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e5y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:55.
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 74.2000 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 2036 540 N54#2 1980 540 N52#1 2784 540
N52#2 4112 1080 N48#1 2784 540 N48#2 1984 540
N43#1 1992 540 N43#2 1988 540 N42#1 2784 540
N42#2 1980 540 N50#1 2784 540 N50#2 1980 540
N47#1 2036 540 N47#2 3948 1080 N45#1 2040 540
N45#2 3964 1080 N53#1 1664 540 N53#2 1984 540
N38#1 2008 540 N38#2 1980 540 N37#1 2008 540
N37#2 4024 1080 N31#1 2008 540 N31#2 4024 1080
N28#1 2008 540 N28#2 4024 1080 N27#1 2000 540
N27#2 3956 1080 N35#1 2032 540 N35#2 2028 540
N23#1 2004 540 N23#2 4040 1080 N22#1 2000 540
N22#2 1988 540 N21#1 1992 540 N21#2 4012 1080
N20#1 1920 540 N20#2 1680 540 N19#1 2016 540
N19#2 3904 1080 N18#1 1988 540 N18#2 3936 1080
N17#1 2020 540 N17#2 4024 1080 N10#1 2008 540
N10#2 1980 540 N8#1 2004 540 N8#2 1944 540
N7#1 2000 540 N7#2 1952 540 N6#1 1980 540
N6#2 1812 540 N5#1 2004 540 N5#2 1964 540
N4#1 2000 540 N4#2 1944 540 N11#1 1812 540
N11#2 3944 1080 N2#1 1992 540 N2#2 3956 1080
N26#1 1996 540 N26#2 1912 540 N29#1 2016 540
N29#2 3992 1080 N30#1 2020 540 N30#2 4040 1080
N36#1 2012 540 N36#2 4024 1080 N51#1 2784 540
N51#2 1992 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 74.2000 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) 9.955414E+03 74.200
Total Infiltration 2.272589E+02 1.694
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 9.729122E+03 72.513
Total Water remaining in Surface Storage 3.932707E+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......... 9.960314E+03 74.237
Total Precipitation + Initial Storage. 9.955414E+03 74.200
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............... -0.0492
****************************************************
* 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.............. 9.729122E+03 72.513
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.................. 9.725806E+03 72.489
Initial Storage + Inflow.................... 9.729122E+03 72.513
Final Storage + Outflow + Diverted GW....... 9.725806E+03 72.489
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0341
##################################################
# 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).... 74.20000 74.20000 74.20000 74.20000 74.20000 74.20000
Max Intensity (mm/hr).. 148.69680 148.69680 148.69680 148.69680 148.69680 148.69680
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 71.23621 0.00000 71.24255 0.00000 71.24337
Total Losses (mm)...... 0.00000 2.93960 0.00000 2.93720 0.00000 2.93687
Remaining Depth (mm)... 0.00000 0.02419 0.00000 0.02024 0.00000 0.01976
Peak Runoff Rate (cms). 0.00000 0.07439 0.00000 0.07272 0.00000 0.06972
Total Impervious Area
---------------------
Total Runoff Depth (mm) 74.29703 0.00000 74.20443 74.34235 74.20469 0.00000
Peak Runoff Rate (cms). 0.00041 0.00000 0.00041 0.00833 0.00041 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 74.29703 0.00000 74.20443 74.34235 74.20469 0.00000
Peak Runoff Rate (cms). 0.00041 0.00001 0.00041 0.00833 0.00041 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) 74.29703 71.23621 74.20443 71.52154 74.20469 71.24337
Peak Runoff Rate (cms). 0.00041 0.07439 0.00041 0.08105 0.00041 0.06972
Unit Runoff (mm/hr).... 149.52065 127.37740 149.93563 131.34048 149.93563 129.78143
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).... 74.20000 74.20000 74.20000 74.20000 74.20000 74.20000
Max Intensity (mm/hr).. 148.69680 148.69680 148.69680 148.69680 148.69680 148.69680
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 71.24760 0.00000 71.23296 0.00000 71.24120
Total Losses (mm)...... 0.00000 2.93501 0.00000 2.94068 0.00000 2.93775
Remaining Depth (mm)... 0.00000 0.01739 0.00000 0.02636 0.00000 0.02105
Peak Runoff Rate (cms). 0.00000 0.07521 0.00000 0.10058 0.00000 0.10771
Total Impervious Area
---------------------
Total Runoff Depth (mm) 74.21945 0.00000 74.20478 0.00000 74.20997 0.00000
Peak Runoff Rate (cms). 0.00037 0.00000 0.00041 0.00000 0.00041 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 74.21945 0.00000 74.20478 0.00000 74.20997 0.00000
Peak Runoff Rate (cms). 0.00037 0.00001 0.00041 0.00001 0.00041 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) 74.21945 71.24760 74.20478 71.23296 74.20997 71.24120
Peak Runoff Rate (cms). 0.00037 0.07521 0.00041 0.10058 0.00041 0.10771
Unit Runoff (mm/hr).... 134.86064 131.25078 149.93562 126.32966 149.93562 129.04166
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).... 74.20000 74.20000 74.20000 74.20000 74.20000 74.20000
Max Intensity (mm/hr).. 148.69680 148.69680 148.69680 148.69680 148.69680 148.69680
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 71.20311 0.00000 71.21153 0.00000 71.24643
Total Losses (mm)...... 0.00000 2.94738 0.00000 2.94595 0.00000 2.93554
Remaining Depth (mm)... 0.00000 0.04951 0.00000 0.04252 0.00000 0.01803
Peak Runoff Rate (cms). 0.00000 0.08808 0.00000 0.08255 0.00000 0.08398
Total Impervious Area
---------------------
Total Runoff Depth (mm) 74.31018 74.28630 74.31525 74.29126 74.02785 0.00000
Peak Runoff Rate (cms). 0.01485 0.02439 0.01362 0.02251 0.00027 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 74.31018 74.28630 74.31525 74.29126 74.02785 0.00000
Peak Runoff Rate (cms). 0.01485 0.02439 0.01362 0.02251 0.00027 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) 74.31018 71.75809 74.31525 71.76588 74.02785 71.24643
Peak Runoff Rate (cms). 0.01485 0.11247 0.01362 0.10506 0.00027 0.08398
Unit Runoff (mm/hr).... 149.78890 123.71835 149.84332 125.44743 99.24810 130.84067
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).... 74.20000 74.20000 74.20000 74.20000 74.20000 74.20000
Max Intensity (mm/hr).. 148.69680 148.69680 148.69680 148.69680 148.69680 148.69680
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 71.23128 0.00000 71.25223 0.00000 71.25434
Total Losses (mm)...... 0.00000 2.94120 0.00000 2.93275 0.00000 2.93164
Remaining Depth (mm)... 0.00000 0.02752 0.00000 0.01502 0.00000 0.01402
Peak Runoff Rate (cms). 0.00000 0.08664 0.00000 0.03331 0.00000 0.05076
Total Impervious Area
---------------------
Total Runoff Depth (mm) 74.23721 0.00000 74.24144 74.29320 74.24141 74.29543
Peak Runoff Rate (cms). 0.01668 0.00000 0.03523 0.01605 0.05166 0.02434
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 74.23721 0.00000 74.24144 74.29320 74.24141 74.29543
Peak Runoff Rate (cms). 0.01668 0.00047 0.03523 0.01605 0.05166 0.02434
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) 74.23721 71.23128 74.24144 72.16452 74.24141 72.16667
Peak Runoff Rate (cms). 0.01668 0.08664 0.03523 0.04936 0.05166 0.07510
Unit Runoff (mm/hr).... 140.82453 125.79992 142.07821 137.83358 142.06941 138.37558
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).... 74.20000 74.20000 74.20000 74.20000 74.20000 74.20000
Max Intensity (mm/hr).. 148.69680 148.69680 148.69680 148.69680 148.69680 148.69680
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 71.25159 0.00000 71.21507 0.00000 71.31929
Total Losses (mm)...... 0.00000 2.93308 0.00000 2.94526 0.00000 2.87913
Remaining Depth (mm)... 0.00000 0.01533 0.00000 0.03967 0.00000 0.00158
Peak Runoff Rate (cms). 0.00000 0.06221 0.00000 0.10086 0.00000 0.00851
Total Impervious Area
---------------------
Total Runoff Depth (mm) 74.24178 74.30456 74.22514 74.25283 74.28410 0.00000
Peak Runoff Rate (cms). 0.05953 0.02340 0.07879 0.06498 0.02052 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 74.24178 74.30456 74.22514 74.25283 74.28410 0.00000
Peak Runoff Rate (cms). 0.05953 0.02340 0.07879 0.06498 0.02052 0.00058
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) 74.24178 72.01483 74.22514 72.27829 74.28410 71.31929
Peak Runoff Rate (cms). 0.05953 0.08562 0.07879 0.16584 0.02052 0.00851
Unit Runoff (mm/hr).... 142.17514 136.91494 136.84621 129.45955 148.95313 147.05952
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).... 74.20000 74.20000 74.20000 74.20000 74.20000 74.20000
Max Intensity (mm/hr).. 148.69680 148.69680 148.69680 148.69680 148.69680 148.69680
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 71.28442 0.00000 71.24985 0.00000 71.26164
Total Losses (mm)...... 0.00000 2.91065 0.00000 2.93394 0.00000 2.92740
Remaining Depth (mm)... 0.00000 0.00494 0.00000 0.01621 0.00000 0.01096
Peak Runoff Rate (cms). 0.00000 0.10453 0.00000 0.07748 0.00000 0.05570
Total Impervious Area
---------------------
Total Runoff Depth (mm) 74.23068 74.27931 74.22587 0.00000 74.21945 74.25523
Peak Runoff Rate (cms). 0.00038 0.13309 0.00038 0.00000 0.00037 0.07271
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 74.23068 74.27931 74.22587 0.00000 74.21945 74.25523
Peak Runoff Rate (cms). 0.00038 0.13309 0.00038 0.00001 0.00037 0.07271
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) 74.23068 72.93161 74.22587 71.24985 74.21945 72.90811
Peak Runoff Rate (cms). 0.00038 0.23762 0.00038 0.07748 0.00037 0.12841
Unit Runoff (mm/hr).... 138.72999 145.94858 137.09791 132.03875 134.86064 141.25417
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).... 74.20000 74.20000 74.20000 74.20000 74.20000 74.20000
Max Intensity (mm/hr).. 148.69680 148.69680 148.69680 148.69680 148.69680 148.69680
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 71.08007 0.00000 71.19172 0.00000 71.19286
Total Losses (mm)...... 0.00000 2.95552 0.00000 2.94895 0.00000 2.94881
Remaining Depth (mm)... 0.00000 0.16440 0.00000 0.05933 0.00000 0.05833
Peak Runoff Rate (cms). 0.00000 0.08533 0.00000 0.14638 0.00000 0.12353
Total Impervious Area
---------------------
Total Runoff Depth (mm) 74.16962 0.00000 74.25324 74.24124 74.21391 74.31334
Peak Runoff Rate (cms). 0.24132 0.00000 0.04954 0.09681 0.03296 0.01775
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 74.16962 0.00000 74.25324 74.24124 74.21391 74.31334
Peak Runoff Rate (cms). 0.24132 0.00683 0.04954 0.09681 0.03296 0.01775
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) 74.16962 71.08007 74.25324 72.25905 74.21391 71.50491
Peak Runoff Rate (cms). 0.24132 0.08533 0.04954 0.24319 0.03296 0.14127
Unit Runoff (mm/hr).... 120.16606 98.95918 145.01911 124.86385 132.93089 119.26195
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).... 74.20000 74.20000 74.20000 74.20000 74.20000 74.20000
Max Intensity (mm/hr).. 148.69680 148.69680 148.69680 148.69680 148.69680 148.69680
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 71.23020 0.00000 71.23056 0.00000 71.22078
Total Losses (mm)...... 0.00000 2.94153 0.00000 2.94142 0.00000 2.94402
Remaining Depth (mm)... 0.00000 0.02827 0.00000 0.02802 0.00000 0.03521
Peak Runoff Rate (cms). 0.00000 0.03422 0.00000 0.03805 0.00000 0.03380
Total Impervious Area
---------------------
Total Runoff Depth (mm) 74.25714 74.33399 74.23724 0.00000 74.23187 0.00000
Peak Runoff Rate (cms). 0.01084 0.00454 0.08923 0.00000 0.08432 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 74.25714 74.33399 74.23724 0.00000 74.23187 0.00000
Peak Runoff Rate (cms). 0.01084 0.00454 0.08923 0.00253 0.08432 0.00239
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) 74.25714 71.54058 74.23724 71.23056 74.23187 71.22078
Peak Runoff Rate (cms). 0.01084 0.03876 0.08923 0.03805 0.08432 0.03380
Unit Runoff (mm/hr).... 145.79888 127.91046 140.83367 125.57745 139.12572 122.68363
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).... 74.20000 74.20000 74.20000 74.20000 74.20000 74.20000
Max Intensity (mm/hr).. 148.69680 148.69680 148.69680 148.69680 148.69680 148.69680
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 71.22185 0.00000 71.16720 0.00000 71.22745
Total Losses (mm)...... 0.00000 2.94376 0.00000 2.95137 0.00000 2.94232
Remaining Depth (mm)... 0.00000 0.03439 0.00000 0.08143 0.00000 0.03024
Peak Runoff Rate (cms). 0.00000 0.03320 0.00000 0.09017 0.00000 0.03536
Total Impervious Area
---------------------
Total Runoff Depth (mm) 74.23030 0.00000 74.20146 0.00000 74.23471 0.00000
Peak Runoff Rate (cms). 0.08018 0.00000 0.24374 0.00000 0.08680 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 74.23030 0.00000 74.20146 0.00000 74.23471 0.00000
Peak Runoff Rate (cms). 0.08018 0.00227 0.24374 0.00690 0.08680 0.00246
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) 74.23030 71.22185 74.20146 71.16720 74.23471 71.22745
Peak Runoff Rate (cms). 0.08018 0.03320 0.24374 0.09017 0.08680 0.03536
Unit Runoff (mm/hr).... 138.60306 122.98722 128.78849 110.95019 140.04359 124.62392
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).... 74.20000 74.20000 74.20000 74.20000 74.20000 74.20000
Max Intensity (mm/hr).. 148.69680 148.69680 148.69680 148.69680 148.69680 148.69680
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 71.22038 0.00000 71.19738 0.00000 71.20295
Total Losses (mm)...... 0.00000 2.94411 0.00000 2.94822 0.00000 2.94741
Remaining Depth (mm)... 0.00000 0.03551 0.00000 0.05440 0.00000 0.04965
Peak Runoff Rate (cms). 0.00000 0.06551 0.00000 0.23750 0.00000 0.09664
Total Impervious Area
---------------------
Total Runoff Depth (mm) 74.22987 0.00000 74.13338 74.32626 74.21945 74.31838
Peak Runoff Rate (cms). 0.17317 0.00000 0.00031 0.02650 0.00037 0.01362
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 74.22987 0.00000 74.13338 74.32626 74.21945 74.31838
Peak Runoff Rate (cms). 0.17317 0.00490 0.00031 0.02650 0.00037 0.01362
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) 74.22987 71.22038 74.13338 71.44769 74.21945 71.51449
Peak Runoff Rate (cms). 0.17317 0.06551 0.00031 0.26400 0.00037 0.11026
Unit Runoff (mm/hr).... 138.45964 122.57197 113.04669 119.49195 134.86064 121.28817
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).... 74.20000 74.20000 74.20000 74.20000 74.20000 74.20000
Max Intensity (mm/hr).. 148.69680 148.69680 148.69680 148.69680 148.69680 148.69680
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 71.20118 0.00000 71.22872 0.00000 71.26376
Total Losses (mm)...... 0.00000 2.94767 0.00000 2.94196 0.00000 2.92605
Remaining Depth (mm)... 0.00000 0.05114 0.00000 0.02932 0.00000 0.01019
Peak Runoff Rate (cms). 0.00000 0.01135 0.00000 0.09987 0.00000 0.04101
Total Impervious Area
---------------------
Total Runoff Depth (mm) 74.21964 0.00000 74.25059 74.24903 74.25652 74.31275
Peak Runoff Rate (cms). 0.00855 0.00000 0.05252 0.08335 0.03692 0.01660
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 74.21964 0.00000 74.25059 74.24903 74.25652 74.31275
Peak Runoff Rate (cms). 0.00855 0.00024 0.05252 0.08335 0.03692 0.01660
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) 74.21964 71.20118 74.25059 72.49725 74.25652 72.08699
Peak Runoff Rate (cms). 0.00855 0.01135 0.05252 0.18321 0.03692 0.05761
Unit Runoff (mm/hr).... 134.92598 117.70408 144.43422 133.01440 145.68152 140.36147
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).... 74.20000 74.20000 74.20000 74.20000
Max Intensity (mm/hr).. 148.69680 148.69680 148.69680 148.69680
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 71.25000 0.00000 71.25374
Total Losses (mm)...... 0.00000 2.93387 0.00000 2.93196
Remaining Depth (mm)... 0.00000 0.01613 0.00000 0.01430
Peak Runoff Rate (cms). 0.00000 0.04516 0.00000 0.05255
Total Impervious Area
---------------------
Total Runoff Depth (mm) 74.24258 74.29793 74.20611 0.00000
Peak Runoff Rate (cms). 0.04119 0.01891 0.00041 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 74.24258 74.29793 74.20611 0.00000
Peak Runoff Rate (cms). 0.04119 0.01891 0.00041 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) 74.24258 72.07294 74.20611 71.25374
Peak Runoff Rate (cms). 0.04119 0.06407 0.00041 0.05255
Unit Runoff (mm/hr).... 142.40058 136.80553 149.93563 133.40869
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity See the original
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Full text of sections 2 to 4 (of 5)
Section 2
(mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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160.000 = =
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| ##### |
| # # |
| # # |
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120.000 = # # =
| # # |
| ##### # # |
RAINFALL | # # # # |
| # # # # |
IN | # # # # |
| # # # # |
MM/HR | # # # ##### |
| # # # # |
| # # # # |
80.000 = ###### # # # # =
| # # # # # # |
| # # # # # # |
| # # # # # # |
| # # # # # # |
| ##### # # # # # |
| # # # # # # |
| # # # ##### # |
| # # # # |
| # # # ########## |
40.000 = # ##### ##### =
| # # |
##### # ##### |
# # # ##### |
# # # ###### |
# ##### # |
# ######### |
# # |
# ##### |
# # |
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 140.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.9952 7.4879 0.0000
N51 3.2619 8.1548 30.0000
N48 2.9246 7.3115 40.0000
N50 2.8384 7.0960 65.0000
N47 1.4674 3.6685 565.0000
N46 2.2443 5.6107 17190.0000
N45 1.8691 4.6727 20.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 2.6951 6.7378 25.0000
N35 3.6686 9.1714 5.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 0.2043 0.5106 765.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 2.9032 7.2580 470.0000
N26 50.0000 50.0000 0.0000
N25 2.9562 7.3905 5.0000
N24 1.1982 2.9954 25.0000
N23 36.6280 50.0000 0.0000
N22 2.7745 6.9363 15.0000
N21 2.3796 5.9491 100.0000
N20 32.5989 50.0000 0.0000
N19 24.2605 50.0000 0.0000
N18 1.5169 3.7921 495.0000
N17 6.4371 16.0929 0.0000
N16 4.9122 12.2804 0.0000
N15 12.0784 30.1961 0.0000
N14B 0.5787 1.4466 800.0000
N14A 13.2997 33.2492 0.0000
N13 34.2030 50.0000 0.0000
N12 48.8771 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N10 17.0721 42.6802 0.0000
N9 4.0902 10.2255 50.0000
N8 4.3023 10.7558 80.0000
N7 1.0538 2.6346 330.0000
N6 0.8780 2.1950 40.0000
N5 3.7554 9.3884 345.0000
N4 13.9046 34.7614 0.0000
N3 43.8550 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...N46
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 6.9167 0.0003 0.0180 Normal Soln
5047 40.8739 40.8739 50.0000 0.0000 0.0051 0.1629 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0397 0.0551 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0004 0.0144 Normal Soln
3736 40.8224 40.8224 50.0000 0.0000 0.0009 0.0160 Normal Soln
3534 12.8420 12.8420 39.6307 0.0000 0.0008 0.0357 Normal Soln
3422 50.0000 50.0000 50.0000 0.0000 0.0004 0.0234 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0025 0.0264 Normal Soln
3024 7.3919 7.3919 17.2981 0.0000 -0.0136 2.4839 Normal Soln
3036 14.9986 14.9986 50.0000 0.0000 0.0157 0.1054 Normal Soln
2827 33.3529 33.3529 50.0000 0.0000 0.0009 0.0264 Normal Soln
2726 9.9005 9.9005 50.0000 0.0000 0.0424 0.0247 Normal Soln
2629 42.8872 42.8872 50.0000 0.0000 0.0012 0.1031 Normal Soln
2930 31.7910 31.7910 50.0000 0.0000 0.0026 0.0669 Normal Soln
2725 5.0093 5.0093 12.8050 0.0000 0.0034 3.6778 Normal Soln
2524 15.0378 15.0378 32.6612 0.0000 -0.0026 2.7874 Normal Soln
2422 6.5221 6.5221 16.9939 0.0000 -0.0137 2.0418 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0012 0.1305 Normal Soln
2117 10.3809 10.3809 25.1890 0.0000 -0.0032 0.0655 Normal Soln
1714B 23.0679 23.0679 50.0000 0.0000 -0.0016 0.0858 Normal Soln
1716 4.8262 4.8262 13.4500 0.0000 -0.0140 1.5092 Normal Soln
1615 4.0548 4.0548 10.1479 0.0000 -0.0070 3.4291 Normal Soln
1614A 1.8512 1.8512 5.5428 10.4167 -0.0120 3.1385 Normal Soln
4514B 15.2043 15.2043 25.2987 0.0000 0.0026 0.0307 Normal Soln
4515 5.6858 5.6858 13.0268 0.0000 0.0042 2.0870 Normal Soln
1502 15.1992 15.1992 33.2520 0.0000 0.0120 4.7707 Normal Soln
14A13 4.4370 4.4370 24.5043 0.0000 0.0062 0.1431 Normal Soln
1312 6.8085 6.8085 36.1769 0.0000 0.0056 0.1449 Normal Soln
1211 19.5328 19.5328 50.0000 0.0000 0.0042 0.0905 Normal Soln
1103 15.6543 15.6543 50.0000 0.0000 0.0030 0.0638 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 11.9030 11.9030 45.7274 0.0000 -0.0016 2.3035 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0804 10.9097 10.9097 34.2402 0.0000 0.0026 2.9180 Normal Soln
0201 3.0585 3.0585 7.3206 294.8333 0.0137 0.0482 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0008 0.0353 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0013 0.1432 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0006 0.0258 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0007 0.0178 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 19.0893 19.0893 34.4261 0.0000 -0.0015 0.0141 Normal Soln
4746u 5.3773 5.3773 17.7066 0.0000 -0.0026 1.6556 Normal Soln
4645o 29.3422 29.3422 50.0000 0.0000 -0.0014 0.0156 Normal Soln
4645u 7.0730 7.0730 23.9978 0.0000 0.0031 2.2984 Normal Soln
3836o 34.0609 34.0609 50.0000 0.0000 0.0006 0.0245 Normal Soln
3635o 25.2174 25.2174 50.0000 0.0000 0.0010 0.0034 Normal Soln
2217o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2217u 5.9290 5.9290 16.5993 0.0000 -0.0119 3.8307 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 6.8708 6.8708 12.1535 0.0000 0.0022 1.2370 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 18.5037 18.5037 45.0636 0.0000 -0.1177 1.8275 Normal Soln
1817o 16.4662 16.4662 43.4120 0.0000 0.0064 0.0714 Normal Soln
1817u 4.0522 4.0522 10.3919 0.0000 -0.0090 3.7819 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 12.0856 12.0856 30.4178 0.0000 -0.0054 1.5974 Normal Soln
0706o 46.9913 46.9913 50.0000 0.0000 0.0023 0.0066 Normal Soln
0706u 6.8453 6.8453 24.7904 0.0000 0.0022 3.1501 Normal Soln
0604o 46.3585 46.3585 50.0000 0.0000 0.0121 0.0280 Normal Soln
0604u 9.6267 9.6267 20.4894 0.0000 0.0023 2.9676 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 14.2903 14.2903 38.0688 0.0000 0.0024 2.5363 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 3.9210 3.9210 8.5142 0.0000 0.0085 1.3952 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.1548 3.1548 15.0529 0.0000 0.0031 0.4527 Normal Soln
14a14bo 16.1018 16.1018 35.6750 0.0000 -0.0019 0.0022 Normal Soln
14a14bu 1.9107 1.9107 5.2565 47.8333 0.0087 2.7326 Normal Soln
The conduit with the smallest time step limitation was..0201
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................1918u
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.01 / 6.01/ N51/ 1.00 / 4.80/ N48/ 1.00 / 4.60/
N50/ 1.00 / 5.70/ N47/ 0.00 / 3.60/ N46/ 0.00 / 3.00/
N45/ 0.00 / 2.50/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.15 / 5.62/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.01 / 4.21/
N29/ 0.01 / 6.41/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.02 / 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/ 0.52 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.09 / 2725/ 0.16 /
2524/ 0.20 / 2422/ 0.30 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.39 /
1615/ 0.22 / 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/ 0.11 / 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/ 0.33 / 1918o/ 0.00 /
1918u/ 0.22 / 1817o/ 0.00 / 1817u/ 0.18 /
1009o/ 0.00 / 1009u/ 0.11 / 0706o/ 0.00 /
0706u/ 0.07 / 0604o/ 0.00 / 0604u/ 0.24 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.30 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.44 / 5047/ 0.27 / 5114b/ 0.06 /
4342/ 0.30 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.07 / 3024/ 0.18 /
3036/ 3.32 / 2827/ 0.03 / 2726/ 8.93 /
2629/ 0.50 / 2930/ 0.22 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.04 / 1714B/ 1.67 / 1716/ 0.41 /
1615/ 0.30 / 1614A/ 0.33 / 4514B/ 0.06 /
4515/ 0.15 / 1502/ 0.33 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.12 /
0912/ 0.13 / 0908/ 0.15 / 0811/ 0.01 /
0804/ 0.18 / 0201/ 0.32 / 5248/ 0.38 /
4845/ 0.27 / 4250/ 0.42 / 5338/ 2.48 /
3851/ 0.04 / 4746o/ 0.01 / 4746u/ 0.12 /
4645o/ 0.02 / 4645u/ 0.12 / 3836o/ 3.37 /
3635o/ 0.00 / 2217o/ 0.14 / 2217u/ 0.29 /
2019o/ 0.00 / 2019u/ 0.18 / 1918o/ 0.13 /
1918u/ 0.24 / 1817o/ 0.20 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.09 /
0706u/ 0.12 / 0604o/ 0.15 / 0604u/ 0.15 /
0504o/ 0.00 / 0504u/ 0.12 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.00 / 0302u/ 1.50 /
14a14bo/ 0.00 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.01 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.01 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / 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/ 3.99 / N51/ 5.20 / N48/ 5.40 /
N50/ 4.30 / N47/ 6.40 / N46/ 7.00 /
N45/ 7.50 / N43/ 0.80 / N42/ 2.70 /
N37/ 3.00 / N36/ 4.38 / N35/ 5.80 /
N34/ 5.90 / N31/ 2.50 / N30/ 5.79 /
N29/ 3.59 / 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/ 0.03 /
N38/ 1.08 / N51/ 1.02 / N48/ 1.04 /
N50/ 1.04 / N47/ 1.07 / N46/ 1.07 /
N45/ 1.11 / N43/ 0.02 / N42/ 0.02 /
N37/ 0.06 / N36/ 1.34 / N35/ 1.03 /
N34/ 0.03 / N31/ 0.02 / N30/ 1.61 /
N29/ 0.10 / N28/ 0.07 / N27/ 1.37 /
N26/ 0.14 / N25/ 0.75 / N24/ 1.40 /
N23/ 0.11 / N22/ 1.54 / N21/ 1.04 /
N20/ 0.34 / N19/ 0.44 / N18/ 1.26 /
N17/ 1.24 / N16/ 1.63 / N15/ 1.05 /
N14B/ 1.22 / N14A/ 0.95 / N13/ 0.57 /
N12/ 0.57 / N11/ 0.70 / N10/ 0.30 /
N9/ 0.90 / N8/ 0.99 / N7/ 1.01 /
N6/ 1.03 / N5/ 0.55 / N4/ 0.77 /
N3/ 0.64 / N2/ 0.64 / N1/ 0.64 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.17 / 2827/ 0.00 / 2726/ 0.00 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.01 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.02 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.17 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.00 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Final Volume
5453/ 0.12 / 5047/ 0.10 / 5114b/ 0.03 /
4342/ 0.07 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.08 /
3036/ 3.00 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.18 / 2930/ 0.09 / 2725/ 0.01 /
2524/ 0.02 / 2422/ 0.11 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.09 /
1615/ 0.15 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.07 / 1502/ 0.54 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.05 / 1103/ 0.21 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.02 / 0201/ 0.17 / 5248/ 0.09 /
4845/ 0.13 / 4250/ 0.10 / 5338/ 0.77 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.02 / 3836o/ 6.69 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.13 /
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/ 0.37 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.02 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.01 / 1817o/ 0.00 / 1817u/ 0.01 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.21/ 2.87/
3036/ 5.62/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.41 2930/ 6.41/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.88 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/ 6.01/
3851/ 6.01/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.01/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.88/ 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........ 7901
Total number of time steps during simulation.... 5997
Ratio of actual # of time steps / NTCYC......... 1.388
Average number of iterations per time step...... 1.317
Average time step size(seconds)................ 3.602
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.466
Average minimum implicit time step (sec)........ 1.822
Average minimum junction time step (sec)........ 1.822
Average Courant Factor Tf....................... 1.822
Number of times omega reduced................... 29
*=========================================================*
| 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 6006 0 3 0 0 0
N53 0 1.00 6009 0 4 0 0 0
N52 0 1.06 6328 0 7 0 0 0
N38 0 1.05 6308 0 11 1 0 0
N51 0 1.03 6161 1 27 1 1 0
N48 0 1.11 6644 1 16 1 0 0
N50 0 1.14 6828 1 25 1 1 0
N47 0 1.22 7318 0 7 0 0 0
N46 0 1.24 7427 0 8 0 0 0
N45 0 1.38 8276 0 14 1 0 0
N43 0 1.01 6056 0 5 0 0 0
N42 0 1.08 6474 0 6 0 0 0
N37 0 1.04 6263 0 6 0 0 0
N36 0 1.30 7806 0 7 0 0 0
N35 0 1.07 6419 1 16 1 0 0
N34 0 1.08 6479 0 11 1 0 0
N31 0 1.10 6602 0 13 1 0 0
N30 0 1.42 8518 0 17 2 0 0
N29 0 1.24 7410 0 5 0 0 0
N28 0 1.12 6688 0 7 0 0 0
N27 0 1.41 8427 0 27 1 1 0
N26 0 1.15 6881 0 22 1 0 0
N25 0 1.26 7531 0 11 1 0 0
N24 0 1.37 8238 0 6 0 0 0
N23 0 1.26 7530 0 7 0 0 0
N22 0 1.30 7823 0 7 0 0 0
N21 0 1.42 8497 1 16 1 0 0
N20 0 1.14 6813 0 13 1 0 0
N19 0 1.29 7743 1 6 0 0 0
N18 0 1.41 8470 0 7 0 0 0
N17 0 1.66 9974 0 10 1 0 0
N16 0 1.64 9865 3 15 9 0 0
N15 0 1.28 7693 0 7 0 0 0
N14B 0 1.50 9014 1 17 2 0 0
N14A 0 1.67 10017 4 17 5 0 0
N13 0 1.47 8833 0 8 0 0 0
N12 0 1.34 8025 0 7 0 0 0
N11 0 1.39 8342 0 11 1 0 0
N10 0 1.11 6686 0 5 0 0 0
N9 0 1.21 7253 0 5 0 0 0
N8 0 1.22 7312 0 5 0 0 0
N7 0 1.14 6845 0 5 0 0 0
N6 0 1.36 8168 0 8 0 0 0
N5 0 1.11 6675 0 5 0 0 0
N4 0 1.44 8661 7 25 9 1 0
N3 0 1.61 9667 6 13 5 0 0
N2 0 1.50 8979 0 8 0 0 0
N1 0 1.48 8892 2 8 0 0 0
Total number of iterations for all junctions.. 364874
Minimum number of possible iterations......... 287856
Efficiency of the simulation.................. 1.27
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 8.9190 0 37 0.0000 1.0810 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5193 0 36 0.0000 1.4807 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0264 0 40 0.0000 2.9736 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0769 0 42 0.0000 3.9231 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8161 0 36 0.0000 5.1839 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6393 0 39 0.0000 5.3607 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7428 0 40 0.0000 4.2572 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6665 0 40 0.0000 5.3335 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0732 0 40 0.0000 5.9268 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6051 0 40 0.0000 6.3949 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2180 0 36 0.0000 0.7820 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3229 0 38 0.0000 2.6771 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0556 0 35 0.0000 2.9444 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8144 0 44 0.0000 4.1856 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2275 0 44 0.0000 5.7725 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1320 0 46 0.0000 5.8680 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5179 0 35 0.0000 2.4821 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8135 0 43 0.0000 4.1865 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5033 0 36 0.0000 3.4967 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3675 0 35 0.0000 1.6325 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7171 0 35 0.0000 3.2829 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.6370 0 37 0.0000 3.3630 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6250 0 36 0.3800 4.3750 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 3.9945 0 37 0.6845 6.0055 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8095 0 35 0.0000 5.1905 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.4009 0 36 0.0000 6.5991 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0390 0 35 0.0000 6.9610 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.3388 0 35 0.0000 3.6612 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.9389 0 35 0.0000 5.0611 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.1572 0 36 0.0000 6.8428 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.9905 0 38 0.0000 7.0095 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.9703 0 38 0.5703 7.0297 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.2640 0 38 0.2290 7.7360 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.0154 0 40 0.0000 6.9846 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.5470 0 40 0.0000 7.4530 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.4279 0 40 0.0000 7.5721 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.2517 0 41 0.0000 7.7483 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.0385 0 42 0.0000 7.9615 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.9030 0 35 0.0000 6.0970 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.3967 0 35 0.0000 6.6033 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 2.9949 0 35 0.0000 7.0051 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0132 0 35 0.0000 4.9868 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5299 0 36 0.0000 5.4701 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.8508 0 35 0.0000 6.1492 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.4733 0 35 0.0000 7.5267 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.7389 0 40 0.0000 8.2611 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.6903 0 40 0.0000 8.3097 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.5704 0 40 0.0000 8.4296 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 0.0653 0 37 0.1401 0 36 0.0079 8.9190 7.0264 .0950 .1318
5047 2.8812 1.4600 200.0000 0.2238 0 40 0.4844 0 32 0.0777 5.7428 4.6665 .2142 .3323
5114b 3.5733 1.8108 200.0000 0.0469 0 39 0.3251 0 39 0.0131 4.8161 3.0154 .0806 .0769
4342 10.3858 1.3631 200.0000 0.0670 0 36 0.1824 0 0 0.0064 9.2180 7.3229 .0900 .1144
3736 14.9983 3.6090 400.0000 0.0818 0 35 0.7119 0 24 0.0055 7.0556 5.8135 .1390 .7339
3534 5.8173 1.4765 400.0000 0.0699 0 44 0.2525 0 43 0.0120 4.2275 4.1320 .0687 .0800
3422 6.0122 1.5213 400.0000 0.0604 0 46 0.2503 0 46 0.0100 4.1320 3.4156 .0800 .0389
3130 13.5508 2.2744 300.0000 0.1254 0 35 0.3506 0 34 0.0093 7.5179 5.8135 .0597 .3785
3024 0.4621 2.9058 450.0000 0.4519 0 49 2.9502 0 51 0.9777 5.8135 3.9945 3.585 2.521
3036 6.7857 1.4251 400.0000 -0.1592 0 50 -0.1940 0 34 -0.0235 5.8135 5.8144 .4839 .7359
2827 15.5945 3.7524 400.0000 0.1400 0 35 0.9222 0 35 0.0090 8.3675 6.7670 .1688 .1676
2726 18.5574 3.1124 300.0000 0.1585 0 35 0.1268 0 34 0.0085 6.7171 6.6370 .0570 .4566
2629 2.4524 0.5150 400.0000 0.1253 0 37 0.2456 0 37 0.0511 6.6370 6.5033 .3424 .2582
2930 11.6053 2.4373 400.0000 0.3195 0 36 0.8148 0 34 0.0275 6.5033 5.8135 .2582 .4839
2725 0.2218 2.0080 375.0000 0.2597 0 23 2.3439 0 23 1.1709 6.7171 5.6250 3.645 2.013
2524 0.2779 2.5163 375.0000 0.2527 0 23 2.4505 0 23 0.9094 5.6250 3.9945 2.013 3.025
2422 0.8401 2.9711 600.0000 0.6510 0 27 2.2953 0 27 0.7750 3.9945 3.4009 2.340 2.568
L575 4.4056 1.1111 300.0000 0.2078 0 35 0.4377 0 35 0.0472 4.8095 3.4813 .3651 .2709
2117 10.3655 2.0976 500.0000 0.1274 0 35 0.3971 0 35 0.0123 3.0390 2.9905 .0779 .0810
1714B 8.1188 0.9553 500.0000 -0.3459 0 42 -0.3200 0 42 -0.0426 2.9905 3.0154 .2810 .4308
1716 3.1532 3.6415 1050.000 1.9811 0 38 2.2309 0 38 0.6283 2.9905 2.9703 1.181 1.543
1615 0.7725 1.7486 750.0000 1.1817 0 38 2.6610 0 38 1.5297 2.9702 2.2640 2.173 1.405
1614A 0.7872 1.7819 750.0000 0.8005 0 37 1.8058 0 37 1.0169 2.9702 2.5470 1.760 1.262
4514B 28.0567 3.5017 450.0000 0.4236 0 40 0.9487 0 26 0.0151 3.6051 3.0154 .2335 .3675
4515 0.1942 2.7467 300.0000 0.1756 1 19 2.4566 1 19 0.9043 3.6051 2.2640 3.683 3.513
1502 0.6052 1.1322 825.0000 1.3390 0 39 2.7066 0 39 2.2124 2.2640 1.6903 1.277 .7762
14A13 16.6072 0.8411 1700.000 -0.9503 0 40 -0.4081 0 39 -0.0572 2.5470 2.4279 .4041 .4870
1312 15.7543 0.6101 1400.000 0.9497 0 40 0.3870 0 38 0.0603 2.4279 2.2517 .4056 .4084
1211 22.0747 0.6694 1700.000 0.9428 0 41 0.2549 0 26 0.0427 2.2517 2.0385 .3363 .4109
1103 34.9730 0.7240 2000.000 1.1056 0 42 0.3811 0 46 0.0316 2.0385 1.7389 .3493 .3194
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.3968 2.2517 .0000 .0000
0908 0.1628 1.4741 375.0000 0.1219 0 35 1.0936 0 35 0.7489 3.3967 2.9948 2.391 2.652
0811 6.0914 1.5476 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.8139 2.0385 .0000 .0000
0804 0.2208 1.3886 450.0000 0.2337 0 35 1.4604 0 35 1.0583 2.9949 2.4733 2.210 1.718
0201 142.3584 2.9703 2000.000 3.3302 0 40 1.3682 0 42 0.0234 1.6903 1.5704 .3202 .3202
5248 8.1651 1.4277 200.0000 0.1182 0 40 0.2638 0 40 0.0145 7.0264 4.8197 .1318 .0984
4845 2.5500 1.2922 200.0000 0.1714 0 40 0.3020 0 16 0.0672 4.6393 3.6051 .1963 .5253
4250 11.5986 1.2184 200.0000 0.1474 0 38 0.1312 0 37 0.0127 7.3229 5.7428 .1144 .2142
5338 8.7547 1.3127 200.0000 0.0721 0 36 0.2843 0 0 0.0082 8.5193 6.0769 .0964 .3844
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0769 4.8161 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.1201 0 40 0.7262 0 35 0.0069 4.6665 4.0732 .1662 .1829
4746u 0.1498 2.1194 300.0000 0.1014 0 33 1.4119 0 33 0.6768 4.6665 4.0732 3.554 3.577
4645o 15.8729 2.3953 400.0000 0.1238 0 40 0.4565 0 40 0.0078 4.0732 3.6051 .1829 .2627
4645u 0.1105 1.5637 300.0000 0.0988 0 36 1.3751 0 36 0.8940 4.0732 3.6051 3.577 3.683
3836o 9.9729 2.0945 400.0000 0.1220 0 42 0.1280 0 34 0.0122 6.0769 5.8144 .1922 .7359
3635o 35.6736 2.3986 400.0000 0.0606 0 44 0.3658 0 44 0.0017 5.8144 5.2389 .1109 .0972
2217o 14.0423 2.7133 500.0000 0.0001 0 36 0.0294 0 36 0.0000 3.4009 2.9905 .0018 .0810
2217u 0.6241 1.4127 750.0000 0.9004 0 35 2.1132 0 24 1.4426 3.4009 2.9905 2.054 1.654
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.9389 4.9389 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.3247 0 35 2.4712 0 44 0.5092 6.3388 4.9389 .7528 .9752
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.9389 3.1572 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.6091 0 35 2.4410 0 35 0.6452 4.9389 3.1572 .7315 2.095
1817o 9.1593 1.0777 500.0000 0.3272 0 36 0.5068 0 37 0.0357 3.1572 3.0629 .3143 .2258
1817u 0.5070 1.7932 600.0000 0.6017 0 32 2.1194 0 32 1.1868 3.1572 2.9905 2.095 2.067
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 3.3968 3.3968 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1205 0 35 1.6441 0 32 0.4989 3.9030 3.3968 .8079 2.391
0706o 7.2322 2.6107 300.0000 0.0235 0 35 0.2101 0 35 0.0032 5.0132 4.5299 .0440 .0997
0706u 0.1248 1.7661 300.0000 0.0868 0 33 1.2101 0 33 0.6956 5.0132 4.5299 3.377 3.433
0604o 9.6606 3.5626 300.0000 0.1222 0 36 0.7206 0 36 0.0127 4.5299 2.8291 .0997 .0971
0604u 0.3116 2.8210 375.0000 0.3094 0 42 2.7823 0 42 0.9932 4.5299 2.4733 2.746 2.062
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4733 2.4733 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.1178 0 35 1.6549 0 35 0.7647 3.8507 2.4733 1.835 2.577
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.7389 1.7389 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.9905 0 35 2.3490 0 35 0.5137 2.4733 1.7389 1.031 .8518
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6903 1.6903 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.6344 0 40 0.6644 0 40 0.1949 1.7389 1.6903 1.064 1.067
14a14bo 75.9084 3.3944 500.0000 0.0332 0 40 0.2803 0 43 0.0004 3.0154 2.5470 .0508 .0940
14a14bu 0.1368 1.9347 300.0000 0.1362 1 59 1.9024 1 59 0.9957 3.0154 2.5470 4.051 3.156
FREE # 1 Undefnd Undefnd Undefn 3.3302 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 0.0136 0.4730 0.0031
5047 5.4167 21.4167 0.0000 333.1667 0.0529 0.5250 0.0233
5114b 6.7083 5.1389 0.0000 348.1528 0.0147 0.1444 0.0048
4342 0.1667 359.8333 0.0000 0.0000 0.0114 0.4531 0.0030
3736 0.1667 43.6583 0.0000 316.1750 0.0886 1.1921 0.0344
3534 6.1667 353.8333 0.0000 0.0000 0.0288 0.2836 0.0072
3422 6.1667 0.0000 0.0000 353.8333 0.0245 0.2413 0.0060
3130 0.1667 31.1111 0.0000 328.7222 0.0569 1.1392 0.0065
3024 0.1667 28.1944 0.0000 331.6389 0.1300 0.1639 3.2310
3036 11.8333 31.4861 316.6806 0.0000 0.1260 2.0128 0.0270
2827 0.1667 0.0000 0.0000 359.8333 0.0331 0.1518 0.0620
2726 346.3194 13.6806 0.0000 0.0000 0.0686 1.3752 0.0086
2629 0.2500 359.7500 0.0000 0.0000 0.0636 0.5104 0.0295
2930 0.2500 32.0417 0.0000 327.7083 0.0696 0.6725 0.0836
2725 0.1667 359.8333 0.0000 0.0000 0.1077 0.1139 2.1053
2524 0.1667 44.7500 0.0000 315.0833 0.1120 0.1138 1.8749
2422 0.1667 359.8333 0.0000 0.0000 0.1699 0.2905 3.0834
L575 0.1667 0.0000 0.0000 359.8333 0.0484 0.4747 0.0418
2117 3.9444 5.6667 0.0000 350.3889 0.0338 0.3333 0.0127
1714B 322.9167 6.8889 30.1944 0.0000 0.0847 1.1983 0.0524
1716 0.1667 355.7083 0.0000 4.1250 0.2938 0.8902 3.1899
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4522 3.5705
1614A 6.6667 89.8750 263.4583 0.0000 0.2281 0.4609 2.0436
4514B 294.6667 31.4167 0.0000 33.9167 0.0545 0.7237 0.0908
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.3674
1502 0.1667 359.8333 0.0000 0.0000 0.2322 0.4978 2.2924
14A13 76.3750 283.6250 0.0000 0.0000 0.3193 2.3291 0.3091
1312 76.5000 283.5000 0.0000 0.0000 0.2807 2.4629 0.2198
1211 8.8333 351.1667 0.0000 0.0000 0.2744 4.0530 0.1479
1103 0.1667 359.8333 0.0000 0.0000 0.3501 3.0656 0.2404
0912 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.0228
0811 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0804 0.1667 359.8333 0.0000 0.0000 0.1314 0.1653 1.2905
0201 0.1667 359.8333 0.0000 0.0000 0.3533 2.4427 0.8737
5248 0.1667 0.0000 0.0000 359.8333 0.0150 0.4481 0.0061
4845 6.0833 65.0417 0.0000 288.8750 0.0678 0.6769 0.0183
4250 0.2500 354.5833 0.0000 5.1667 0.0228 1.1358 0.0043
5338 0.1667 354.5417 0.0000 5.2917 0.0361 1.2604 0.0027
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 332.0000 28.0000 0.0000 0.0000 0.0342 0.1663 0.0504
4746u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0729 1.5033
4645o 330.4722 29.5278 0.0000 0.0000 0.0431 0.2715 0.0407
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.4963
3836o 5.5000 354.5000 0.0000 0.0000 0.0868 1.3202 0.0183
3635o 340.0833 0.0000 0.0000 19.9167 0.0209 0.1657 0.0152
2217o 359.0556 0.9444 0.0000 0.0000 0.0077 0.0098 0.0000
2217u 0.1667 359.8333 0.0000 0.0000 0.2144 0.4522 2.7834
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1343 0.1416 0.8907
1918o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 359.8333 0.0000 0.0000 0.1664 0.2500 2.0581
1817o 348.1944 0.0000 0.0000 11.8056 0.0674 0.6462 0.0684
1817u 0.1667 359.8333 0.0000 0.0000 0.1825 0.2959 2.1337
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1027 0.7028
0706o 351.7778 8.2222 0.0000 0.0000 0.0185 0.1142 0.0044
0706u 0.1667 359.8333 0.0000 0.0000 0.0868 0.0728 1.2320
0604o 347.6875 0.0000 0.0000 12.3125 0.0262 0.1696 0.0213
0604u 0.1667 359.8333 0.0000 0.0000 0.1052 0.1135 2.3874
0504o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.0947
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2278 0.4234 1.6339
0302o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0302u 0.1667 359.8333 0.0000 0.0000 0.3109 0.9552 0.4248
14a14bo 347.3889 8.0556 0.0000 4.5556 0.0176 0.1909 0.0063
14a14bu 6.6667 353.3333 0.0000 0.0000 0.0840 0.0727 1.8606
*===========================================*
| 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 0.0071 153.6414 0.0002 0.9990 0.1838 0.0048 0.1393 2.7372
5047 0.0276 596.0259 0.0006 0.9822 0.9742 0.0141 0.1389 0.0350
5114b 0.0049 105.7895 0.0004 0.9772 1.0541 0.0040 0.0397 0.0350
4342 0.0070 150.7154 0.0002 0.9990 0.2176 0.0039 0.1238 2.7372
3736 0.0075 162.0195 0.0003 0.9990 0.9728 0.0197 0.1972 1.2165
3534 0.0037 80.3071 0.0002 0.9792 0.2233 0.0058 0.0570 0.0350
3422 0.0037 80.9165 0.0001 0.9790 0.5932 0.0048 0.0470 0.0450
3130 0.0109 236.1865 0.0004 0.9990 0.9424 0.0099 0.1969 2.1289
3024 0.0799 1725.1043 0.0016 0.9990 1.4951 0.0637 0.0601 0.7907
3036 -0.0254 -549.4086 0.0010 0.9566 0.0000 0.0516 0.5216 0.0203
2827 0.0128 277.2400 0.0005 0.9990 1.2122 0.0108 0.0335 1.2165
2726 0.0028 60.6942 0.0006 0.0840 0.0183 0.0298 0.0957 0.0200
2629 0.0053 114.4973 0.0003 0.9990 0.1441 0.0174 0.0744 2.1289
2930 0.0266 575.4473 0.0011 0.9990 0.7019 0.0209 0.1273 1.2165
2725 0.0328 709.2731 0.0011 0.9990 1.1986 0.0465 0.0358 0.7907
2524 0.0327 707.0702 0.0010 0.9965 1.6420 0.0438 0.0314 0.0130
2422 0.1128 2437.3060 0.0024 0.9990 0.9096 0.0848 0.1098 0.7907
L575 0.0202 436.3148 0.0006 0.9990 0.5476 0.0163 0.1093 2.7372
2117 0.0111 239.5246 0.0009 0.9882 0.9655 0.0081 0.0795 0.0200
1714B -0.0160 -345.4105 0.0007 0.2258 0.0000 0.0131 0.1374 0.0207
1716 0.2564 5537.6398 0.0056 0.9990 1.0035 0.1273 0.2611 Section 4
0.7907
1615 0.1986 4289.8558 0.0040 0.9988 0.5843 0.1147 0.2045 0.7232
1614A 0.0579 1251.1365 0.0029 0.9770 0.0988 0.0938 0.1629 0.0130
4514B 0.0293 632.5604 0.0010 0.3502 0.2947 0.0124 0.0958 0.0207
4515 0.0432 933.9749 0.0006 0.9990 0.6889 0.0502 0.0374 0.7907
1502 0.2420 5227.7867 0.0047 0.9990 0.8547 0.1237 0.1989 0.7907
14A13 -0.0765 -1651.513 0.0028 0.8343 0.0007 0.1109 0.5301 0.1237
1312 0.0767 1656.0973 0.0027 0.8341 0.0614 0.0718 0.5179 0.1236
1211 0.0773 1668.8745 0.0024 0.9688 0.0420 0.0729 0.7622 0.1240
1103 0.1039 2244.0553 0.0025 0.9990 0.1386 0.1221 0.7249 7.6033
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0206 0.2098 0.0450
0908 0.0116 250.3609 0.0004 0.9990 0.6913 0.0398 0.0251 0.8516
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0006 0.0063 0.0450
0804 0.0225 485.8182 0.0007 0.9990 0.5597 0.0533 0.0450 0.7907
0201 0.4572 9876.0683 0.0095 0.9990 0.5471 0.1453 0.7199 2.4331
5248 0.0146 314.5781 0.0003 0.9990 0.6074 0.0052 0.1344 2.7372
4845 0.0213 459.0434 0.0004 0.9793 0.7884 0.0185 0.1837 0.0350
4250 0.0166 359.1712 0.0005 0.9990 0.2439 0.0071 0.3241 2.7372
5338 0.0080 172.2969 0.0002 0.9990 0.0701 0.0143 0.4722 2.7372
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0011 0.0150 0.0450
4746o 0.0043 93.1063 0.0003 0.1706 0.1261 0.0039 0.0151 0.0210
4746u 0.0356 768.0423 0.0004 0.9990 1.0735 0.0383 0.0284 0.7907
4645o 0.0047 101.2318 0.0003 0.1804 0.0638 0.0077 0.0386 0.0211
4645u 0.0352 759.8980 0.0003 0.9990 0.6266 0.0404 0.0309 0.8516
3836o 0.0177 382.9584 0.0003 0.9818 0.0702 0.0446 0.4248 0.0201
3635o 0.0014 29.1666 0.0001 0.1206 0.0742 0.0015 0.0093 0.0350
2217o 0.0000 0.0006 0.0000 0.0058 0.0001 0.0003 0.0004 0.0215
2217u 0.1439 3109.2151 0.0034 0.9990 0.7805 0.1049 0.1556 0.7907
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0201
2019u 0.0353 762.7872 0.0009 0.9990 1.7428 0.0496 0.0311 0.7907
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0020 0.0180 0.0261
1918u 0.0633 1366.9839 0.0021 0.9990 1.1519 0.0683 0.0678 0.7907
1817o 0.0068 146.3912 0.0007 0.0717 0.0328 0.0039 0.0314 0.0211
1817u 0.0740 1598.6015 0.0024 0.9990 0.6894 0.0816 0.0977 0.7907
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
1009u 0.0115 249.2119 0.0005 0.9990 1.1727 0.0335 0.0168 0.8516
0706o 0.0003 5.4419 0.0001 0.0492 0.0196 0.0008 0.0049 0.0211
0706u 0.0102 220.5760 0.0005 0.9990 0.7254 0.0349 0.0191 0.7907
0604o 0.0023 50.1864 0.0003 0.0742 0.0995 0.0013 0.0081 0.0206
0604u 0.0417 900.1651 0.0010 0.9990 1.4322 0.0475 0.0349 0.7907
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
0504u 0.0111 240.4049 0.0003 0.9990 0.7325 0.0350 0.0196 0.7907
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0403u 0.0997 2154.0227 0.0033 0.9990 2.1354 0.0859 0.1047 0.7907
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0219
0302u 0.2040 4407.2996 0.0020 0.9990 0.1438 0.1281 0.3248 0.4258
14a14bo 0.0005 10.9712 0.0002 0.0769 0.0402 0.0009 0.0075 0.0350
14a14bu 0.0179 387.5187 0.0005 0.9770 0.2579 0.0420 0.0313 0.0130
FREE # 1 0.4573 9877.4029
*===============================================================*
| 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 0.0653 0.0000 0.8136 0.0154 0.0186 8.9190 7.0257 Max Flow
5047 0.2238 0.0000 0.5276 0.0375 0.0427 5.7428 4.6664 Max Flow
5114b 0.0468 0.0000 1.8003 0.0129 0.0145 4.8147 3.0146 Max Flow
4342 0.0670 0.0000 0.9634 0.0149 0.0176 9.2180 7.3226 Max Flow
3736 0.0818 0.0000 0.0118 0.0656 0.0551 7.0556 5.7306 Max Flow
3534 0.0699 0.0000 0.0874 0.0171 0.0268 4.2275 4.1300 Max Flow
3422 0.0604 0.0000 0.7139 0.0156 0.0239 4.1320 3.4156 Max Flow
3130 0.1254 0.0000 0.8371 0.0155 0.0172 7.5179 5.7283 Max Flow
3024 0.4519 1.3073 1.1744 0.4295 0.3601 5.7994 3.2742 Max Flow
3036 -0.0006 0.0000 0.0000 0.0038 0.0071 5.6241 5.6236 Max Flow
2827 0.1399 0.0000 1.5971 0.0814 0.0670 8.3675 6.7670 Max Flow
2726 0.1584 0.0000 0.0025 0.0182 0.0164 6.7171 6.6201 Max Flow
2629 0.1253 0.0000 0.1308 0.0769 0.1287 6.6370 6.5032 Max Flow
2930 0.3195 0.0000 0.3548 0.1123 0.1030 6.5033 5.7559 Max Flow
2725 0.2589 0.8443 0.6015 0.3501 0.3750 6.6997 5.2277 Max Flow
2524 0.2526 0.5251 1.4446 0.3484 0.2806 5.2274 3.2175 Max Flow
2422 0.6510 0.2797 0.4356 0.5193 0.3969 3.4877 2.7695 Max Flow
L575 0.2078 0.0000 1.3200 0.0813 0.0978 4.8095 3.4813 Max Flow
2117 0.1273 0.0000 0.0607 0.0251 0.0338 3.0390 2.9751 Max Flow
1714B 0.0000 0.0000 0.0000 0.0000 0.0000 2.8462 2.8462 Max Flow
1716 1.9801 -0.1453 0.1500 0.8014 0.6034 2.9905 2.9646 Max Flow
1615 1.1810 0.4001 0.3007 0.6591 0.7500 2.9652 2.2640 Max Flow
1614A 0.7991 0.3707 0.0512 0.5540 0.6259 2.9631 2.5415 Max Flow
4514B 0.4236 0.0000 0.1657 0.1247 0.1049 3.6051 3.0154 Max Flow
4515 0.1756 0.6688 1.0316 1.0110 0.2235 3.5110 1.8072 Max Flow
1502 1.3390 -0.1977 0.8094 0.6935 0.8250 2.2638 1.6901 Max Flow
14A13 0.0021 0.0000 0.0006 0.0105 0.0448 1.9154 1.9147 Max Flow
1312 0.9497 0.0000 0.1774 0.3463 0.5674 2.4279 2.2506 Max Flow
1211 0.9427 0.0000 0.1763 0.3536 0.5705 2.2517 2.0370 Max Flow
1103 1.1045 0.0000 0.3120 0.2841 0.7269 2.0385 1.7195 Max Flow
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0908 0.1219 0.1332 0.2750 0.2572 0.2421 3.3735 2.9684 Max Flow
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0804 0.2337 0.1880 0.3318 0.3404 0.3997 2.9933 2.4733 Max Flow
0201 3.3302 0.0000 0.1199 0.5237 0.6404 1.6903 1.5704 Max Flow
5248 0.1182 0.0000 2.2047 0.0197 0.0232 7.0264 4.8197 Max Flow
4845 0.1714 0.0000 0.1705 0.0314 0.0392 4.6393 3.6050 Max Flow
4250 0.1474 0.0000 0.3127 0.0183 0.0227 7.3229 5.7424 Max Flow
5338 0.0721 0.0000 0.0508 0.0161 0.0188 8.5193 6.0722 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.1201 0.0000 0.4707 0.0755 0.0662 4.6665 4.0731 Max Flow
4746u 0.1014 0.3340 0.2663 0.2464 0.1809 4.6480 4.0477 Max Flow
4645o 0.1238 0.0000 0.1821 0.0765 0.0728 4.0732 3.6050 Max Flow
4645u 0.0988 0.0803 0.3867 0.2437 0.2215 4.0681 3.6012 Max Flow
3836o 0.1220 0.0000 0.0040 0.0760 0.0766 6.0769 5.8106 Max Flow
3635o 0.0606 0.0000 0.5681 0.0389 0.0412 5.8144 5.2389 Max Flow
2217o 0.0000 0.0000 0.0000 0.0001 0.0001 3.4008 2.9753 Max Flow
2217u 0.9001 0.2059 0.2264 0.5868 0.7500 3.3825 2.9494 Max Flow
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2019u 0.3245 1.1053 0.4064 0.3931 0.2274 6.3385 4.9385 Max Flow
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1918u 0.6091 0.6285 1.2083 0.5060 0.3508 4.9383 3.1480 Max Flow
1817o 0.3272 0.0000 0.0823 0.1129 0.1506 3.1571 3.0629 Max Flow
1817u 0.6011 0.1901 0.2090 0.5034 0.6000 3.0187 2.6231 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.1205 0.2763 0.2730 0.2558 0.1872 3.9021 3.3949 Max Flow
0706o 0.0234 0.0000 0.1183 0.0127 0.0129 5.0132 4.5285 Max Flow
0706u 0.0868 0.2535 0.2347 0.2295 0.1843 5.0087 4.5206 Max Flow
0604o 0.1222 0.0000 1.6950 0.0369 0.0291 4.5299 2.8291 Max Flow
0604u 0.3094 0.5284 1.7504 1.0034 0.3053 4.5034 2.2207 Max Flow
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0504u 0.1178 0.4560 0.9218 0.2621 0.1966 3.8482 2.4733 Max Flow
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0403u 0.9905 0.5388 0.1531 0.6130 0.3811 2.4733 1.7203 Max Flow
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0302u 0.6344 0.0469 0.0017 0.2632 0.1590 1.7387 1.6901 Max Flow
14a14bo 0.0332 0.0000 0.0813 0.0242 0.0242 3.0154 2.5470 Max Flow
14a14bu 0.1362 0.4143 0.1934 0.2749 0.2450 2.8807 2.2695 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 244.1667 110.5000 5.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 133.6667 219.6667 6.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 1.1667 358.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.0000 353.8333 6.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 44.1667 309.6667 6.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 108.3333 251.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 348.1667 11.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 3.5000 257.5000 99.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 342.6667 0.0000 3.6667 0.0000 12.5000 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 327.8333 1.5000 0.0000 9.1667 20.3333 0.0000 None
L575 272.8333 87.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 124.3333 231.8333 3.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 37.1667 322.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 272.5000 33.0000 0.0000 10.0000 43.3333 0.0000 None
1615 0.6667 235.3333 0.8333 14.6667 46.3333 0.0000 62.1667 0.0000 None
1614A 0.0000 286.6667 0.0000 45.3333 17.1667 10.8333 0.0000 0.0000 None
4514B 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.8333 0.3333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 314.5000 45.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 283.6667 76.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 5.3333 278.1667 76.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 351.1667 8.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.3333 359.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 348.0000 2.5000 0.0000 2.5000 5.8333 0.0000 None
0811 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 251.6667 66.0000 0.3333 15.5000 0.0000 26.5000 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 238.5000 121.1667 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 239.0000 115.0000 6.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 4.1667 355.5000 0.3333 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 0.6667 0.5000 293.8333 4.8333 0.0000 31.3333 28.8333 0.0000 None
4645o 0.0000 9.0000 351.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 288.3333 1.5000 0.0000 66.3333 2.6667 0.0000 None
3836o 0.0000 354.5000 5.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635o 5.3333 14.5000 340.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217o 0.0000 1.0000 359.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 312.3333 34.3333 0.1667 0.0000 13.1667 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 3.5000 8.3333 348.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 4.5000 264.8333 3.6667 9.6667 8.1667 69.1667 0.0000 None
1009o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.6667 0.5000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 8.3333 351.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 343.5000 0.6667 0.0000 13.3333 1.3333 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 349.3333 0.0000 0.0000 0.0000 9.5000 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 180.0000 175.8333 0.0000 0.0000 3.0000 0.0000 None
14a14bo 0.6667 9.8333 349.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
14a14bu 0.0000 0.0000 275.8333 19.8333 0.0000 58.5000 5.8333 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
5453 344.2500 350.7500 6.5000 0.0000
5047 18.6111 18.6389 0.0000 0.0000
5114b 2.8889 2.8889 262.6667 0.0000
4342 348.5417 354.6250 6.0833 0.0000
3736 43.6583 45.3250 148.5500 0.0000
3534 342.9722 343.0278 0.0000 0.0000
3422 0.0000 0.0000 260.7500 0.0000
3130 30.5417 32.0417 189.3139 0.0000
3024 0.0000 0.0000 313.3444 0.0000
3036 0.0000 0.0000 0.0000 0.0000
2827 0.3194 1.9028 86.0000 0.0000
2726 336.1944 336.1944 0.0000 0.0000
2629 66.1389 66.3333 0.0000 0.0000
2930 32.2917 32.4861 0.0000 0.0000
2725 0.0000 0.0000 328.6944 0.0000
2524 19.1111 23.3139 337.4444 0.0000
2422 299.1667 324.4306 85.9583 0.0000
L575 0.0000 0.0000 1.6667 0.0000
2117 4.6667 4.6944 265.4167 0.0000
1714B 0.0000 0.0000 0.0000 0.0000
1716 309.4861 328.0972 249.5000 0.0000
1615 198.8333 274.7500 0.1667 0.0000
1614A 0.0000 24.6389 0.0000 0.0000
4514B 31.3611 31.3611 290.9259 0.0000
4515 266.7083 269.5417 23.2083 0.0000
1502 2.3472 2.9167 86.1667 0.0000
14A13 275.7917 278.7500 0.0000 0.0000
1312 313.8597 330.0278 0.1250 0.0000
1211 335.8611 335.8889 0.0000 0.0000
1103 86.8750 91.1944 1.5000 0.0000
0912 0.0000 0.0000 0.0000 0.0000
0908 340.4722 346.8889 0.0000 0.0000
0811 0.0000 0.0000 0.0000 0.0000
0804 309.8611 343.0167 0.0000 0.0000
0201 6.2514 8.3347 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 62.2083 62.2500 0.0000 0.0000
4250 115.9167 115.9167 0.0000 0.0000
5338 354.5000 359.7917 5.2917 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 333.7014 334.2222 0.0000 0.0000
4746u 1.3750 267.5417 290.2500 0.0000
4645o 336.0278 336.0278 0.0000 0.0000
4645u 286.7917 287.2917 4.2083 0.0000
3836o 354.5000 354.5000 0.0000 0.0000
3635o 0.0000 0.0000 0.0000 0.0000
2217o 323.7500 323.7500 0.0000 0.0000
2217u 0.0000 0.0000 8.1028 0.0000
2019o 0.0000 0.0000 0.0000 0.0000
2019u 277.6250 355.6389 358.3333 0.0000
1918o 0.0000 0.0000 0.0000 0.0000
1918u 344.0972 344.1806 345.6736 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 254.5000 305.2917 2.2083 0.0000
1009o 0.0000 0.0000 0.0000 0.0000
1009u 303.6389 347.7806 304.6111 0.0000
0706o 327.6944 327.6944 0.0000 0.0000
0706u 307.0509 340.9167 21.1528 0.0000
0604o 0.1389 5.6875 335.1806 0.0000
0604u 331.0556 337.9306 338.8056 0.0000
0504o 0.0000 0.0000 0.0000 0.0000
0504u 340.0833 340.1944 14.9306 0.0000
0403o 0.0000 0.0000 0.0000 0.0000
0403u 47.2917 115.5903 315.8333 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 183.7083 348.5278 0.0000 0.0000
14a14bo 7.6667 7.6667 312.5278 0.0000
14a14bu 262.6667 284.4583 0.3333 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
5453 0.1263 0.1590 0.1263 0.0190 0.0273 0.0190 0.1507 0.1715 0.1507 9.9485 11.3222 9.9485 0.0222
5047 0.1248 0.4269 0.1248 0.0001 0.2237 0.0001 0.0005 0.5240 0.0005 0.0224 24.6285 0.0224 0.0535
5114b 0.0950 0.3250 0.0950 0.0000 0.0469 0.0000 0.0000 0.1443 0.0000 0.0018 7.2147 0.0018 0.0147
4342 0.1341 0.1753 0.1341 0.0202 0.0265 0.0202 0.1509 0.1513 0.1509 8.2993 8.3196 8.2993 0.0201
3736 0.0149 0.0740 0.0149 0.0008 0.0803 0.0008 0.0530 1.0846 0.0530 2.6484 54.2277 2.6484 0.1958
3534 0.0386 0.2465 0.0386 0.0000 0.0699 0.0000 0.0001 0.2835 0.0001 0.0005 2.8349 0.0005 0.0289
3422 0.0532 0.2504 0.0532 0.0000 0.0604 0.0000 0.0001 0.2411 0.0001 0.0024 9.6455 0.0024 0.0246
3130 0.0234 0.1101 0.0234 0.0000 0.1254 0.0000 0.0003 1.1385 0.0003 0.0182 62.6169 0.0182 0.0575
3036 0.0240 0.0937 0.0240 0.0050 0.1491 0.0050 0.2104 1.5912 0.2104 3.7879 28.6410 3.7879 0.2543
2827 0.0000 0.9305 0.0000 0.0000 0.1400 0.0000 0.0000 0.1505 0.0000 0.0000 7.5227 0.0000 0.0673
2726 0.0283 0.1154 0.0283 0.0000 0.1585 0.0000 0.0006 1.3740 0.0006 0.0060 13.7400 0.0060 0.0694
2629 0.0000 0.2459 0.0000 0.0000 0.1253 0.0000 0.0000 0.5096 0.0000 0.0000 22.9335 0.0000 0.1224
2930 0.0155 0.4754 0.0155 0.0000 0.3195 0.0000 0.0001 0.6721 0.0001 0.0038 32.2595 0.0038 0.1422
L575 0.0000 0.4385 0.0000 0.0000 0.2078 0.0000 0.0000 0.4738 0.0000 0.0000 28.4295 0.0000 0.0978
2117 0.0723 0.3824 0.0723 0.0000 0.1274 0.0000 0.0001 0.3331 0.0001 0.0010 3.3309 0.0010 0.0340
1714B 0.0610 0.3228 0.0609 0.0074 0.3368 0.0016 0.1219 1.0435 0.0267 3.4121 29.2191 0.7486 0.1875
4514B 0.0329 0.6196 0.0187 0.0012 0.4224 0.0000 0.0365 0.6817 0.0002 0.8764 16.3614 0.0042 0.1434
14A13 0.0826 0.4103 0.0000 0.0012 0.9491 0.0000 0.0146 2.3130 0.0000 0.1460 23.1301 0.0000 0.8183
1312 0.0000 0.3860 0.0000 0.0000 0.9497 0.0000 0.0000 2.4604 0.0000 0.0000 34.4454 0.0000 0.5694
1211 0.0000 0.2330 0.0000 0.0000 0.9428 0.0000 0.0000 4.0465 0.0000 0.0000 149.7188 0.0000 0.6308
1103 0.0700 0.3695 0.0000 0.0035 1.1021 0.0000 0.0499 2.9826 0.0000 1.7467 104.3900 0.0000 0.6688
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 0.0315 1.3687 0.0000 0.0003 3.3299 0.0000 0.0087 2.4330 0.0000 0.0871 24.3297 0.0000 0.6404
5248 0.2404 0.2974 0.2404 0.0318 0.0546 0.0318 0.1323 0.1836 0.1323 7.6717 10.6482 7.6717 0.0234
4845 0.0742 0.2536 0.0742 0.0001 0.1713 0.0001 0.0008 0.6753 0.0008 0.0475 40.5188 0.0475 0.0689
4250 0.1254 0.1440 0.1254 0.0544 0.0386 0.0544 0.4339 0.2680 0.4339 25.1660 15.5448 25.1660 0.0318
5338 0.0556 0.0609 0.0556 0.0240 0.0242 0.0240 0.4313 0.3977 0.4313 33.6430 31.0239 33.6430 0.0448
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 0.7311 0.0000 0.0000 0.1201 0.0000 0.0000 0.1643 0.0000 0.0000 4.1073 0.0000 0.0695
4645o 0.0000 0.4598 0.0000 0.0000 0.1238 0.0000 0.0000 0.2693 0.0000 0.0000 8.8882 0.0000 0.0889
3836o 0.0214 0.1006 0.0214 0.0014 0.1191 0.0014 0.0673 1.1842 0.0673 2.6938 47.3664 2.6938 0.2047
3635o 0.0320 0.2527 0.2107 0.0001 0.0405 0.0201 0.0016 0.1602 0.0954 0.0328 3.2038 1.9079 0.0419
2217o 0.0000 0.0148 0.0000 0.0000 0.0001 0.0000 0.0000 0.0089 0.0000 0.0000 0.3123 0.0000 0.0229
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 0.5064 0.0000 0.0000 0.3272 0.0000 0.0000 0.6462 0.0000 0.0000 14.2155 0.0000 0.1390
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 0.0789 0.2193 0.0789 0.0004 0.0226 0.0004 0.0051 0.1033 0.0051 0.1536 3.0980 0.1536 0.0207
0604o 0.2830 0.7867 0.2830 0.0030 0.1163 0.0030 0.0105 0.1478 0.0105 0.5976 8.4241 0.5976 0.0296
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 0.1799 0.0000 0.0000 0.0332 0.0000 0.0000 0.1845 0.0000 0.0000 1.8450 0.0000 0.0372
*========================================================*
| 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 0.1770 0.2536 0.1770 0.6075 0.09757 34.902 0.1770 0.2536 0.1770 0.6075 0.09757 34.902 0.0000 0.0000 0.0000 None
5047 .000565 2.1249 .000565 2.1261 0.08218 9.9178 .000565 2.1249 .000565 2.1261 0.08218 9.9178 0.0000 0.0000 0.0000 None
5114b .000018 0.2477 .000018 0.2477 0.09509 9.9049 .000018 0.2477 .000018 0.2477 0.09509 9.9049 0.0000 0.0000 0.0000 None
4342 0.1569 0.2056 0.1569 0.5194 0.09797 39.902 0.1569 0.2056 0.1569 0.5194 0.09797 39.902 0.0000 0.0000 0.0000 None
3736 0.1392 14.137 0.1392 14.416 1.6021 13.398 0.1392 14.137 0.1392 14.416 1.6021 13.398 0.0000 0.0000 0.0000 None
3534 .000022 0.7633 .000022 0.7633 0.09638 9.9036 .000022 0.7633 .000022 0.7633 0.09638 9.9036 0.0000 0.0000 0.0000 None
3422 .000024 0.4533 .000024 0.4534 0.09508 9.9049 .000024 0.4533 .000024 0.4534 0.09508 9.9049 0.0000 0.0000 0.0000 None
3130 .000299 4.8459 .000299 4.8464 0.08850 19.911 .000299 4.8459 .000299 4.8464 0.08850 19.911 0.0000 0.0000 0.0000 None
3036 0.8917 26.350 0.8917 28.134 2.2174 17.783 0.8917 26.350 0.8917 28.134 2.2174 17.783 0.0000 0.0000 0.0000 None
2827 0.0000 0.7759 0.0000 0.7759 3.5519 11.448 0.0000 0.7759 0.0000 0.7759 3.5519 11.448 0.0000 0.0000 0.0000 None
2726 .001245 11.601 .001245 11.604 0.08265 19.917 .001245 11.601 .001245 11.604 0.08265 19.917 0.0000 0.0000 0.0000 None
2629 0.0000 2.2655 0.0000 2.2655 5.9126 14.087 0.0000 2.2655 0.0000 2.2655 5.9126 14.087 0.0000 0.0000 0.0000 None
2930 .000024 6.2655 .000024 6.2655 5.8290 14.171 .000024 6.2655 .000024 6.2655 5.8290 14.171 0.0000 0.0000 0.0000 None
L575 0.0000 1.4082 0.0000 1.4082 5.1570 14.843 0.0000 1.4082 0.0000 1.4082 5.1570 14.843 0.0000 0.0000 0.0000 None
2117 .000095 1.7476 .000095 1.7478 0.09434 9.9057 .000095 1.7476 .000095 1.7478 0.09434 9.9057 0.0000 0.0000 0.0000 None
1714B 0.2877 13.045 0.06309 13.396 5.7695 20.226 0.2877 13.045 0.06309 13.396 5.7695 20.226 0.0000 0.0000 0.0000 None
4514B 0.01828 6.4161 .000049 6.4344 0.09906 19.202 0.01828 6.4161 .000049 6.4344 0.09906 19.202 0.0000 0.0000 0.0000 None
14A13 0.01217 9.5813 0.0000 9.5935 11.396 17.942 0.01217 9.5813 0.0000 9.5935 11.396 17.942 0.0000 0.0000 0.0000 None
1312 0.0000 8.4393 0.0000 8.4393 16.344 24.996 0.0000 8.4393 0.0000 8.4393 16.344 24.996 0.0000 0.0000 0.0000 None
1211 0.0000 13.576 0.0000 13.576 13.017 27.734 0.0000 13.576 0.0000 13.576 13.017 27.734 0.0000 0.0000 0.0000 None
1103 0.04196 13.246 0.0000 13.288 27.254 36.356 0.04196 13.246 0.0000 13.288 27.254 36.356 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 .002730 33.083 0.0000 33.086 28.445 35.062 .002730 33.083 0.0000 33.086 28.445 35.062 0.0000 0.0000 0.0000 None
5248 0.1654 0.2839 0.1654 0.6146 0.09733 29.903 0.1654 0.2839 0.1654 0.6146 0.09733 29.903 0.0000 0.0000 0.0000 None
4845 .001111 3.2431 .001111 3.2453 0.07703 9.9230 .001111 3.2431 .001111 3.2453 0.07703 9.9230 0.0000 0.0000 0.0000 None
4250 0.7520 0.5334 0.7520 2.0374 0.09564 49.904 0.7520 0.5334 0.7520 2.0374 0.09564 49.904 0.0000 0.0000 0.0000 None
5338 1.0194 1.0299 1.0194 3.0687 0.09305 34.907 1.0194 1.0299 1.0194 3.0687 0.09305 34.907 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 0.8655 0.0000 0.8655 10.950 19.050 0.0000 0.8655 0.0000 0.8655 10.950 19.050 0.0000 0.0000 0.0000 None
4645o 0.0000 1.6731 0.0000 1.6731 10.936 19.064 0.0000 1.6731 0.0000 1.6731 10.936 19.064 0.0000 0.0000 0.0000 None
3836o 0.1952 16.104 0.1952 16.495 3.8167 16.183 0.1952 16.104 0.1952 16.495 3.8167 16.183 0.0000 0.0000 0.0000 None
3635o .000451 0.3477 0.1726 0.5208 16.489 40.061 .000451 0.3477 0.1726 0.5208 16.489 40.061 0.0000 0.0000 0.0000 None
2217o 0.0000 0.02243 0.0000 0.02243 10.984 11.763 0.0000 0.02243 0.0000 0.02243 10.984 11.763 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 5.8691 0.0000 5.8691 10.901 19.099 0.0000 5.8691 0.0000 5.8691 10.901 19.099 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 .006932 0.3887 .006932 0.4025 2.0043 7.9957 .006932 0.3887 .006932 0.4025 2.0043 7.9957 0.0000 0.0000 0.0000 None
0604o 0.01803 0.7064 0.01803 0.7425 1.7906 8.2094 0.01803 0.7064 0.01803 0.7425 1.7906 8.2094 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 0.3701 0.0000 0.3701 23.040 32.960 0.0000 0.3701 0.0000 0.3701 23.040 32.960 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 8.9190 7.0264 66.0000 17.5000 17.4024 17.4024 5.0000 17.4024 17.4024 5.0000 34.8049 34.8049
5047 5.7428 4.6665 47.0000 9.9000 9.8178 9.8178 9.8000 0.0178 0.0178 0.0000 9.8356 9.8356
5114b 4.8161 3.0154 50.0000 9.9000 9.8049 9.8049 9.8000 0.0049 0.0049 0.0000 9.8098 9.8098
4342 9.2180 7.3229 55.0000 20.0000 19.9020 19.9020 5.0000 19.9020 19.9020 5.0000 39.8041 39.8041
3736 7.0556 5.8135 50.0000 11.4000 9.7979 9.7979 7.9000 1.9979 1.9979 0.1000 11.7957 11.7957
3534 4.2275 4.1320 10.0000 9.9000 9.8036 9.8036 9.8000 0.0036 0.0036 0.0000 9.8072 9.8072
3422 4.1320 3.4156 40.0000 9.9000 9.8049 9.8049 9.8000 0.0049 0.0049 0.0000 9.8098 9.8098
3130 7.5179 5.8135 55.0000 19.9000 19.8115 19.8115 19.8000 0.0115 0.0115 0.0000 19.8230 19.8230
3036 5.8135 5.8144 18.0000 14.0000 11.7826 11.7826 8.1000 3.7826 3.7826 0.1000 15.5653 15.5653
2827 8.3675 6.7670 50.0000 11.4000 7.8481 7.8481 7.9000 0.0481 0.0481 0.1000 7.8961 7.8961
2726 6.7171 6.6370 10.0000 19.9000 19.8173 19.8173 19.8000 0.0173 0.0173 0.0000 19.8347 19.8347
2629 6.6370 6.5033 45.0000 14.0000 8.0874 8.0874 8.1000 0.0874 0.0874 0.1000 8.1748 8.1748
2930 6.5033 5.8135 48.0000 14.0000 8.1710 8.1710 8.1000 0.1710 0.1710 0.1000 8.3420 8.3420
L575 4.8095 3.4813 60.0000 10.0000 4.8430 4.8430 9.9000 4.8430 4.8430 9.9000 9.6859 9.6859
2117 3.0390 2.9905 10.0000 9.9000 9.8057 9.8057 9.8000 0.0057 0.0057 0.0000 9.8113 9.8113
1714B 2.9905 3.0154 28.0000 19.0000 13.2305 13.2305 8.1000 1.2257 1.2257 0.1000 14.4562 14.4562
4514B 3.6051 3.0154 24.0000 19.0000 18.9009 18.9009 8.1000 0.2024 0.2024 0.1000 19.1033 19.1033
14A13 2.4279 2.5470 10.0000 13.6000 2.2041 2.2041 1.6000 4.3416 4.3416 6.4000 6.5457 6.5457
1312 2.4279 2.2517 14.0000 19.0000 2.6561 2.6561 3.1000 5.9958 5.9958 6.6000 8.6519 8.6519
1211 2.2517 2.0385 37.0000 16.9000 3.8828 3.8828 5.5000 10.8341 10.8341 13.6000 14.7169 14.7169
1103 2.0385 1.7389 35.0000 33.1000 5.8464 5.8464 3.8000 3.2560 3.2560 3.9000 9.1024 9.1024
0912 3.3968 2.2517 55.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0811 2.8139 2.0385 55.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0201 1.6903 1.5704 10.0000 33.1000 4.6551 4.6551 3.8000 1.9617 1.9617 2.0000 6.6167 6.6167
5248 7.0264 4.8197 58.0000 15.0000 14.9027 14.9027 5.0000 14.9027 14.9027 5.0000 29.8053 29.8053
4845 4.6393 3.6051 60.0000 9.9000 9.8230 9.8230 9.8000 0.0230 0.0230 0.0000 9.8459 9.8459
4250 7.3229 5.7428 58.0000 25.0000 24.9044 24.9044 5.0000 24.9044 24.9044 5.0000 49.8087 49.8087
5338 8.5193 6.0769 78.0000 17.5000 17.4070 17.4070 5.0000 17.4070 17.4070 5.0000 34.8139 34.8139
3851 6.0769 4.8161 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.6665 4.0732 25.0000 19.0000 8.0496 8.0496 8.1000 0.0496 0.0496 0.1000 8.0992 8.0992
4645o 4.0732 3.6051 33.0000 19.0000 8.0635 8.0635 8.1000 0.0635 0.0635 0.1000 8.1271 8.1271
3836o 6.0769 5.8144 40.0000 14.0000 10.1833 10.1833 8.1000 2.1833 2.1833 0.1000 12.3666 12.3666
3635o 5.8144 5.2389 20.0000 19.6000 3.1115 3.1115 5.2000 20.4610 20.4610 6.5000 23.5725 23.5725
2217o 3.4009 2.9905 35.0000 11.0000 0.0164 0.0164 0.1000 0.7632 0.7632 4.0000 0.7795 0.7795
2019o 4.9389 4.9389 30.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
1918o 4.9389 3.1572 110.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
1817o 3.1572 3.0629 22.0000 19.0000 8.0993 8.0993 8.1000 0.0993 0.0993 0.1000 8.1986 8.1986
1009o 3.3968 3.3968 50.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0706o 5.0132 4.5299 30.0000 7.5000 5.4957 5.4957 5.0000 0.4957 0.4957 0.0000 5.9914 5.9914
0604o 4.5299 2.8291 57.0000 7.5000 5.7094 5.7094 5.0000 0.7094 0.7094 0.0000 6.4188 6.4188
0504o 2.4733 2.4733 63.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0403o 1.7389 1.7389 20.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0302o 1.6903 1.6903 10.0000 37.0000 8.0000 8.0000 8.0000 -8.0000 -8.0000 0.0000 0.0000 0.0000
14a14bo 3.0154 2.5470 10.0000 28.0000 4.9599 4.9599 8.0000 4.9599 4.9599 8.0000 9.9198 9.9198
*=========================================================*
| 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 0.0653 153.6414 0.1401 0.4386 ## N54 8.9000 8.9190
5047 0.2238 596.0259 0.4844 1.5118 ## N53 8.5000 8.5193
5114b 0.0469 105.7895 0.3251 0.0613 ## N52 7.0000 7.0264
4342 0.0670 150.7154 0.1824 0.3036 ## N38 5.0000 6.0769
3736 0.0818 162.0195 0.7119 10.0517 ## N51 3.8000 4.8161
3534 0.0699 80.3071 0.2525 0.9046 ## N48 3.6000 4.6393
3422 0.0604 80.9165 0.2503 0.2030 ## N50 4.7000 5.7428
3130 0.1254 236.1865 0.3506 3.6980 ## N47 3.6000 4.6665
3024 0.4519 1725.1043 2.9502 6.9419 ## N46 3.0000 4.0732
3036 -0.1592 -549.4086 -0.1940 33.9672 ## N45 2.5000 3.6051
2827 0.1400 277.2400 0.9222 0.3178 ## N43 9.2000 9.2180
2726 0.1585 60.6942 0.1268 8.8034 ## N42 7.3000 7.3229
2629 0.1253 114.4973 0.2456 22.1054 ## N37 7.0000 7.0556
2930 0.3195 575.4473 0.8148 7.8373 ## N36 4.4700 5.8144
2725 0.2597 709.2731 2.3439 3.3383 ## N35 3.2000 4.2275
2524 0.2527 707.0702 2.4505 5.0460 ## N34 4.1000 4.1320
2422 0.6510 2437.3060 2.2953 11.2344 ## N31 7.5000 7.5179
L575 0.2078 436.3148 0.4377 1.7059 ## N30 4.2000 5.8135
2117 0.1274 239.5246 0.3971 2.7309 ## N29 6.4000 6.5033
1714B -0.3459 -345.4105 -0.3200 31.0960 ## N28 8.3000 8.3675
1716 1.9811 5537.6398 2.2309 26.0668 ## N27 5.3500 6.7171
1615 1.1817 4289.8558 2.6610 12.4758 ## N26 6.5000 6.6370
1614A 0.8005 1251.1365 1.8058 4.6314 ## N25 4.8700 5.6250
4514B 0.4236 632.5604 0.9487 4.4419 ## N24 2.5900 3.9945
4515 0.1756 933.9749 2.4566 1.8779 ## N23 4.7000 4.8095
1502 1.3390 5227.7867 2.7066 44.1546 ## N22 1.8600 3.4009
14A13 -0.9503 -1651.5127 -0.4081 21.1602 ## N21 2.0000 3.0390
1312 0.9497 1656.0973 0.3870 34.5033 ## N20 6.0000 6.3388
1211 0.9428 1668.8745 0.2549 152.0907 ## N19 4.5000 4.9389
1103 1.1056 2244.0553 0.3811 106.1899 ## N18 1.9000 3.1572
0912 0.0000 0.0000 0.0000 7.6235 ## N17 1.7500 2.9905
0908 0.1219 250.3609 1.0936 5.6019 ## N16 1.3400 2.9703
0811 0.0000 0.0000 0.0000 0.2679 ## N15 1.2100 2.2640
0804 0.2337 485.8182 1.4604 8.2555 ## N14B 1.8000 3.0154
0201 3.3302 9876.0683 1.3682 24.4265 ## N14A 1.6000 2.5470
5248 0.1182 314.5781 0.2638 0.2254 ## N13 1.8600 2.4279
4845 0.1714 459.0434 0.3020 3.9152 ## N12 1.6800 2.2517
4250 0.1474 359.1712 0.1312 1.7838 ## N11 1.3400 2.0385
5338 0.0721 172.2969 0.2843 2.8993 ## N10 3.6000 3.9030
3851 0.0000 0.0000 0.0000 0.0289 ## N9 2.5000 3.3967
4746o 0.1201 93.1063 0.7262 0.5109 ## N8 2.0000 2.9949
4746u 0.1014 768.0423 1.4119 2.4035 ## N7 4.0000 5.0132
4645o 0.1238 101.2318 0.4565 1.9097 ## N6 3.5000 4.5299
4645u 0.0988 759.8980 1.3751 3.0882 ## N5 3.3000 3.8508
3836o 0.1220 382.9584 0.1280 29.6217 ## N4 1.7000 2.4733
3635o 0.0606 29.1666 0.3658 0.2227 ## N3 1.1000 1.7389
2217o 0.0001 0.0006 0.0294 0.0301 ## N2 1.0500 1.6903
2217u 0.9004 3109.2151 2.1132 16.2076 ## N1 0.9300 1.5704
2019o 0.0000 0.0000 0.0000 0.0000 ##
2019u 0.3247 762.7872 2.4712 1.2523 ##
1918o 0.0000 0.0000 0.0000 1.5760 ##
1918u 0.6091 1366.9839 2.4410 14.2280 ##
1817o 0.3272 146.3912 0.5068 13.5811 ##
1817u 0.6017 1598.6015 2.1194 6.5110 ##
1009o 0.0000 0.0000 0.0000 0.0000 ##
1009u 0.1205 249.2119 1.6441 4.4043 ##
0706o 0.0235 5.4419 0.2101 0.2057 ##
0706u 0.0868 220.5760 1.2101 2.1557 ##
0604o 0.1222 50.1864 0.7206 0.1654 ##
0604u 0.3094 900.1651 2.7823 2.7256 ##
0504o 0.0000 0.0000 0.0000 0.0000 ##
0504u 0.1178 240.4049 1.6549 2.1718 ##
0403o 0.0000 0.0000 0.0000 0.0000 ##
0403u 0.9905 2154.0227 2.3490 8.4079 ##
0302o 0.0000 0.0000 0.0000 0.0000 ##
0302u 0.6344 4407.2996 0.6644 26.8017 ##
14a14bo 0.0332 10.9712 0.2803 0.1837 ##
14a14bu 0.1362 387.5187 1.9024 0.7166 ##
FREE # 1 3.3302 9877.4029 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 0.0653 153.6414
N50 N47 0.2238 596.0259
N51 N14B 0.0469 105.7895
N43 N42 0.0670 150.7154
N37 N30 0.0818 162.0195
N35 N34 0.0699 80.3071
N34 N22 0.0604 80.9165
N31 N30 0.1254 236.1865
N30 N24 0.4519 1725.1043
N30 N36 -0.1592 -549.4086
N28 N27 0.1400 277.2400
N27 N26 0.1585 60.6942
N26 N29 0.1253 114.4973
N29 N30 0.3195 575.4473
N27 N25 0.2597 709.2731
N25 N24 0.2527 707.0702
N24 N22 0.6510 2437.3060
N23 N22 0.2078 436.3148
N21 N17 0.1274 239.5246
N17 N14B -0.3459 -345.4105
N17 N16 1.9811 5537.6398
N16 N15 1.1817 4289.8558
N16 N14A 0.8005 1251.1365
N45 N14B 0.4236 632.5604
N45 N15 0.1756 933.9749
N15 N2 1.3390 5227.7867
N13 N14A 0.9503 1651.5127
N13 N12 0.9497 1656.0973
N12 N11 0.9428 1668.8745
N11 N3 1.1056 2244.0553
N9 N8 0.1219 250.3609
N8 N4 0.2337 485.8182
N2 N1 3.3302 9876.0683
N52 N48 0.1182 314.5781
N48 N45 0.1714 459.0434
N42 N50 0.1474 359.1712
N53 N38 0.0721 172.2969
N47 N46 0.3220 861.1486
N46 N45 0.3213 861.1298
N38 N36 0.1220 382.9584
N36 N35 0.0606 29.1666
N22 N17 0.9004 3109.2157
N20 N19 0.3247 762.7872
N19 N18 0.6091 1366.9839
N18 N17 0.7316 1744.9927
N10 N9 0.1205 249.2119
N7 N6 0.1100 The text continues on section 5.