 Normal Soln
1211 23.3144 23.3144 50.0000 0.0000 0.0032 0.0484 Normal Soln
1103 16.8228 16.8228 50.0000 0.0000 0.0022 0.0341 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 17.4508 17.4508 50.0000 0.0000 0.0008 1.2719 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0804 16.0742 16.0742 50.0000 0.0000 0.0014 1.6932 Normal Soln
0201 3.1972 3.1972 7.7047 317.2500 0.0138 0.0338 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0005 0.0175 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0161 0.0899 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0009 0.0148 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0005 0.0097 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 5.7770 5.7770 17.7770 0.0000 0.0014 1.4444 Normal Soln
4645o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4645u 7.3373 7.3373 26.3323 0.0000 0.0037 2.2192 Normal Soln
3836o 41.1436 41.1436 50.0000 0.0000 0.0002 0.0121 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 7.2506 7.2506 17.6242 0.0000 0.0044 3.0939 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 7.7381 7.7381 13.1410 0.0000 -0.0033 0.6930 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 25.4778 25.4778 50.0000 0.0000 0.0029 0.9321 Normal Soln
1817o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1817u 5.3611 5.3611 12.9037 0.0000 0.0026 2.0899 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 17.1808 17.1808 31.5597 0.0000 0.0007 0.9078 Normal Soln
0706o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0706u 10.3857 10.3857 26.2614 0.0000 0.0006 1.5273 Normal Soln
0604o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0604u 12.2602 12.2602 22.9485 0.0000 0.0022 2.1428 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 17.3536 17.3536 42.9082 0.0000 0.0024 1.5129 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 4.6729 4.6729 9.4599 0.0000 0.0038 0.8248 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.6641 3.6641 20.3383 0.0000 0.0027 0.2870 Normal Soln
14a14bo 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
14a14bu 1.9019 1.9019 5.0334 31.9167 -0.0035 2.4904 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...................................4514B
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.00 / 6.00/ N51/ 1.00 / 4.80/ N48/ 1.00 / 4.60/
N50/ 1.00 / 5.70/ N47/ 0.00 / 3.60/ N46/ 0.00 / 3.00/
N45/ 0.00 / 2.50/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.15 / 5.62/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.01 / 4.21/
N29/ 0.00 / 6.40/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.02 / 1.88/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.02 / 1.36/ N15/ 0.03 / 1.24/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.02 / 1.07/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00*/ 0811/ 0.00 /
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00 /
1918u/ 0.00*/ 1817o/ 0.00 / 1817u/ 0.00*/
1009o/ 0.00 / 1009u/ 0.00*/ 0706o/ 0.00 /
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00 / 0504u/ 0.00*/ 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.01 / 5047/ 0.02 / 5114b/ 0.01 /
4342/ 0.01 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.50 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.09 / 2725/ 0.16 /
2524/ 0.20 / 2422/ 0.29 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.38 /
1615/ 0.21 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.23 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.07 / 0201/ 0.10 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.18 /
4645o/ 0.00 / 4645u/ 0.12 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.24 /
2019o/ 0.00 / 2019u/ 0.32 / 1918o/ 0.00 /
1918u/ 0.22 / 1817o/ 0.00 / 1817u/ 0.17 /
1009o/ 0.00 / 1009u/ 0.10 / 0706o/ 0.00 /
0706u/ 0.07 / 0604o/ 0.00 / 0604u/ 0.24 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.30 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.43 / 5047/ 0.26 / 5114b/ 0.06 /
4342/ 0.30 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.07 / 3024/ 0.18 /
3036/ 3.29 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.48 / 2930/ 0.21 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.04 / 1714B/ 1.64 / 1716/ 0.41 /
1615/ 0.30 / 1614A/ 0.33 / 4514B/ 0.21 /
4515/ 0.15 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.11 /
0912/ 0.14 / 0908/ 0.15 / 0811/ 0.00 /
0804/ 0.18 / 0201/ 0.31 / 5248/ 0.37 /
4845/ 0.26 / 4250/ 0.41 / 5338/ 2.30 /
3851/ 0.04 / 4746o/ 0.00 / 4746u/ 0.12 /
4645o/ 0.15 / 4645u/ 0.12 / 3836o/ 3.34 /
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/ 1.00 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.00 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.29 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.03 / 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/ 4.00 / N51/ 5.20 / N48/ 5.40 /
N50/ 4.30 / N47/ 6.40 / N46/ 7.00 /
N45/ 7.50 / N43/ 0.80 / N42/ 2.70 /
N37/ 3.00 / N36/ 4.38 / N35/ 5.80 /
N34/ 5.90 / N31/ 2.50 / N30/ 5.79 /
N29/ 3.60 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.40 /
N23/ 5.30 / N22/ 8.12 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.64 / N15/ 8.76 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.93 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.02 /
N38/ 1.06 / N51/ 1.01 / N48/ 1.03 /
N50/ 1.03 / N47/ 0.84 / N46/ 0.96 /
N45/ 1.07 / N43/ 0.01 / N42/ 0.02 /
N37/ 0.05 / N36/ 1.23 / N35/ 1.01 /
N34/ 0.02 / N31/ 0.01 / N30/ 1.14 /
N29/ 0.08 / N28/ 0.06 / N27/ 1.07 /
N26/ 0.04 / N25/ 0.32 / N24/ 0.71 /
N23/ 0.09 / N22/ 0.82 / N21/ 1.03 /
N20/ 0.22 / N19/ 0.26 / N18/ 0.60 /
N17/ 0.52 / N16/ 1.18 / N15/ 0.90 /
N14B/ 1.13 / N14A/ 0.81 / N13/ 0.46 /
N12/ 0.49 / N11/ 0.51 / N10/ 0.16 /
N9/ 0.18 / N8/ 0.37 / N7/ 0.21 /
N6/ 0.33 / N5/ 0.14 / N4/ 0.48 /
N3/ 0.49 / N2/ 0.51 / N1/ 0.51 /
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/ 0.11 / 5047/ 0.10 / 5114b/ 0.02 /
4342/ 0.07 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.07 /
3036/ 2.98 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.17 / 2930/ 0.08 / 2725/ 0.01 /
2524/ 0.02 / 2422/ 0.10 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.09 /
1615/ 0.14 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.07 / 1502/ 0.52 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.20 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.02 / 0201/ 0.16 / 5248/ 0.09 /
4845/ 0.12 / 4250/ 0.09 / 5338/ 0.72 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.02 / 3836o/ 6.63 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.12 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.10 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.02 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.35 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.02 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.01 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.21/ 2.87/
3036/ 5.62/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.40 2930/ 6.40/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.88 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.36/
1615/ 1.36/ 1.24 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.24 1502/ 1.24/ 1.07 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.07/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.00/
3851/ 6.00/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.00/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.88/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.07/ 1.07 0302u/ 1.10/ 1.07/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 7345
Total number of time steps during simulation.... 5585
Ratio of actual # of time steps / NTCYC......... 1.293
Average number of iterations per time step...... 1.315
Average time step size(seconds)................ 3.868
Smallest time step size(seconds)................ 0.714
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.656
Average minimum implicit time step (sec)........ 1.993
Average minimum junction time step (sec)........ 1.993
Average Courant Factor Tf....................... 1.993
Number of times omega reduced................... 9
*=========================================================*
| 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 5599 0 3 0 0 0
N53 0 1.00 5599 0 3 0 0 0
N52 0 1.02 5703 0 8 0 0 0
N38 0 1.01 5613 0 14 1 0 0
N51 0 1.01 5639 1 22 1 0 0
N48 0 1.04 5796 0 6 0 0 0
N50 0 1.05 5861 0 7 0 0 0
N47 0 1.05 5889 0 6 0 0 0
N46 0 1.09 6077 0 5 0 0 0
N45 0 1.26 7041 2 23 3 0 0
N43 0 1.01 5621 0 3 0 0 0
N42 0 1.01 5631 0 6 0 0 0
N37 0 1.01 5648 0 5 0 0 0
N36 0 1.06 5928 0 4 0 0 0
N35 0 1.01 5636 0 17 1 0 0
N34 0 1.02 5676 0 7 0 0 0
N31 0 1.02 5712 0 6 0 0 0
N30 0 1.21 6770 0 9 0 0 0
N29 0 1.12 6231 0 6 0 0 0
N28 0 1.05 5842 0 5 0 0 0
N27 0 1.19 6648 0 6 0 0 0
N26 0 1.00 5585 0 1 0 0 0
N25 0 1.28 7124 0 6 0 0 0
N24 0 1.38 7688 0 5 0 0 0
N23 0 1.15 6424 0 7 0 0 0
N22 0 1.31 7314 0 6 0 0 0
N21 0 1.58 8799 0 6 0 0 0
N20 0 1.11 6194 0 6 0 0 0
N19 0 1.25 6971 0 5 0 0 0
N18 0 1.22 6821 0 6 0 0 0
N17 0 1.61 9002 0 19 1 0 0
N16 0 1.64 9134 3 15 10 0 0
N15 0 1.29 7216 0 6 0 0 0
N14B 0 1.26 7030 1 11 1 0 0
N14A 0 1.64 9156 0 13 6 0 0
N13 0 1.50 8377 0 6 0 0 0
N12 0 1.33 7430 0 6 0 0 0
N11 0 1.32 7380 0 6 0 0 0
N10 0 1.04 5836 0 4 0 0 0
N9 0 1.08 6021 0 4 0 0 0
N8 0 1.14 6363 0 5 0 0 0
N7 0 1.03 5746 0 4 0 0 0
N6 0 1.22 6811 0 5 0 0 0
N5 0 1.05 5851 0 6 0 0 0
N4 0 1.30 7255 0 6 0 0 0
N3 0 1.58 8836 0 7 0 0 0
N2 0 1.50 8362 1 6 0 0 0
N1 0 1.47 8235 1 8 0 0 0
Total number of iterations for all junctions.. 321121
Minimum number of possible iterations......... 268080
Efficiency of the simulation.................. 1.20
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 8.9153 0 40 0.0000 1.0847 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5162 0 39 0.0000 1.4838 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0210 0 41 0.0000 2.9790 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0582 0 46 0.0000 3.9418 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8120 0 37 0.0000 5.1880 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6279 0 40 0.0000 5.3721 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7334 0 42 0.0000 4.2666 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.4402 0 40 0.0000 5.5598 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 3.9621 0 40 0.0000 6.0379 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5734 0 40 0.0000 6.4266 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2150 0 38 0.0000 0.7850 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3190 0 40 0.0000 2.6810 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0463 0 35 0.0000 2.9537 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.7005 0 41 0.0000 4.2995 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2122 0 8 0.0000 5.7878 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1157 0 36 0.0000 5.8843 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5145 0 35 0.0000 2.4855 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.3421 0 35 0.0000 4.6579 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.4753 0 35 0.0000 3.5247 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3561 0 35 0.0000 1.6439 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.4227 0 35 0.0000 3.5773 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.5405 0 47 0.0000 3.4595 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.1891 0 35 0.0000 4.8109 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 3.3018 0 36 0.0000 6.6982 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.7913 0 35 0.0000 5.2087 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 2.6834 0 36 0.0000 7.3166 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0300 0 35 0.0000 6.9700 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.2181 0 35 0.0000 3.7819 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.7593 0 35 0.0000 5.2407 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 2.4983 0 36 0.0000 7.5017 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.2660 0 36 0.0000 7.7340 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.5247 0 36 0.1247 7.4753 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.1085 0 37 0.0735 7.8915 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 2.9281 0 42 0.0000 7.0719 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.4103 0 37 0.0000 7.5897 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.3224 0 37 0.0000 7.6776 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.1661 0 38 0.0000 7.8339 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 1.8506 0 41 0.0000 8.1494 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.7637 0 35 0.0000 6.2363 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 2.6805 0 35 0.0000 7.3195 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 2.3710 0 35 0.0000 7.6290 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 4.2095 0 35 0.0000 5.7905 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 3.8309 0 35 0.0000 6.1691 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.4437 0 35 0.0000 6.5563 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.1795 0 35 0.0000 7.8205 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.5890 0 40 0.0000 8.4110 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.5606 0 40 0.0000 8.4394 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.4397 0 40 0.0000 8.5603 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 0.0339 0 33 0.1507 0 0 0.0041 8.9153 7.0210 .0766 .1048
5047 2.8812 1.4600 200.0000 0.1214 0 42 0.4179 0 42 0.0422 5.7334 4.6249 .1672 .1247
5114b 3.5733 1.8108 200.0000 0.0276 0 37 0.2629 0 37 0.0077 4.8120 3.0091 .0601 .0456
4342 10.3858 1.3631 200.0000 0.0382 0 38 0.2406 0 0 0.0037 9.2150 7.3190 .0749 .0950
3736 14.9983 3.6090 400.0000 0.0490 0 35 0.6880 0 35 0.0033 7.0463 5.5657 .1157 .1142
3534 5.8173 1.4765 400.0000 0.0181 0 35 0.1369 0 34 0.0031 4.2122 4.1157 .0306 .0393
3422 6.0122 1.5213 400.0000 0.0141 0 36 0.1398 0 36 0.0023 4.1157 3.4036 .0393 .0091
3130 13.5508 2.2744 300.0000 0.0694 0 36 0.2792 0 36 0.0051 7.5145 5.7102 .0482 .0341
3024 0.4621 2.9058 450.0000 0.3971 0 35 2.7152 0 35 0.8592 5.3421 3.3018 2.538 .9818
3036 6.7857 1.4251 400.0000 -0.0936 0 41 -0.1682 0 41 -0.0138 5.6882 5.7005 .1706 .4512
2827 15.5945 3.7524 400.0000 0.0851 0 35 0.8117 0 35 0.0055 8.3561 6.7551 .1402 .1377
2726 18.5574 3.1124 300.0000 0.0000 0 0 0.0000 0 0 0.0000 6.5405 6.5405 .0000 .0000
2629 2.4524 0.5150 400.0000 0.0057 0 47 0.0797 1 37 0.0023 6.5405 6.4753 .1013 .1881
2930 11.6053 2.4373 400.0000 0.1364 0 35 0.7062 0 36 0.0118 6.4753 5.6946 .1881 .1865
2725 0.2218 2.0080 375.0000 0.2321 0 35 2.1811 0 35 1.0467 6.4227 5.1891 2.860 .8509
2524 0.2779 2.5163 375.0000 0.2414 0 35 2.4523 0 34 0.8686 5.1891 3.3018 .8509 1.178
2422 0.8401 2.9711 600.0000 0.6093 0 36 2.1030 0 36 0.7253 3.3018 2.6834 1.186 1.372
L575 4.4056 1.1111 300.0000 0.1257 0 36 0.3852 0 36 0.0285 4.7913 3.4663 .3043 .2208
2117 10.3655 2.0976 500.0000 0.0783 0 35 0.3249 0 35 0.0076 3.0300 2.9680 .0600 .0361
1714B 8.1188 0.9553 500.0000 -0.0525 0 42 -0.1720 0 42 -0.0065 2.9034 2.9281 .1068 .2562
1716 3.1532 3.6415 1050.000 1.3381 0 36 2.0895 0 36 0.4244 2.2660 2.5247 .4914 1.118
1615 0.7725 1.7486 750.0000 0.9336 0 37 2.0731 0 37 1.2086 2.5247 2.1085 1.579 1.198
1614A 0.7872 1.7819 750.0000 0.4044 0 36 0.8788 0 36 0.5138 2.5247 2.4103 1.166 1.080
4514B 28.0567 3.5017 450.0000 0.1691 0 41 0.9024 0 41 0.0060 3.5734 2.9281 .1631 .1735
4515 0.1942 2.7467 300.0000 0.1773 1 3 2.4814 1 3 0.9133 3.5734 2.1085 3.578 2.995
1502 0.6052 1.1322 825.0000 1.1025 0 37 2.4075 0 37 1.8215 2.1085 1.5606 1.089 .6189
14A13 16.6072 0.8411 1700.000 -0.5224 0 37 -0.3304 0 36 -0.0315 2.4103 2.3224 .3237 .4250
1312 15.7543 0.6101 1400.000 0.5194 0 37 0.3172 0 36 0.0330 2.3224 2.1661 .3303 .3472
1211 22.0747 0.6694 1700.000 0.5237 0 39 0.2455 0 38 0.0237 2.1661 1.8506 .2859 .3004
1103 34.9730 0.7240 2000.000 0.5947 0 41 0.3215 0 43 0.0170 1.8506 1.5890 .2553 .2445
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.6805 2.1661 .0000 .0000
0908 0.1628 1.4741 375.0000 0.0753 0 35 0.9840 0 32 0.4623 2.6805 2.3710 .4814 .9894
0811 6.0914 1.5476 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.8506 1.8506 .0000 .0000
0804 0.2208 1.3886 450.0000 0.1432 0 36 0.9610 0 41 0.6484 2.3710 2.1795 .8245 1.065
0201 142.3584 2.9703 2000.000 2.2418 0 40 1.2979 0 40 0.0157 1.5606 1.4397 .2553 .2548
5248 8.1651 1.4277 200.0000 0.0645 0 41 0.2070 0 41 0.0079 7.0210 4.8161 .1048 .0806
4845 2.5500 1.2922 200.0000 0.0973 0 40 0.3149 0 26 0.0381 4.6279 3.5734 .1397 .3671
4250 11.5986 1.2184 200.0000 0.0855 0 40 0.3318 0 0 0.0074 7.3190 5.7334 .0950 .1672
5338 8.7547 1.3127 200.0000 0.0414 0 39 0.2884 0 0 0.0047 8.5162 6.0582 .0812 .2912
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0582 4.8120 .0000 .0000
4746o 17.3588 1.9947 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.9621 3.9621 .0000 .0000
4746u 0.1498 2.1194 300.0000 0.0899 0 40 1.4063 0 22 0.6003 4.4402 3.9621 2.800 3.206
4645o 15.8729 1.6240 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.9620 3.5734 .0000 .0000
4645u 0.1105 1.5637 300.0000 0.0899 0 40 1.2533 0 40 0.8136 3.9620 3.5734 3.206 3.578
3836o 9.9729 2.0945 400.0000 0.0603 0 46 0.1156 0 47 0.0060 6.0582 5.7005 .1456 .4512
3635o 35.6736 2.3986 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2122 4.2122 .0000 .0000
2217o 14.0423 1.9555 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.2660 2.2660 .0000 .0000
2217u 0.6241 1.4127 750.0000 0.7919 0 36 1.9861 0 36 1.2688 2.6834 2.2660 1.097 .6880
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.7593 4.7593 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.1932 0 35 2.2829 0 35 0.3031 6.2181 4.7593 .4847 .5762
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4983 2.4983 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.3657 0 35 1.9213 0 35 0.3874 4.7593 2.4983 .4321 .9972
1817o 9.1593 0.8118 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.2660 2.2660 .0000 .0000
1817u 0.5070 1.7932 600.0000 0.4531 0 36 1.7049 0 35 0.8938 2.4983 2.2660 .9972 .8600
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.6805 2.6805 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.0772 0 35 1.5844 0 35 0.3198 3.7637 2.6805 .4366 .4814
0706o 7.2322 2.1546 300.0000 0.0000 0 0 0.0000 0 0 0.0000 3.8309 3.8309 .0000 .0000
0706u 0.1248 1.7661 300.0000 0.0677 0 35 1.1427 0 32 0.5419 4.2094 3.8309 .6981 1.102
0604o 9.6606 2.8827 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.1795 2.1795 .0000 .0000
0604u 0.3116 2.8210 375.0000 0.2639 0 35 2.4840 0 36 0.8469 3.8309 2.1795 .8823 1.278
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.1795 2.1795 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.0737 0 35 1.4689 0 34 0.4781 3.4437 2.1795 .4789 1.598
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.5890 1.5890 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.6160 0 35 2.1145 0 35 0.3194 2.1795 1.5890 .6393 .6520
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.5606 1.5606 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.3678 0 40 0.4918 0 40 0.1130 1.5890 1.5606 .8149 .8510
14a14bo 75.9084 3.3944 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4103 2.4103 .0000 .0000
14a14bu 0.1368 1.9347 300.0000 0.1421 0 47 1.9867 0 47 1.0394 2.9281 2.4103 3.760 2.701
FREE # 1 Undefnd Undefnd Undefn 2.2418 0 40
*==================================================*
| 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 0.0095 0.3257 0.0022
5047 7.0000 0.0000 0.0000 353.0000 0.0295 0.2906 0.0122
5114b 8.5000 0.0000 0.0000 351.5000 0.0107 0.1051 0.0028
4342 0.1667 359.8333 0.0000 0.0000 0.0084 0.3233 0.0020
3736 0.1667 0.0000 0.0000 359.8333 0.0226 0.0712 0.0316
3534 7.9167 352.0833 0.0000 0.0000 0.0136 0.1333 0.0019
3422 7.9167 0.0000 0.0000 352.0833 0.0103 0.1008 0.0014
3130 0.1667 0.0000 0.0000 359.8333 0.0125 0.2486 0.0034
3024 0.1667 4.0833 0.0000 355.7500 0.1295 0.1592 1.9783
3036 15.4583 0.0000 344.5417 0.0000 0.0611 0.5564 0.0209
2827 0.1667 0.0000 0.0000 359.8333 0.0274 0.1049 0.0451
2726 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2629 0.2500 359.7500 0.0000 0.0000 0.0262 0.1100 0.0034
2930 0.2500 0.0000 0.0000 359.7500 0.0369 0.1931 0.0529
2725 0.1667 359.8333 0.0000 0.0000 0.1090 0.1065 1.5159
2524 0.1667 6.3056 0.0000 353.5278 0.1138 0.1037 0.8101
2422 0.1667 359.8333 0.0000 0.0000 0.1679 0.2905 1.6128
L575 0.1667 0.0000 0.0000 359.8333 0.0400 0.3264 0.0303
2117 5.3333 0.0000 0.0000 354.6667 0.0245 0.2420 0.0078
1714B 346.1667 0.0000 13.8333 0.0000 0.0446 0.3055 0.0156
1716 0.1667 354.6667 0.0000 5.1667 0.2618 0.6405 1.7657
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4521 2.1591
1614A 8.5417 82.8333 268.6250 0.0000 0.2281 0.4605 0.7397
4514B 319.6667 4.5833 0.0000 35.7500 0.0364 0.1877 0.0669
4515 0.1667 359.8333 0.0000 0.0000 0.0840 0.0728 2.2730
1502 0.1667 359.8333 0.0000 0.0000 0.2346 0.4591 1.6818
14A13 92.3750 267.6250 0.0000 0.0000 0.2898 1.5844 0.2098
1312 92.4583 267.5417 0.0000 0.0000 0.2196 1.6805 0.1469
1211 12.9583 347.0417 0.0000 0.0000 0.1853 2.2229 0.1190
1103 0.1667 359.8333 0.0000 0.0000 0.3101 1.8719 0.1584
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 0.0785 0.2641
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 0.1508 0.4020
0201 0.1667 359.8333 0.0000 0.0000 0.3251 1.7273 0.6621
5248 0.1667 0.0000 0.0000 359.8333 0.0104 0.3115 0.0038
4845 7.7500 40.0000 0.0000 312.2500 0.0479 0.4752 0.0104
4250 0.1667 353.0000 0.0000 6.8333 0.0164 0.8186 0.0027
5338 0.1667 352.9167 0.0000 6.9167 0.0261 0.9046 0.0017
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 0.0840 0.0729 1.1320
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 1.2752
3836o 7.0833 352.9167 0.0000 0.0000 0.0582 0.5295 0.0137
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 0.2152 0.3988 1.3294
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1156 0.0847 0.5444
1918o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 359.8333 0.0000 0.0000 0.1535 0.1908 0.8117
1817o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1817u 0.1667 359.8333 0.0000 0.0000 0.1816 0.2717 0.9261
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.0879 0.0488 0.2708
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 0.0621 0.2937
0604o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0604u 0.1667 359.8333 0.0000 0.0000 0.1051 0.1065 1.0037
0504o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0504u 0.1667 359.8333 0.0000 0.0000 0.0738 0.0503 0.4549
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2128 0.2926 0.9915
0302o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0302u 0.1667 359.8333 0.0000 0.0000 0.2995 0.7480 0.2457
14a14bo 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14a14bu 8.5000 351.5000 0.0000 0.0000 0.0839 0.0727 1.7392
*===========================================*
| 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 0.0044 94.9040 0.0001 0.9989 0.1793 0.0036 0.0910 2.8363
5047 0.0168 363.6185 0.0005 0.9776 1.0013 0.0092 0.0908 0.0350
5114b 0.0030 64.3628 0.0001 0.9710 1.0699 0.0028 0.0275 0.0350
4342 0.0043 93.1078 0.0002 0.9989 0.2130 0.0030 0.0812 2.8363
3736 0.0047 100.9571 0.0003 0.9989 1.1992 0.0069 0.0153 1.2606
3534 0.0015 31.7569 0.0001 0.9735 0.1997 0.0033 0.0323 0.0350
3422 0.0015 31.9027 0.0001 0.9735 0.6008 0.0026 0.0255 0.0450
3130 0.0070 151.0854 0.0003 0.9989 1.0912 0.0032 0.0629 2.2060
3024 0.0473 1021.9261 0.0017 0.9989 1.5882 0.0562 0.0381 0.8194
3036 -0.0159 -342.8543 0.0005 0.9443 0.0000 0.0390 0.2919 0.0201
2827 0.0080 173.7826 0.0005 0.9989 1.2176 0.0084 0.0221 1.2606
2726 0.0000 0.0000 0.0000 0.0000 0.0000 0.0214 0.0051 0.0200
2629 0.0011 24.4967 0.0000 0.9989 0.1238 0.0120 0.0327 2.2060
2930 0.0146 315.4703 0.0005 0.9989 0.7799 0.0132 0.0452 1.2606
2725 0.0223 481.9392 0.0012 0.9989 1.2343 0.0409 0.0255 0.8194
2524 0.0223 482.4503 0.0011 0.9961 1.7799 0.0370 0.0194 0.0130
2422 0.0698 1506.9009 0.0026 0.9989 0.9665 0.0754 0.0740 0.8194
L575 0.0127 273.9260 0.0006 0.9989 0.5518 0.0129 0.0720 2.8363
2117 0.0070 150.8571 0.0012 0.9846 0.9938 0.0055 0.0542 0.0200
1714B -0.0011 -22.8136 0.0001 0.0890 0.0000 0.0032 0.0181 0.0210
1716 0.1497 3234.4378 0.0063 0.9989 1.0411 0.1056 0.1670 Section 4
0.8194
1615 0.1385 2990.7925 0.0042 0.9962 0.5439 0.1095 0.1693 0.0130
1614A 0.0115 247.4906 0.0022 0.9710 0.0253 0.0790 0.1062 0.0130
4514B 0.0082 177.8850 0.0005 0.2125 0.2115 0.0055 0.0225 0.0212
4515 0.0366 790.1825 0.0008 0.9989 0.7345 0.0476 0.0326 0.8194
1502 0.1753 3786.6846 0.0049 0.9989 0.8319 0.1112 0.1517 0.8194
14A13 -0.0217 -467.9340 0.0021 0.7855 0.0005 0.0723 0.2394 0.1232
1312 0.0218 470.0513 0.0018 0.7853 0.0450 0.0339 0.1901 0.1229
1211 0.0222 478.5293 0.0013 0.9552 0.0285 0.0405 0.2513 0.1235
1103 0.0388 838.3253 0.0016 0.9989 0.1310 0.0832 0.3743 7.8787
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0059 0.0595 0.0450
0908 0.0073 157.1231 0.0004 0.9989 0.7162 0.0323 0.0155 0.8824
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0804 0.0141 305.2526 0.0007 0.9989 0.5778 0.0448 0.0295 0.8194
0201 0.2839 6132.1062 0.0088 0.9989 0.5454 0.1127 0.4736 2.5212
5248 0.0090 193.8807 0.0003 0.9989 0.6046 0.0039 0.0911 2.8363
4845 0.0132 285.3431 0.0005 0.9742 0.8484 0.0113 0.1121 0.0350
4250 0.0102 220.2643 0.0003 0.9987 0.2447 0.0050 0.2117 2.5940
5338 0.0050 108.8722 0.0002 0.9989 0.0713 0.0108 0.3464 2.8363
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0008 0.0087 0.0450
4746o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0286
4746u 0.0244 527.5983 0.0004 0.9989 1.2041 0.0329 0.0203 0.8194
4645o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0025 0.0101 0.0295
4645u 0.0244 528.0918 0.0004 0.9989 0.6855 0.0360 0.0236 0.8824
3836o 0.0107 231.5662 0.0002 0.9773 0.0636 0.0378 0.2890 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 0.0884 1908.7956 0.0035 0.9989 0.7892 0.0917 0.1038 0.8194
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0201
2019u 0.0222 479.0451 0.0009 0.9989 1.8019 0.0384 0.0196 0.8194
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0261
1918u 0.0397 857.2659 0.0017 0.9989 1.1510 0.0568 0.0456 0.8194
1817o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0266
1817u 0.0505 1091.6135 0.0020 0.9989 0.7328 0.0719 0.0659 0.8194
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
1009u 0.0073 156.7129 0.0004 0.9989 1.1948 0.0258 0.0101 0.8824
0706o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
0706u 0.0066 141.9315 0.0003 0.9989 0.7765 0.0294 0.0122 0.8194
0604o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
0604u 0.0275 594.7403 0.0014 0.9989 1.4697 0.0414 0.0243 0.8194
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
0504u 0.0070 151.2104 0.0005 0.9989 0.7009 0.0297 0.0143 0.8194
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0403u 0.0626 1351.9886 0.0028 0.9989 2.3131 0.0665 0.0652 0.8194
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0219
0302u 0.1016 2195.4184 0.0018 0.9989 0.1235 0.1091 0.2337 0.4412
14a14bo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0350
14a14bu 0.0102 219.5463 0.0005 0.9710 0.2145 0.0374 0.0243 0.0130
FREE # 1 0.2839 6133.1372
*===============================================================*
| 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 0.0339 0.0000 1.8933 0.0115 0.0152 8.9105 7.0196 Max Flow
5047 0.1214 0.0000 1.1050 0.0249 0.0295 5.7334 4.6249 Max Flow
5114b 0.0276 0.0000 1.7967 0.0091 0.0103 4.8120 3.0091 Max Flow
4342 0.0382 0.0000 0.9338 0.0116 0.0147 9.2150 7.3188 Max Flow
3736 0.0490 0.0000 1.4779 0.0529 0.0457 7.0463 5.5657 Max Flow
3534 0.0181 0.0000 0.0705 0.0047 0.0102 4.2122 4.1152 Max Flow
3422 0.0141 0.0000 0.7109 0.0036 0.0077 4.1157 3.4036 Max Flow
3130 0.0694 0.0000 1.8033 0.0102 0.0124 7.5145 5.7102 Max Flow
3024 0.3968 0.9880 0.9429 0.4177 0.3214 5.2422 3.2447 Max Flow
3036 -0.0005 0.0000 0.0000 0.0035 0.0066 5.6231 5.6233 Max Flow
2827 0.0851 0.0000 1.5958 0.0665 0.0551 8.3561 6.7551 Max Flow
2726 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2629 0.0057 0.0000 0.0372 0.0207 0.0398 6.5405 6.4581 Max Flow
2930 0.1364 0.0000 0.7792 0.0800 0.0746 6.4752 5.6946 Max Flow
2725 0.2321 0.6785 0.5010 0.3409 0.3266 6.4194 5.1889 Max Flow
2524 0.2414 0.5949 1.4021 0.3452 0.2703 5.1818 3.2087 Max Flow
2422 0.6092 0.2289 0.3657 0.5061 0.3790 3.3000 2.6834 Max Flow
L575 0.1257 0.0000 1.3179 0.0663 0.0808 4.7913 3.4663 Max Flow
2117 0.0783 0.0000 0.0594 0.0180 0.0250 3.0300 2.9680 Max Flow
1714B 0.0000 0.0000 0.0000 0.0000 0.0000 2.8492 2.8492 Max Flow
1716 1.3380 -0.3792 0.1329 0.6570 0.4774 2.2657 2.5243 Max Flow
1615 0.9336 0.2376 0.1826 0.5971 0.7500 2.5209 2.1054 Max Flow
1614A 0.4044 0.1029 0.0122 0.3899 0.3811 2.5245 2.4086 Max Flow
4514B 0.1690 0.0000 0.6474 0.0867 0.0737 3.5724 2.9258 Max Flow
4515 0.1773 0.6837 1.0528 1.0176 0.2254 3.5178 1.7773 Max Flow
1502 1.1025 -0.0632 0.6752 0.6348 0.8250 2.1052 1.5515 Max Flow
14A13 0.0021 0.0000 0.0005 0.0103 0.0441 1.9270 1.9265 Max Flow
1312 0.5194 0.0000 0.1600 0.2952 0.4617 2.3224 2.1621 Max Flow
1211 0.5225 0.0000 0.3343 0.2726 0.4846 2.1654 1.8278 Max Flow
1103 0.5947 0.0000 0.2659 0.2045 0.5084 1.8506 1.5820 Max Flow
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0908 0.0753 0.1865 0.2095 0.2001 0.1791 2.6794 2.3671 Max Flow
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0804 0.1432 0.0910 0.1219 0.2650 0.2639 2.3687 2.1742 Max Flow
0201 2.2417 0.0000 0.1206 0.4258 0.5097 1.5606 1.4397 Max Flow
5248 0.0645 0.0000 2.2034 0.0161 0.0184 7.0210 4.8161 Max Flow
4845 0.0972 0.0000 0.1770 0.0214 0.0277 4.6279 3.5734 Max Flow
4250 0.0855 0.0000 0.3129 0.0154 0.0185 7.3190 5.7331 Max Flow
5338 0.0414 0.0000 0.0516 0.0124 0.0162 8.5162 6.0539 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 0.0899 0.2678 0.2106 0.2332 0.1675 4.4397 3.9609 Max Flow
4645o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4645u 0.0899 0.0674 0.3211 0.2333 0.2055 3.9620 3.5734 Max Flow
3836o 0.0603 0.0000 0.0095 0.0569 0.0578 6.0582 5.6985 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 0.7918 0.1648 0.1961 0.5515 0.7500 2.6822 2.2659 Max Flow
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2019u 0.1932 1.1070 0.4695 0.3094 0.1697 6.2178 4.7591 Max Flow
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1918u 0.3656 0.5848 0.8765 0.3957 0.2591 4.7592 2.4851 Max Flow
1817o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1817u 0.4531 0.1120 0.1156 0.4411 0.4428 2.4962 2.2518 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.0772 0.4830 0.6293 0.2028 0.1456 3.7635 2.6784 Max Flow
0706o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0706u 0.0676 0.2794 0.1677 0.2026 0.1574 4.2094 3.8277 Max Flow
0604o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0604u 0.2639 0.4436 1.2071 0.3516 0.2650 3.8306 2.1795 Max Flow
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0504u 0.0737 0.6892 0.7371 0.2115 0.1461 3.4436 2.1767 Max Flow
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0403u 0.6158 0.4838 0.1186 0.4855 0.2911 2.1795 1.5603 Max Flow
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0302u 0.3676 0.0286 0.0006 0.1828 0.1120 1.5887 1.5605 Max Flow
14a14bo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
14a14bu 0.1421 0.4515 0.2108 0.2777 0.2586 2.8850 2.2183 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 259.0000 94.0000 7.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 130.6667 220.8333 8.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.1667 359.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.0000 352.1667 7.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 69.1667 283.0000 7.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 102.5000 257.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 344.6667 15.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 5.1667 261.6667 93.1667 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 352.3333 0.0000 0.0000 0.0000 6.5000 0.0000 None
L575 282.3333 77.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 138.0000 216.6667 5.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 13.8333 346.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 283.3333 13.5000 0.0000 0.0000 62.0000 0.0000 None
1615 0.8333 246.5000 2.3333 21.6667 16.3333 0.0000 72.3333 0.0000 None
1614A 0.0000 312.0000 0.0000 44.5000 0.0000 3.5000 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 306.8333 53.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 267.6667 92.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 6.0000 261.6667 92.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 347.1667 12.8333 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 256.0000 83.0000 0.0000 0.0000 0.0000 21.0000 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 253.5000 106.1667 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 250.1667 102.1667 7.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 5.8333 353.6667 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 0.5000 359.3333 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 318.6667 7.3333 0.0000 8.5000 24.3333 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 313.5000 1.6667 0.0000 41.0000 2.6667 0.0000 None
3836o 0.0000 353.0000 7.0000 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 329.0000 30.8333 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 2.5000 271.1667 0.0000 0.0000 0.0000 86.3333 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 187.0000 168.8333 0.0000 0.0000 3.0000 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 289.6667 29.8333 0.0000 31.3333 9.1667 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
5453 326.8333 335.3333 8.5000 0.0000
5047 0.0000 0.0000 0.0000 0.0000
5114b 0.0000 0.0417 268.2083 0.0000
4342 335.0833 343.0833 8.0000 0.0000
3736 0.0000 1.6667 159.3333 0.0000
3534 350.0000 350.1667 0.0417 0.0000
3422 0.0000 0.0000 263.0833 0.0000
3130 0.0000 1.5000 208.2500 0.0000
3024 0.0000 0.0000 350.7500 0.0000
3036 0.0000 0.0000 0.0000 0.0000
2827 0.0694 0.0694 83.4167 0.0000
2726 0.0000 0.0000 0.0000 0.0000
2629 93.3333 93.3333 0.0000 0.0000
2930 0.3056 0.3056 0.0000 0.0000
2725 0.0000 0.0000 347.5833 0.0000
2524 0.0000 5.0278 358.2500 0.0000
2422 328.0417 349.5417 116.4861 0.0000
L575 0.0000 2.8333 2.8333 0.0000
2117 0.0000 0.0000 267.8750 0.0000
1714B 0.0000 0.0000 0.0000 0.0000
1716 325.5556 333.1250 256.9167 0.0000
1615 206.0417 283.0833 0.0833 0.0000
1614A 0.1250 23.8056 0.0000 0.0000
4514B 2.3750 4.3750 314.0972 0.0000
4515 276.3750 276.5417 21.9167 0.0000
1502 2.9583 3.4167 85.7500 0.0000
14A13 289.4167 294.6250 0.0000 0.0000
1312 328.0000 328.0972 0.0000 0.0000
1211 334.1250 334.2083 0.0000 0.0000
1103 106.3194 110.6250 0.0000 0.0000
0912 0.0000 0.0000 0.0000 0.0000
0908 355.9722 357.0000 0.0000 0.0000
0811 0.0000 0.0000 0.0000 0.0000
0804 328.8472 357.5833 0.0000 0.0000
0201 3.2708 3.2986 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 37.3750 37.3750 0.0833 0.0000
4250 107.3333 107.3333 0.0000 0.0000
5338 350.4167 357.3333 6.9167 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 0.0000 0.0000 0.0000 0.0000
4746u 1.2083 284.5417 313.2917 0.0000
4645o 0.0000 0.0000 0.0000 0.0000
4645u 311.5000 311.7083 2.9583 0.0000
3836o 352.9167 352.9167 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 279.7083 357.3333 358.3333 0.0000
1918o 0.0000 0.0000 0.0000 0.0000
1918u 355.7500 355.8750 358.2500 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 259.5833 311.2083 2.1250 0.0000
1009o 0.0000 0.0000 0.0000 0.0000
1009u 309.2500 351.3333 311.5000 0.0000
0706o 0.0000 0.0000 0.0000 0.0000
0706u 315.4583 357.6667 19.1667 0.0000
0604o 0.0000 0.0000 0.0000 0.0000
0604u 348.0000 350.7500 352.1667 0.0000
0504o 0.0000 0.0000 0.0000 0.0000
0504u 351.0833 351.2500 6.5833 0.0000
0403o 0.0000 0.0000 0.0000 0.0000
0403u 46.5833 121.2222 343.0040 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 192.0000 358.2500 0.1667 0.0000
14a14bo 0.0000 0.0000 0.0000 0.0000
14a14bu 270.3333 306.8333 0.5000 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 0.0904 0.1253 0.0904 0.0089 0.0162 0.0089 0.0982 0.1292 0.0982 6.4829 8.5278 6.4829 0.0179
5047 0.1223 0.4182 0.1223 0.0000 0.1214 0.0000 0.0001 0.2903 0.0001 0.0069 13.6448 0.0069 0.0296
5114b 0.0769 0.2630 0.0769 0.0000 0.0276 0.0000 0.0000 0.1050 0.0000 0.0010 5.2512 0.0010 0.0107
4342 0.1016 0.1463 0.1016 0.0104 0.0174 0.0104 0.1023 0.1187 0.1023 5.6281 6.5271 5.6281 0.0169
3736 0.0000 0.6970 0.0000 0.0000 0.0490 0.0000 0.0000 0.0703 0.0000 0.0000 3.5150 0.0000 0.0460
3534 0.0213 0.1359 0.0213 0.0000 0.0181 0.0000 0.0000 0.1332 0.0000 0.0001 1.3324 0.0001 0.0136
3422 0.0297 0.1399 0.0297 0.0000 0.0141 0.0000 0.0000 0.1008 0.0000 0.0004 4.0315 0.0004 0.0103
3130 0.0594 0.2793 0.0594 0.0000 0.0694 0.0000 0.0000 0.2486 0.0000 0.0009 13.6733 0.0009 0.0126
3036 0.0000 0.1682 0.0000 0.0000 0.0936 0.0000 0.0000 0.5564 0.0000 0.0000 10.0149 0.0000 0.1281
2827 0.0000 0.8283 0.0000 0.0000 0.0851 0.0000 0.0000 0.1028 0.0000 0.0000 5.1381 0.0000 0.0556
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 0.0533 0.0000 0.0000 0.0057 0.0000 0.0000 0.1078 0.0000 0.0000 4.8524 0.0000 0.0563
2930 0.0000 0.7130 0.0000 0.0000 0.1364 0.0000 0.0000 0.1913 0.0000 0.0000 9.1807 0.0000 0.0750
L575 0.0000 0.3868 0.0000 0.0000 0.1257 0.0000 0.0000 0.3251 0.0000 0.0000 19.5045 0.0000 0.0810
2117 0.0612 0.3239 0.0612 0.0000 0.0783 0.0000 0.0001 0.2419 0.0001 0.0005 2.4189 0.0005 0.0247
1714B 0.0000 0.1734 0.0000 0.0000 0.0525 0.0000 0.0000 0.3027 0.0000 0.0000 8.4769 0.0000 0.0943
4514B 0.0000 0.9065 0.0000 0.0000 0.1691 0.0000 0.0000 0.1866 0.0000 0.0000 4.4772 0.0000 0.0740
14A13 0.0000 0.3299 0.0000 0.0000 0.5224 0.0000 0.0000 1.5835 0.0000 0.0000 15.8352 0.0000 0.6831
1312 0.0000 0.3099 0.0000 0.0000 0.5194 0.0000 0.0000 1.6760 0.0000 0.0000 23.4641 0.0000 0.4724
1211 0.0000 0.2366 0.0000 0.0000 0.5237 0.0000 0.0000 2.2138 0.0000 0.0000 81.9114 0.0000 0.4927
1103 0.0000 0.3185 0.0000 0.0000 0.5947 0.0000 0.0000 1.8671 0.0000 0.0000 65.3482 0.0000 0.4990
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 1.3014 0.0000 0.0000 2.2418 0.0000 0.0000 1.7226 0.0000 0.0000 17.2259 0.0000 0.5102
5248 0.1791 0.2421 0.1791 0.0156 0.0333 0.0156 0.0869 0.1377 0.0869 5.0389 7.9894 5.0389 0.0188
4845 0.0599 0.2049 0.0599 0.0000 0.0972 0.0000 0.0004 0.4744 0.0004 0.0234 28.4664 0.0234 0.0484
4250 0.0993 0.1198 0.0993 0.0305 0.0245 0.0305 0.3072 0.2043 0.3072 17.8148 11.8515 17.8148 0.0254
5338 0.0438 0.0496 0.0438 0.0133 0.0147 0.0133 0.3045 0.2955 0.3045 23.7534 23.0522 23.7534 0.0346
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 0.1139 0.0000 0.0000 0.0603 0.0000 0.0000 0.5290 0.0000 0.0000 21.1602 0.0000 0.1247
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 0.08670 0.1581 0.08670 0.3315 0.09842 34.902 0.08670 0.1581 0.08670 0.3315 0.09842 34.902 0.0000 0.0000 0.0000 None
5047 .000117 0.7941 .000117 0.7944 0.09013 9.9099 .000117 0.7941 .000117 0.7944 0.09013 9.9099 0.0000 0.0000 0.0000 None
5114b .78E-05 0.1459 .78E-05 0.1459 0.09643 9.9036 .78E-05 0.1459 .78E-05 0.1459 0.09643 9.9036 0.0000 0.0000 0.0000 None
4342 0.08213 0.1372 0.08213 0.3015 0.09863 39.901 0.08213 0.1372 0.08213 0.3015 0.09863 39.901 0.0000 0.0000 0.0000 None
3736 0.0000 0.2813 0.0000 0.2813 3.5671 11.433 0.0000 0.2813 0.0000 0.2813 3.5671 11.433 0.0000 0.0000 0.0000 None
3534 .29E-05 0.2169 .29E-05 0.2169 0.09830 9.9017 .29E-05 0.2169 .29E-05 0.2169 0.09830 9.9017 0.0000 0.0000 0.0000 None
3422 .24E-05 0.1059 .24E-05 0.1059 0.09794 9.9021 .24E-05 0.1059 .24E-05 0.1059 0.09794 9.9021 0.0000 0.0000 0.0000 None
3130 .52E-05 0.3837 .52E-05 0.3837 0.09749 19.903 .52E-05 0.3837 .52E-05 0.3837 0.09749 19.903 0.0000 0.0000 0.0000 None
3036 0.0000 4.5839 0.0000 4.5839 5.9085 14.091 0.0000 4.5839 0.0000 4.5839 5.9085 14.091 0.0000 0.0000 0.0000 None
2827 0.0000 0.4667 0.0000 0.4667 3.5603 11.440 0.0000 0.4667 0.0000 0.4667 3.5603 11.440 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 0.2821 0.0000 0.2821 5.9598 14.040 0.0000 0.2821 0.0000 0.2821 5.9598 14.040 0.0000 0.0000 0.0000 None
2930 0.0000 1.0600 0.0000 1.0600 5.9465 14.054 0.0000 1.0600 0.0000 1.0600 5.9465 14.054 0.0000 0.0000 0.0000 None
L575 0.0000 0.8521 0.0000 0.8521 5.9886 14.011 0.0000 0.8521 0.0000 0.8521 5.9886 14.011 0.0000 0.0000 0.0000 None
2117 .000041 1.0253 .000041 1.0254 0.09589 9.9041 .000041 1.0253 .000041 1.0254 0.09589 9.9041 0.0000 0.0000 0.0000 None
1714B 0.0000 1.9554 0.0000 1.9554 10.933 19.067 0.0000 1.9554 0.0000 1.9554 10.933 19.067 0.0000 0.0000 0.0000 None
4514B 0.0000 1.0253 0.0000 1.0253 10.947 19.053 0.0000 1.0253 0.0000 1.0253 10.947 19.053 0.0000 0.0000 0.0000 None
14A13 0.0000 5.8705 0.0000 5.8705 12.169 16.953 0.0000 5.8705 0.0000 5.8705 12.169 16.953 0.0000 0.0000 0.0000 None
1312 0.0000 4.8832 0.0000 4.8832 16.819 24.350 0.0000 4.8832 0.0000 4.8832 16.819 24.350 0.0000 0.0000 0.0000 None
1211 0.0000 5.7606 0.0000 5.7606 13.367 26.457 0.0000 5.7606 0.0000 5.7606 13.367 26.457 0.0000 0.0000 0.0000 None
1103 0.0000 6.8446 0.0000 6.8446 29.936 35.838 0.0000 6.8446 0.0000 6.8446 29.936 35.838 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 20.366 0.0000 20.366 29.877 34.936 0.0000 20.366 0.0000 20.366 29.877 34.936 0.0000 0.0000 0.0000 None
5248 0.08209 0.1759 0.08209 0.3401 0.09825 29.902 0.08209 0.1759 0.08209 0.3401 0.09825 29.902 0.0000 0.0000 0.0000 None
4845 .000433 1.8006 .000433 1.8015 0.08386 9.9161 .000433 1.8006 .000433 1.8015 0.08386 9.9161 0.0000 0.0000 0.0000 None
4250 0.4229 0.3394 0.4229 1.1852 0.09691 49.903 0.4229 0.3394 0.4229 1.1852 0.09691 49.903 0.0000 0.0000 0.0000 None
5338 0.5710 0.6278 0.5710 1.7698 0.09509 34.905 0.5710 0.6278 0.5710 1.7698 0.09509 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 4.2169 0.0000 4.2169 5.9109 14.089 0.0000 4.2169 0.0000 4.2169 5.9109 14.089 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 8.9153 7.0210 66.0000 17.5000 17.4016 17.4016 5.0000 17.4016 17.4016 5.0000 34.8032 34.8032
5047 5.7334 4.6249 47.0000 9.9000 9.8099 9.8099 9.8000 0.0099 0.0099 0.0000 9.8197 9.8197
5114b 4.8120 3.0091 50.0000 9.9000 9.8036 9.8036 9.8000 0.0036 0.0036 0.0000 9.8071 9.8071
4342 9.2150 7.3190 55.0000 20.0000 19.9014 19.9014 5.0000 19.9014 19.9014 5.0000 39.8027 39.8027
3736 7.0463 5.5657 50.0000 11.4000 7.8329 7.8329 7.9000 0.0329 0.0329 0.1000 7.8657 7.8657
3534 4.2122 4.1157 10.0000 9.9000 9.8017 9.8017 9.8000 0.0017 0.0017 0.0000 9.8034 9.8034
3422 4.1157 3.4036 40.0000 9.9000 9.8021 9.8021 9.8000 0.0021 0.0021 0.0000 9.8041 9.8041
3130 7.5145 5.7102 55.0000 19.9000 19.8025 19.8025 19.8000 0.0025 0.0025 0.0000 19.8050 19.8050
3036 5.6882 5.7005 18.0000 14.0000 8.0915 8.0915 8.1000 0.0915 0.0915 0.1000 8.1830 8.1830
2827 8.3561 6.7551 50.0000 11.4000 7.8397 7.8397 7.9000 0.0397 0.0397 0.1000 7.8795 7.8795
2726 6.5405 6.5405 10.0000 19.9000 19.8000 19.8000 19.8000 -19.8000 -19.8000 0.0000 0.0000 0.0000
2629 6.5405 6.4753 45.0000 14.0000 8.0402 8.0402 8.1000 0.0402 0.0402 0.1000 8.0804 8.0804
2930 6.4753 5.6946 48.0000 14.0000 8.0535 8.0535 8.1000 0.0535 0.0535 0.1000 8.1071 8.1071
L575 4.7913 3.4663 60.0000 10.0000 4.0114 4.0114 9.9000 4.0114 4.0114 9.9000 8.0228 8.0228
2117 3.0300 2.9680 10.0000 9.9000 9.8041 9.8041 9.8000 0.0041 0.0041 0.0000 9.8082 9.8082
1714B 2.9034 2.9281 28.0000 19.0000 8.0674 8.0674 8.1000 0.0674 0.0674 0.1000 8.1347 8.1347
4514B 3.5734 2.9281 24.0000 19.0000 8.0529 8.0529 8.1000 0.0529 0.0529 0.1000 8.1057 8.1057
14A13 2.3224 2.4103 10.0000 13.6000 1.4306 1.4306 1.6000 3.3531 3.3531 6.4000 4.7838 4.7838
1312 2.3224 2.1661 14.0000 19.0000 2.1813 2.1813 3.1000 5.3495 5.3495 6.6000 7.5308 7.5308
1211 2.1661 1.8506 37.0000 16.9000 3.5334 3.5334 5.5000 9.5573 9.5573 13.6000 13.0907 13.0907
1103 1.8506 1.5890 35.0000 33.1000 3.1643 3.1643 3.8000 2.7384 2.7384 3.9000 5.9027 5.9027
0912 2.6805 2.1661 55.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0811 1.8506 1.8506 55.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0201 1.5606 1.4397 10.0000 33.1000 3.2229 3.2229 3.8000 1.8356 1.8356 2.0000 5.0585 5.0585
5248 7.0210 4.8161 58.0000 15.0000 14.9018 14.9018 5.0000 14.9018 14.9018 5.0000 29.8035 29.8035
4845 4.6279 3.5734 60.0000 9.9000 9.8161 9.8161 9.8000 0.0161 0.0161 0.0000 9.8323 9.8323
4250 7.3190 5.7334 58.0000 25.0000 24.9031 24.9031 5.0000 24.9031 24.9031 5.0000 49.8062 49.8062
5338 8.5162 6.0582 78.0000 17.5000 17.4049 17.4049 5.0000 17.4049 17.4049 5.0000 34.8098 34.8098
3851 6.0582 4.8120 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 3.9621 3.9621 25.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
4645o 3.9620 3.5734 33.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
3836o 6.0582 5.7005 40.0000 14.0000 8.0891 8.0891 8.1000 0.0891 0.0891 0.1000 8.1782 8.1782
3635o 4.2122 4.2122 20.0000 19.6000 0.0000 0.0000 5.2000 0.0000 0.0000 6.5000 0.0000 0.0000
2217o 2.2660 2.2660 35.0000 11.0000 0.0000 0.0000 0.1000 0.0000 0.0000 4.0000 0.0000 0.0000
2019o 4.7593 4.7593 30.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
1918o 2.4983 2.4983 110.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
1817o 2.2660 2.2660 22.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
1009o 2.6805 2.6805 50.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0706o 3.8309 3.8309 30.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0604o 2.1795 2.1795 57.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0504o 2.1795 2.1795 63.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0403o 1.5890 1.5890 20.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0302o 1.5606 1.5606 10.0000 37.0000 8.0000 8.0000 8.0000 -8.0000 -8.0000 0.0000 0.0000 0.0000
14a14bo 2.4103 2.4103 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 0.0339 94.9040 0.1507 0.2405 ## N54 8.9000 8.9153
5047 0.1214 363.6185 0.4179 0.3042 ## N53 8.5000 8.5162
5114b 0.0276 64.3628 0.2629 0.0262 ## N52 7.0000 7.0210
4342 0.0382 93.1078 0.2406 0.1803 ## N38 5.0000 6.0582
3736 0.0490 100.9571 0.6880 0.1098 ## N51 3.8000 4.8120
3534 0.0181 31.7569 0.1369 0.2074 ## N48 3.6000 4.6279
3422 0.0141 31.9027 0.1398 0.0182 ## N50 4.7000 5.7334
3130 0.0694 151.0854 0.2792 0.0760 ## N47 3.6000 4.4402
3024 0.3971 1021.9261 2.7152 2.6738 ## N46 3.0000 3.9621
3036 -0.0936 -342.8543 -0.1682 9.6548 ## N45 2.5000 3.5734
2827 0.0851 173.7826 0.8117 0.1802 ## N43 9.2000 9.2150
2726 0.0000 0.0000 0.0000 0.5467 ## N42 7.3000 7.3190
2629 0.0057 24.4967 0.0797 3.6554 ## N37 7.0000 7.0463
2930 0.1364 315.4703 0.7062 0.8857 ## N36 4.4700 5.7005
2725 0.2321 481.9392 2.1811 2.1102 ## N35 3.2000 4.2122
2524 0.2414 482.4503 2.4523 1.8429 ## N34 4.1000 4.1157
2422 0.6093 1506.9009 2.1030 11.2307 ## N31 7.5000 7.5145
L575 0.1257 273.9260 0.3852 0.9525 ## N30 4.2000 5.3421
2117 0.0783 150.8571 0.3249 0.8405 ## N29 6.4000 6.4753
1714B -0.0525 -22.8136 -0.1720 8.3249 ## N28 8.3000 8.3561
1716 1.3381 3234.4378 2.0895 21.8760 ## N27 5.3500 6.4227
1615 0.9336 2990.7925 2.0731 12.4758 ## N26 6.5000 6.5405
1614A 0.4044 247.4906 0.8788 4.5770 ## N25 4.8700 5.1891
4514B 0.1691 177.8850 0.9024 0.5402 ## N24 2.5900 3.3018
4515 0.1773 790.1825 2.4814 1.5965 ## N23 4.7000 4.7913
1502 1.1025 3786.6846 2.4075 40.0414 ## N22 1.8600 2.6834
14A13 -0.5224 -467.9340 -0.3304 14.3641 ## N21 2.0000 3.0300
1312 0.5194 470.0513 0.3172 23.6409 ## N20 6.0000 6.2181
1211 0.5237 478.5293 0.2455 82.8159 ## N19 4.5000 4.7593
1103 0.5947 838.3253 0.3215 65.2747 ## N18 1.9000 2.4983
0912 0.0000 0.0000 0.0000 3.3179 ## N17 1.7500 2.2660
0908 0.0753 157.1231 0.9840 2.9525 ## N16 1.3400 2.5247
0811 0.0000 0.0000 0.0000 0.0000 ## N15 1.2100 2.1085
0804 0.1432 305.2526 0.9610 7.6508 ## N14B 1.8000 2.9281
0201 2.2418 6132.1062 1.2979 17.2703 ## N14A 1.6000 2.4103
5248 0.0645 193.8807 0.2070 0.1280 ## N13 1.8600 2.3224
4845 0.0973 285.3431 0.3149 1.9216 ## N12 1.6800 2.1661
4250 0.0855 220.2643 0.3318 1.0028 ## N11 1.3400 1.8506
5338 0.0414 108.8722 0.2884 1.5651 ## N10 3.6000 3.7637
3851 0.0000 0.0000 0.0000 0.0127 ## N9 2.5000 2.6805
4746o 0.0000 0.0000 0.0000 0.0000 ## N8 2.0000 2.3710
4746u 0.0899 527.5983 1.4063 2.4028 ## N7 4.0000 4.2095
4645o 0.0000 0.0000 0.0000 0.3020 ## N6 3.5000 3.8309
4645u 0.0899 528.0918 1.2533 3.1164 ## N5 3.3000 3.4437
3836o 0.0603 231.5662 0.1156 7.4823 ## N4 1.7000 2.1795
3635o 0.0000 0.0000 0.0000 0.0000 ## N3 1.1000 1.5890
2217o 0.0000 0.0000 0.0000 0.0000 ## N2 1.0500 1.5606
2217u 0.7919 1908.7956 1.9861 13.6481 ## N1 0.9300 1.4397
2019o 0.0000 0.0000 0.0000 0.0000 ##
2019u 0.1932 479.0451 2.2829 0.4426 ##
1918o 0.0000 0.0000 0.0000 0.0000 ##
1918u 0.3657 857.2659 1.9213 4.8661 ##
1817o 0.0000 0.0000 0.0000 0.0000 ##
1817u 0.4531 1091.6135 1.7049 5.9487 ##
1009o 0.0000 0.0000 0.0000 0.0000 ##
1009u 0.0772 156.7129 1.5844 0.3997 ##
0706o 0.0000 0.0000 0.0000 0.0000 ##
0706u 0.0677 141.9315 1.1427 1.2663 ##
0604o 0.0000 0.0000 0.0000 0.0000 ##
0604u 0.2639 594.7403 2.4840 1.6347 ##
0504o 0.0000 0.0000 0.0000 0.0000 ##
0504u 0.0737 151.2104 1.4689 1.1006 ##
0403o 0.0000 0.0000 0.0000 0.0000 ##
0403u 0.6160 1351.9886 2.1145 4.5870 ##
0302o 0.0000 0.0000 0.0000 0.0000 ##
0302u 0.3678 2195.4184 0.4918 22.4879 ##
14a14bo 0.0000 0.0000 0.0000 0.0000 ##
14a14bu 0.1421 219.5463 1.9867 0.7145 ##
FREE # 1 2.2418 6133.1372 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 0.0339 94.9040
N50 N47 0.1214 363.6185
N51 N14B 0.0276 64.3628
N43 N42 0.0382 93.1078
N37 N30 0.0490 100.9571
N35 N34 0.0181 31.7569
N34 N22 0.0141 31.9027
N31 N30 0.0694 151.0854
N30 N24 0.3971 1021.9261
N30 N36 -0.0936 -342.8543
N28 N27 0.0851 173.7826
N26 N29 0.0057 24.4967
N29 N30 0.1364 315.4703
N27 N25 0.2321 481.9392
N25 N24 0.2414 482.4503
N24 N22 0.6093 1506.9009
N23 N22 0.1257 273.9260
N21 N17 0.0783 150.8571
N17 N14B -0.0525 -22.8136
N17 N16 1.3381 3234.4378
N16 N15 0.9336 2990.7925
N16 N14A 0.4044 247.4906
N45 N14B 0.1691 177.8850
N45 N15 0.1773 790.1825
N15 N2 1.1025 3786.6846
N13 N14A 0.5224 467.9340
N13 N12 0.5194 470.0513
N12 N11 0.5237 478.5293
N11 N3 0.5947 838.3253
N9 N8 0.0753 157.1231
N8 N4 0.1432 305.2526
N2 N1 2.2418 6132.1062
N52 N48 0.0645 193.8807
N48 N45 0.0973 285.3431
N42 N50 0.0855 220.2643
N53 N38 0.0414 108.8722
N47 N46 0.1799 527.5983
N46 N45 0.1799 528.0918
N38 N36 0.0603 231.5662
N22 N17 0.7919 1908.7956
N20 N19 0.1932 479.0451
N19 N18 0.3657 857.2659
N18 N17 0.4531 1091.6135
N10 N9 0.0772 156.7129
N7 N6 0.0677 141.9315
N6 N4 0.2639 594.7403
N5 N4 0.0737 The text continues on section 5.