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e100y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 16:24.
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.. 12
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 107.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
2 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N52#1 N52 38.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
4 N52#2 N52 38.000 .22400 9.00 3.000 0.020 0.045 0.000 0.000 0.00
5 N48#1 N48 32.000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
6 N48#2 N48 32.000 .19500 0.00 4.000 0.020 0.045 0.000 0.000 0.00
7 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
8 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
9 N42#1 N42 45.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
10 N42#2 N42 45.000 .28900 0.00 3.000 0.020 0.045 0.000 0.000 0.00
11 N50#1 N50 55.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
12 N50#2 N50 55.000 .30300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
13 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
14 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
15 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
16 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
17 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
18 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N38#1 N38 6.0000 .43000E-01100.00 3.500 0.020 0.045 0.000 0.000 0.00
20 N38#2 N38 35.000 .25000 0.00 3.500 0.020 0.045 0.000 0.000 0.00
21 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
22 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
23 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
24 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
25 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
26 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
27 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
28 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
29 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
30 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
31 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
32 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
33 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
34 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
35 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
36 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
37 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
38 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
39 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
40 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
41 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
42 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
43 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
44 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
45 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
46 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
47 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
50 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
51 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
52 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
53 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
54 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
55 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
56 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
57 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
58 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
59 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
60 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
62 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
63 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
64 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
65 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
66 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
67 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
68 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
69 N51#1 N51 30.000 .10000E-02100.00 3.800 0.020 0.045 0.000 0.000 0.00
70 N51#2 N51 30.000 .14300 0.00 3.800 0.020 0.045 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N54#1 0.0010 2.0000 2.0000
2 N54#2 0.0010 2.0000 2.0000
3 N52#1 0.0010 2.0000 2.0000
4 N52#2 0.0010 2.0000 2.0000
5 N48#1 0.0010 2.0000 2.0000
6 N48#2 0.0010 2.0000 2.0000
7 N43#1 0.0010 2.0000 2.0000
8 N43#2 0.0010 2.0000 2.0000
9 N42#1 0.0010 2.0000 2.0000
10 N42#2 0.0010 2.0000 2.0000
11 N50#1 0.0010 2.0000 2.0000
12 N50#2 0.0010 2.0000 2.0000
13 N47#1 0.0010 2.0000 2.0000
14 N47#2 0.0010 2.0000 2.0000
15 N45#1 0.0010 2.0000 2.0000
16 N45#2 0.0010 2.0000 2.0000
17 N53#1 0.0010 2.0000 2.0000
18 N53#2 0.0010 2.0000 2.0000
19 N38#1 0.0010 2.0000 2.0000
20 N38#2 0.0010 2.0000 2.0000
21 N37#1 0.0010 2.0000 2.0000
22 N37#2 0.0010 2.0000 2.0000
23 N31#1 0.0010 2.0000 2.0000
24 N31#2 0.0010 2.0000 2.0000
25 N28#1 0.0010 2.0000 2.0000
26 N28#2 0.0010 2.0000 2.0000
27 N27#1 0.0010 2.0000 2.0000
28 N27#2 0.0010 2.0000 2.0000
29 N35#1 0.0010 2.0000 2.0000
30 N35#2 0.0010 2.0000 2.0000
31 N23#1 0.0010 2.0000 2.0000
32 N23#2 0.0010 2.0000 2.0000
33 N22#1 0.0010 2.0000 2.0000
34 N22#2 0.0010 2.0000 2.0000
35 N21#1 0.0010 2.0000 2.0000
36 N21#2 0.0010 2.0000 2.0000
37 N20#1 0.0010 2.0000 2.0000
38 N20#2 0.0010 2.0000 2.0000
39 N19#1 0.0010 2.0000 2.0000
40 N19#2 0.0010 2.0000 2.0000
41 N18#1 0.0010 2.0000 2.0000
42 N18#2 0.0010 2.0000 2.0000
43 N17#1 0.0010 2.0000 2.0000
44 N17#2 0.0010 2.0000 2.0000
45 N10#1 0.0010 2.0000 2.0000
46 N10#2 0.0010 2.0000 2.0000
47 N8#1 0.0010 2.0000 2.0000
48 N8#2 0.0010 2.0000 2.0000
49 N7#1 0.0010 2.0000 2.0000
50 N7#2 0.0010 2.0000 2.0000
51 N6#1 0.0010 2.0000 2.0000
52 N6#2 0.0010 2.0000 2.0000
53 N5#1 0.0010 2.0000 2.0000
54 N5#2 0.0010 2.0000 2.0000
55 N4#1 0.0010 2.0000 2.0000
56 N4#2 0.0010 2.0000 2.0000
57 N11#1 0.0010 2.0000 2.0000
58 N11#2 0.0010 2.0000 2.0000
59 N2#1 0.0010 2.0000 2.0000
60 N2#2 0.0010 2.0000 2.0000
61 N26#1 0.0010 2.0000 2.0000
62 N26#2 0.0010 2.0000 2.0000
63 N29#1 0.0010 2.0000 2.0000
64 N29#2 0.0010 2.0000 2.0000
65 N30#1 0.0010 2.0000 2.0000
66 N30#2 0.0010 2.0000 2.0000
67 N36#1 0.0010 2.0000 2.0000
68 N36#2 0.0010 2.0000 2.0000
69 N51#1 0.0010 2.0000 2.0000
70 N51#2 0.0010 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N51#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N51#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 70
Total Tributary Area (hectares). 13.42
Impervious Area (hectares)...... 5.76
Pervious Area (hectares)........ 7.66
Total Width (hectares).......... 2029.70
Percent Imperviousness.......... 42.92
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N54 No Tributary Channel/Pipes
Tributary Subareas........ N54#1 N54#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N48 No Tributary Channel/Pipes
Tributary Subareas........ N48#1 N48#2
N43 No Tributary Channel/Pipes
Tributary Subareas........ N43#1 N43#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N50 No Tributary Channel/Pipes
Tributary Subareas........ N50#1 N50#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N53 No Tributary Channel/Pipes
Tributary Subareas........ N53#1 N53#2
N38 No Tributary Channel/Pipes
Tributary Subareas........ N38#1 N38#2
N37 No Tributary Channel/Pipes
Tributary Subareas........ N37#1 N37#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N27 No Tributary Channel/Pipes
Tributary Subareas........ N27#1 N27#2
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#2
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
N10 No Tributary Channel/Pipes
Tributary Subareas........ N10#1 N10#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N7 No Tributary Channel/Pipes
Tributary Subareas........ N7#1 N7#2
N6 No Tributary Channel/Pipes
Tributary Subareas........ N6#1 N6#2
N5 No Tributary Channel/Pipes
Tributary Subareas........ N5#1 N5#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N26 No Tributary Channel/Pipes
Tributary Subareas........ N26#1 N26#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N51 No Tributary Channel/Pipes
Tributary Subareas........ N51#1 N51#2
***********************************************************
* Hydrographs will be stored for the following 35 INLETS *
***********************************************************
N54 N52 N48 N43 N42 N50
N47 N45 N53 N38 N37 N31
N28 N27 N35 N23 N22 N21
N20 N19 N18 N17 N10 N8
N7 N6 N5 N4 N11 N2
N26 N29 N30 N36 N51
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 540
Final Julian Date = 1903001
Final time of day = 32400. seconds.
Final time of day = 9.00 hours.
Final running time = 9.0000 hours.
Final running time = 0.3750 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N54#1 1924 540 N54#2 1884 540 N52#1 2424 540
N52#2 4020 1080 N48#1 2424 540 N48#2 1888 540
N43#1 1896 540 N43#2 1892 540 N42#1 2424 540
N42#2 1884 540 N50#1 2420 540 N50#2 1888 540
N47#1 1924 540 N47#2 3780 1080 N45#1 1928 540
N45#2 3792 1080 N53#1 1760 540 N53#2 1892 540
N38#1 1904 540 N38#2 1884 540 N37#1 1904 540
N37#2 3816 1080 N31#1 1904 540 N31#2 3820 1080
N28#1 1904 540 N28#2 3816 1080 N27#1 1896 540
N27#2 3788 1080 N35#1 1920 540 N35#2 1920 540
N23#1 1900 540 N23#2 3828 1080 N22#1 1896 540
N22#2 1892 540 N21#1 1896 540 N21#2 3812 1080
N20#1 1868 540 N20#2 1768 540 N19#1 1912 540
N19#2 3752 1080 N18#1 1892 540 N18#2 3772 1080
N17#1 1912 540 N17#2 3880 1080 N10#1 1904 540
N10#2 1884 540 N8#1 1900 540 N8#2 1876 540
N7#1 1900 540 N7#2 1876 540 N6#1 1884 540
N6#2 1840 540 N5#1 1904 540 N5#2 1880 540
N4#1 1900 540 N4#2 1876 540 N11#1 1840 540
N11#2 3824 1080 N2#1 1896 540 N2#2 3788 1080
N26#1 1896 540 N26#2 1860 540 N29#1 1908 540
N29#2 3788 1080 N30#1 1912 540 N30#2 3824 1080
N36#1 1908 540 N36#2 3816 1080 N51#1 2424 540
N51#2 1896 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 107.0000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.435619E+04 107.000
Total Infiltration 1.506806E+02 1.123
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.421034E+04 105.913
Total Water remaining in Surface Storage 3.676525E+00 0.027
Infiltration over the Pervious Area... 1.506806E+02 1.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.436470E+04 107.063
Total Precipitation + Initial Storage. 1.435619E+04 107.000
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0593
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 1.421034E+04 105.913
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 1.420303E+04 105.858
Initial Storage + Inflow.................... 1.421034E+04 105.913
Final Storage + Outflow + Diverted GW....... 1.420303E+04 105.858
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0515
##################################################
# 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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.06329 0.00000 105.07021 0.00000 105.07111
Total Losses (mm)...... 0.00000 1.91420 0.00000 1.91098 0.00000 1.91053
Remaining Depth (mm)... 0.00000 0.02251 0.00000 0.01881 0.00000 0.01836
Peak Runoff Rate (cms). 0.00000 0.15269 0.00000 0.14826 0.00000 0.14201
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.13702 0.00000 107.02641 107.17266 107.02538 0.00000
Peak Runoff Rate (cms). 0.00077 0.00000 0.00077 0.01560 0.00077 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.13702 0.00000 107.02641 107.17266 107.02538 0.00000
Peak Runoff Rate (cms). 0.00077 0.00002 0.00077 0.01560 0.00077 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 107.13702 105.06329 107.02641 105.25943 107.02538 105.07111
Peak Runoff Rate (cms). 0.00077 0.15269 0.00077 0.16386 0.00077 0.14201
Unit Runoff (mm/hr).... 280.85717 261.44615 280.94934 265.55034 280.94935 264.35534
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.07579 0.00000 105.05978 0.00000 105.06873
Total Losses (mm)...... 0.00000 1.90807 0.00000 1.91568 0.00000 1.91171
Remaining Depth (mm)... 0.00000 0.01614 0.00000 0.02454 0.00000 0.01956
Peak Runoff Rate (cms). 0.00000 0.15244 0.00000 0.20708 0.00000 0.21993
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.04821 0.00000 107.03523 0.00000 107.05301 0.00000
Peak Runoff Rate (cms). 0.00074 0.00000 0.00078 0.00000 0.00078 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.04821 0.00000 107.03523 0.00000 107.05301 0.00000
Peak Runoff Rate (cms). 0.00074 0.00002 0.00078 0.00002 0.00078 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 107.04821 105.07579 107.03523 105.05978 107.05301 105.06873
Peak Runoff Rate (cms). 0.00074 0.15244 0.00078 0.20708 0.00078 0.21993
Unit Runoff (mm/hr).... 269.66137 266.03095 281.42948 260.11190 282.52496 263.48245
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.02839 0.00000 105.03711 0.00000 105.07449
Total Losses (mm)...... 0.00000 1.92529 0.00000 1.92316 0.00000 1.90878
Remaining Depth (mm)... 0.00000 0.04632 0.00000 0.03973 0.00000 0.01673
Peak Runoff Rate (cms). 0.00000 0.18505 0.00000 0.17269 0.00000 0.17046
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.15074 107.12520 107.15572 107.13071 106.85382 0.00000
Peak Runoff Rate (cms). 0.02786 0.04593 0.02554 0.04233 0.00058 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.15074 107.12520 107.15572 107.13071 106.85382 0.00000
Peak Runoff Rate (cms). 0.02786 0.04593 0.02554 0.04233 0.00058 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 107.15074 105.40582 107.15572 105.41396 106.85382 105.07449
Peak Runoff Rate (cms). 0.02786 0.23098 0.02554 0.21502 0.00058 0.17046
Unit Runoff (mm/hr).... 280.92556 254.08365 280.93638 256.75165 209.02085 265.57103
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.05797 0.00000 105.08095 0.00000 105.08332
Total Losses (mm)...... 0.00000 1.91640 0.00000 1.90512 0.00000 1.90369
Remaining Depth (mm)... 0.00000 0.02562 0.00000 0.01392 0.00000 0.01299
Peak Runoff Rate (cms). 0.00000 0.17866 0.00000 0.06713 0.00000 0.10203
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.06845 0.00000 107.07336 107.13285 107.07332 107.13529
Peak Runoff Rate (cms). 0.03262 0.00000 0.06853 0.03017 0.10051 0.04572
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.06845 0.00000 107.07336 107.13285 107.07332 107.13529
Peak Runoff Rate (cms). 0.03262 0.00092 0.06853 0.03017 0.10051 0.04572
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) 107.06845 105.05797 107.07336 105.69652 107.07332 105.69891
Peak Runoff Rate (cms). 0.03262 0.17866 0.06853 0.09730 0.10051 0.14775
Unit Runoff (mm/hr).... 275.37071 259.42167 276.39918 271.70481 276.39218 272.25298
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.08023 0.00000 105.04081 0.00000 105.15755
Total Losses (mm)...... 0.00000 1.90555 0.00000 1.92215 0.00000 1.84100
Remaining Depth (mm)... 0.00000 0.01422 0.00000 0.03704 0.00000 0.00145
Peak Runoff Rate (cms). 0.00000 0.12549 0.00000 0.21055 0.00000 0.01612
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.07375 107.14500 107.05463 107.08662 107.12272 0.00000
Peak Runoff Rate (cms). 0.11577 0.04392 0.15644 0.12486 0.03866 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.07375 107.14500 107.05463 107.08662 107.12272 0.00000
Peak Runoff Rate (cms). 0.11577 0.04392 0.15644 0.12486 0.03866 0.00109
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) 107.07375 105.59642 107.05463 105.75685 107.12272 105.15755
Peak Runoff Rate (cms). 0.11577 0.16940 0.15644 0.33540 0.03866 0.01612
Unit Runoff (mm/hr).... 276.47601 270.89512 271.70616 261.83395 280.66533 278.69972
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.11781 0.00000 105.07829 0.00000 105.09158
Total Losses (mm)...... 0.00000 1.87764 0.00000 1.90668 0.00000 1.89827
Remaining Depth (mm)... 0.00000 0.00455 0.00000 0.01504 0.00000 0.01014
Peak Runoff Rate (cms). 0.00000 0.20247 0.00000 0.15661 0.00000 0.11089
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.06094 107.11729 107.05546 0.00000 107.04821 107.08942
Peak Runoff Rate (cms). 0.00075 0.25120 0.00075 0.00000 0.00074 0.13940
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.06094 107.11729 107.05546 0.00000 107.04821 107.08942
Peak Runoff Rate (cms). 0.00075 0.25120 0.00075 0.00002 0.00074 0.13940
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) 107.06094 106.21753 107.05546 105.07829 107.04821 106.19039
Peak Runoff Rate (cms). 0.00075 0.45367 0.00075 0.15661 0.00074 0.25029
Unit Runoff (mm/hr).... 273.51491 278.65221 271.95530 266.89790 269.66137 275.32504
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 104.90515 0.00000 105.01670 0.00000 105.01787
Total Losses (mm)...... 0.00000 1.93898 0.00000 1.92769 0.00000 1.92747
Remaining Depth (mm)... 0.00000 0.15587 0.00000 0.05561 0.00000 0.05466
Peak Runoff Rate (cms). 0.00000 0.18208 0.00000 0.30894 0.00000 0.26060
Total Impervious Area
---------------------
Total Runoff Depth (mm) 106.99505 0.00000 107.08710 107.07313 107.04204 107.15386
Peak Runoff Rate (cms). 0.50209 0.00000 0.09515 0.18838 0.06633 0.03328
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 106.99505 0.00000 107.08710 107.07313 107.04204 107.15386
Peak Runoff Rate (cms). 0.50209 0.01422 0.09515 0.18838 0.06633 0.03328
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) 106.99505 104.90515 107.08710 105.73645 107.04204 105.23147
Peak Runoff Rate (cms). 0.50209 0.18208 0.09515 0.49732 0.06633 0.29388
Unit Runoff (mm/hr).... 250.01181 211.16451 278.54518 255.34546 267.53982 248.09417
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.05682 0.00000 105.05721 0.00000 105.04680
Total Losses (mm)...... 0.00000 1.91685 0.00000 1.91670 0.00000 1.92035
Remaining Depth (mm)... 0.00000 0.02633 0.00000 0.02609 0.00000 0.03284
Peak Runoff Rate (cms). 0.00000 0.07063 0.00000 0.07852 0.00000 0.07029
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.09164 107.16919 107.06849 0.00000 107.06231 0.00000
Peak Runoff Rate (cms). 0.02076 0.00851 0.17448 0.00000 0.16599 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.09164 107.16919 107.06849 0.00000 107.06231 0.00000
Peak Runoff Rate (cms). 0.02076 0.00851 0.17448 0.00494 0.16599 0.00470
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) 107.09164 105.26805 107.06849 105.05721 107.06231 105.04680
Peak Runoff Rate (cms). 0.02076 0.07914 0.17448 0.07852 0.16599 0.07029
Unit Runoff (mm/hr).... 279.04408 261.17582 275.37843 259.12865 273.87829 255.14403
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.04794 0.00000 104.99188 0.00000 105.05387
Total Losses (mm)...... 0.00000 1.91999 0.00000 1.93155 0.00000 1.91795
Remaining Depth (mm)... 0.00000 0.03207 0.00000 0.07657 0.00000 0.02817
Peak Runoff Rate (cms). 0.00000 0.06900 0.00000 0.19148 0.00000 0.07316
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.06051 0.00000 107.02845 0.00000 107.06557 0.00000
Peak Runoff Rate (cms). 0.15816 0.00000 0.49686 0.00000 0.17027 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.06051 0.00000 107.02845 0.00000 107.06557 0.00000
Peak Runoff Rate (cms). 0.15816 0.00448 0.49686 0.01407 0.17027 0.00482
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) 107.06051 105.04794 107.02845 104.99188 107.06557 105.05387
Peak Runoff Rate (cms). 0.15816 0.06900 0.49686 0.19148 0.17027 0.07316
Unit Runoff (mm/hr).... 273.39713 255.57734 262.53405 235.61588 274.69842 257.85141
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.04638 0.00000 105.02250 0.00000 105.02822
Total Losses (mm)...... 0.00000 1.92048 0.00000 1.92655 0.00000 1.92533
Remaining Depth (mm)... 0.00000 0.03313 0.00000 0.05095 0.00000 0.04646
Peak Runoff Rate (cms). 0.00000 0.13627 0.00000 0.50022 0.00000 0.20305
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.06002 0.00000 106.95835 107.16428 107.04821 107.15869
Peak Runoff Rate (cms). 0.34176 0.00000 0.00065 0.04966 0.00074 0.02554
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.06002 0.00000 106.95835 107.16428 107.04821 107.15869
Peak Runoff Rate (cms). 0.34176 0.00968 0.00065 0.04966 0.00074 0.02554
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) 107.06002 105.04638 106.95835 105.19384 107.04821 105.24127
Peak Runoff Rate (cms). 0.34176 0.13627 0.00065 0.54988 0.00074 0.22859
Unit Runoff (mm/hr).... 273.26332 254.98373 237.46619 248.88684 269.66137 251.45247
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).... 107.00000 107.00000 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.02640 0.00000 105.05523 0.00000 105.09400
Total Losses (mm)...... 0.00000 1.92573 0.00000 1.91746 0.00000 1.89658
Remaining Depth (mm)... 0.00000 0.04787 0.00000 0.02732 0.00000 0.00942
Peak Runoff Rate (cms). 0.00000 0.02386 0.00000 0.20641 0.00000 0.08142
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.04842 0.00000 107.08401 107.08219 107.09092 107.15328
Peak Runoff Rate (cms). 0.01709 0.00000 0.10114 0.16077 0.07070 0.03113
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.04842 0.00000 107.08401 107.08219 107.09092 107.15328
Peak Runoff Rate (cms). 0.01709 0.00048 0.10114 0.16077 0.07070 0.03113
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) 107.04842 105.02640 107.08401 105.90655 107.09092 105.65001
Peak Runoff Rate (cms). 0.01709 0.02386 0.10114 0.36717 0.07070 0.11255
Unit Runoff (mm/hr).... 269.73088 247.51243 278.15044 266.57142 278.97108 274.20924
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).... 107.00000 107.00000 107.00000 107.00000
Max Intensity (mm/hr).. 278.62800 278.62800 278.62800 278.62800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 105.07846 0.00000 105.08264
Total Losses (mm)...... 0.00000 1.90658 0.00000 1.90411
Remaining Depth (mm)... 0.00000 0.01496 0.00000 0.01326
Peak Runoff Rate (cms). 0.00000 0.09126 0.00000 0.10571
Total Impervious Area
---------------------
Total Runoff Depth (mm) 107.07469 107.13798 107.02290 0.00000
Peak Runoff Rate (cms). 0.08002 0.03551 0.00077 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 107.07469 107.13798 107.02290 0.00000
Peak Runoff Rate (cms). 0.08002 0.03551 0.00077 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 107.07469 105.63453 107.02290 105.08264
Peak Runoff Rate (cms). 0.08002 0.12678 0.00077 0.10571
Unit Runoff (mm/hr).... 276.65319 270.71193 280.94935 268.35269
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
400.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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240.000 = # # =
| # # |
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RAINFALL | # # |
| ###### # # |
IN | # # # # |
| # # # # |
MM/HR | # # # # |
| # # # # |
| # # # # |
160.000 = # # # # =
| # ##### # |
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80.000 = # ##### =
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0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE TEWANTIN
EXISTING CASE - 1 YEAR -
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 66.0 meters. Maximum Elevation : 8.59 meters.
Main Channel Length : 66.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 66.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 55.0 meters. Maximum Elevation : 8.19 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 7.62 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 15.0 Max Topwidth : 39.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 4.02E+01 m
" " : 0.045 Beyond Station 25.0 Max left bank area : 2.83 m^2
Max right bank area : 2.83 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.90 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 5248
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 5.72 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 10.0 Max Topwidth : 29.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.02E+01 m
" " : 0.045 Beyond Station 20.0 Max left bank area : 1.88 m^2
Max right bank area : 1.88 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4845
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4250
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 9.52 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 20.0 Max Topwidth : 49.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 5.02E+01 m
" " : 0.045 Beyond Station 30.0 Max left bank area : 3.78 m^2
Max right bank area : 3.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5338
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 78.0 meters. Maximum Elevation : 7.69 meters.
Main Channel Length : 78.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 78.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3851
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 42.0 meters. Maximum Elevation : 5.69 meters.
Main Channel Length : 42.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 42.0 meters. Maximum Section Area : 3.82 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 5.0 Max Topwidth : 19.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.02E+01 m
" " : 0.045 Beyond Station 15.0 Max left bank area : 0.93 m^2
Max right bank area : 0.93 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 20.0 meters. Maximum Elevation : 6.17 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 14.87 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.86 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 5.01 m^2
Max right bank area : 5.55 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.30 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14a14bo
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 66.0000 Natural 6.6692 0.0450 34.8760 0.2000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 4342 55.0000 Natural 7.6192 0.0450 39.8760 0.2000
5 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
6 3534 10.0000 Natural 3.9400 0.0350 9.9000 0.4000
7 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
8 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
9 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
10 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
11 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
12 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
13 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
14 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
15 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
16 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
17 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
18 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
19 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
20 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
21 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
22 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
23 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
24 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
25 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
26 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
27 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
28 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
29 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
30 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
31 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
32 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
33 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
34 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
35 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
36 5248 58.0000 Natural 5.7192 0.0450 29.8760 0.2000
37 4845 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
38 4250 58.0000 Natural 9.5192 0.0450 49.8760 0.2000
39 5338 78.0000 Natural 6.6692 0.0450 34.8760 0.2000
40 3851 42.0000 Natural 3.8192 0.0450 19.8760 0.2000
41 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
42 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
43 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
44 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
45 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
46 3635o 20.0000 Natural 14.8725 0.0350 41.8623 0.4000
47 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
48 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
49 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
50 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
51 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
52 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
53 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
54 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
55 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
56 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
57 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
58 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
59 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
60 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
61 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
62 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
63 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
64 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
65 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
66 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
67 14a14bo 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
68 14a14bu 10.0000 Circular 0.0707 0.0130 0.3000 0.3000
Total length of all conduits .... 2717.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5453 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4342 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5248 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4250 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5338 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14a14bu 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.10
5047 0.15
5114b 0.14
4342 0.12
3736 0.17
3534 0.99
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5248 0.12
4845 0.12
4250 0.12
5338 0.09
3851 0.16
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
3836o 0.19
3635o 0.47
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14a14bo 0.98
14a14bu 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.2518E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.1000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.7000 8.5000 0.0000 0.0000 100.0000
3 N52 10.0000 7.2000 7.0000 0.0000 0.0000 100.0000
4 N38 10.0000 6.4000 5.0000 0.0000 0.0000 100.0000
5 N51 10.0000 5.0000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
7 N50 10.0000 5.9000 4.7000 0.0000 0.0000 100.0000
8 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
9 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
10 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
11 N43 10.0000 9.4000 9.2000 0.0000 0.0000 100.0000
12 N42 10.0000 7.5000 7.3000 0.0000 0.0000 100.0000
13 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
14 N36 10.0000 6.1700 4.4700 0.0000 0.0000 100.0000
15 N35 10.0000 5.6000 3.2000 0.0000 0.0000 100.0000
16 N34 10.0000 4.5000 4.1000 0.0000 0.0000 100.0000
17 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
18 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
19 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
20 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
21 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
22 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
23 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
24 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
25 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
26 N22 10.0000 3.9000 1.8600 0.0000 0.0000 100.0000
27 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
28 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
29 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
30 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
31 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
32 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
33 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
34 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
35 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
36 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
37 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
38 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
39 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
40 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
41 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
42 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
43 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
44 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
45 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
46 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
47 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
48 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160933.7350 21464.0650 No Ponding Normal 0 0.0000
2 N53 -161132.8250 14803.0350 No Ponding Normal 0 0.0000
3 N52 -168049.5300 21557.1050 No Ponding Normal 0 0.0000
4 N38 -171342.0350 13776.1850 No Ponding Normal 0 0.0000
5 N51 -183391.7200 13671.2150 No Ponding Normal 0 0.0000
6 N48 -176025.4150 19815.8450 No Ponding Normal 0 0.0000
7 N50 -177291.3350 28776.7250 No Ponding Normal 0 0.0000
8 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
9 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
10 N45 -183781.4150 18191.7850 No Ponding Normal 0 0.0000
11 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
12 N42 -168854.7100 30176.4750 No Ponding Normal 0 0.0000
13 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
14 N36 -171002.6100 8477.4020 No Ponding Normal 0 0.0000
15 N35 -176413.7050 7885.9300 No Ponding Normal 0 0.0000
16 N34 -180869.7350 7741.9235 No Ponding Normal 0 0.0000
17 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
18 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
19 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
20 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
21 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
22 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
23 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
24 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
25 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
26 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
27 N21 -185150.2150 10420.6175 No Ponding Normal 0 0.0000
28 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
29 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
30 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
31 N17 -189367.5450 11390.8700 No Ponding Normal 0 0.0000
32 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
33 N15 -194635.3350 18302.1200 No Ponding Normal 0 0.0000
34 N14B -191784.3100 13315.6200 No Ponding Normal 0 0.0000
35 N14A -195516.3200 13900.7250 No Ponding Normal 0 0.0000
36 N13 -199544.1450 14155.5750 No Ponding Normal 0 0.0000
37 N12 -202640.9100 14379.8100 No Ponding Normal 0 0.0000
38 N11 -207024.4300 14873.4250 No Ponding Normal 0 0.0000
39 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
40 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
41 N8 -207636.5450 6126.5595 No Ponding Normal 0 0.0000
42 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
43 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
44 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
45 N4 -211049.3300 11314.7800 No Ponding Normal 0 0.0000
46 N3 -210711.3350 16862.2550 No Ponding Normal 0 0.0000
47 N2 -213577.0250 20559.9200 No Ponding Normal 0 0.0000
48 N1 -214633.7250 25034.5200 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N52 8.9000 7.0000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 5114b N51 N14B 4.8000 3.0000 No Design
4 4342 N43 N42 9.2000 7.3000 No Design
5 3736 N37 N30 7.0000 5.5200 No Design
6 3534 N35 N34 4.2000 4.1000 No Design
7 3422 N34 N22 4.1000 3.4000 No Design
8 3130 N31 N30 7.5000 5.7000 No Design
9 3024 N30 N24 4.2000 2.8600 No Design
10 3036 N30 N36 5.6200 5.5200 No Design
11 2827 N28 N27 8.3000 6.7000 No Design
12 2726 N27 N26 6.7000 6.5000 No Design
13 2629 N26 N29 6.5000 6.4000 No Design
14 2930 N29 N30 6.4000 5.6200 No Design
15 2725 N27 N25 5.3500 4.8700 No Design
16 2524 N25 N24 4.8700 2.8600 No Design
17 2422 N24 N22 2.5900 1.8600 No Design
18 L575 N23 N22 4.7000 3.4000 No Design
19 2117 N21 N17 3.0000 2.9500 No Design
20 1714B N17 N14B 2.8500 2.8000 No Design
21 1716 N17 N16 1.7500 1.3500 No Design
22 1615 N16 N15 1.3400 1.2100 No Design
23 1614A N16 N14A 1.6500 1.6000 No Design
24 4514B N45 N14B 3.5000 2.8500 No Design
25 4515 N45 N15 2.5000 1.2100 No Design
26 1502 N15 N2 1.2100 1.0500 No Design
27 14A13 N13 N14A 1.8600 1.6000 No Design
28 1312 N13 N12 1.8600 1.6800 No Design
29 1211 N12 N11 1.6800 1.3400 No Design
30 1103 N11 N3 1.3400 1.1000 No Design
31 0912 N9 N12 3.5000 2.0000 No Design
32 0908 N9 N8 2.5000 2.0000 No Design
33 0811 N8 N11 3.0000 2.0000 No Design
34 0804 N8 N4 2.0000 1.7000 No Design
35 0201 N2 N1 1.0500 0.9300 No Design
36 5248 N52 N48 7.0000 4.8000 No Design
37 4845 N48 N45 4.6000 3.5000 No Design
38 4250 N42 N50 7.3000 5.7000 No Design
39 5338 N53 N38 8.5000 6.0000 No Design
40 3851 N38 N51 6.1500 4.8000 No Design
41 4746o N47 N46 4.6000 4.0000 No Design
42 4746u N47 N46 3.6000 3.0000 No Design
43 4645o N46 N45 4.0000 3.5000 No Design
44 4645u N46 N45 3.0000 2.5000 No Design
45 3836o N38 N36 6.0000 5.5200 No Design
46 3635o N36 N35 5.7700 5.2000 No Design
47 2217o N22 N17 3.4000 2.9500 No Design
48 2217u N22 N17 1.8600 1.7500 No Design
49 2019o N20 N19 7.0000 6.0000 No Design
50 2019u N20 N19 6.0000 4.5000 No Design
51 1918o N19 N18 6.0000 3.0000 No Design
52 1918u N19 N18 4.5000 1.9000 No Design
53 1817o N18 N17 3.0000 2.9500 No Design
54 1817u N18 N17 1.9000 1.7500 No Design
55 1009o N10 N9 4.6000 3.5000 No Design
56 1009u N10 N9 3.6000 2.5000 No Design
57 0706o N7 N6 5.0000 4.5000 No Design
58 0706u N7 N6 4.0000 3.5000 No Design
59 0604o N6 N4 4.5000 2.8000 No Design
60 0604u N6 N4 3.5000 1.7000 No Design
61 0504o N5 N4 4.3000 2.8000 No Design
62 0504u N5 N4 3.3000 1.7000 No Design
63 0403o N4 N3 2.8000 2.0000 No Design
64 0403u N4 N3 1.7000 1.1000 No Design
65 0302o N3 N2 1.8200 1.8100 No Design
66 0302u N3 N2 1.1000 1.0500 No Design
67 14a14bo N14B N14A 2.9900 2.5000 No Design
68 14a14bu N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE TEWANTIN
EXISTING CASE
Title from immediately preceding computational layer
EAGLE DRIVE TEWANTIN
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 35
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.15
#################################################
# Element numbers of interface inlet locations: #
#################################################
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 75.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.3077 5.7693 5.0000
N51 2.9988 7.4969 25.0000
N48 2.6183 6.5456 35.0000
N50 2.2530 5.6326 45.0000
N47 1.2733 3.1831 555.0000
N46 1.9621 4.9054 17375.0000
N45 1.1585 2.8962 15.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 1.8767 4.6918 15.0000
N35 3.3170 8.2926 0.0000
N34 50.0000 50.0000 0.0000
N31 48.0080 50.0000 0.0000
N30 0.3760 0.9400 125.0000
N29 50.0000 50.0000 0.0000
N28 41.5484 50.0000 0.0000
N27 2.0461 5.1153 345.0000
N26 36.7952 50.0000 0.0000
N25 2.6479 6.6198 0.0000
N24 0.8553 2.1383 15.0000
N23 16.7097 41.7744 0.0000
N22 0.6370 1.5926 255.0000
N21 1.7073 4.2683 100.0000
N20 1.0553 2.6383 240.0000
N19 0.5624 1.4059 395.0000
N18 1.0620 2.6550 25.0000
N17 3.8902 9.7256 40.0000
N16 2.9851 7.4627 0.0000
N15 12.6771 31.6929 0.0000
N14B 0.6006 1.5015 490.0000
N14A 14.5762 36.4405 0.0000
N13 50.0000 50.0000 0.0000
N12 30.9936 50.0000 0.0000
N11 39.4263 50.0000 0.0000
N10 1.3075 3.2687 775.0000
N9 1.3061 3.2652 300.0000
N8 0.7846 1.9614 20.0000
N7 0.9252 2.3129 200.0000
N6 0.9757 2.4393 15.0000
N5 1.9225 4.8062 65.0000
N4 2.2406 5.6015 50.0000
N3 26.2400 50.0000 0.0000
N2 20.4997 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N46
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 5.1667 0.0008 0.0344 Normal Soln
5047 32.0316 32.0316 50.0000 0.0000 0.0022 0.3271 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0105 0.0944 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0009 0.0288 Normal Soln
3736 35.0555 35.0555 50.0000 0.0000 -0.0016 0.0246 Normal Soln
3534 4.5114 4.5114 11.1407 0.0000 -0.0111 0.5440 Normal Soln
3422 18.2908 18.2908 50.0000 0.0000 0.0107 0.5251 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0037 0.0417 Normal Soln
3024 7.3780 7.3780 17.2720 0.0000 -0.0133 2.3066 Normal Soln
3036 10.8754 10.8754 45.1160 0.0000 0.0119 0.5382 Normal Soln
2827 28.4986 28.4986 45.5470 0.0000 0.0021 0.0410 Normal Soln
2726 7.4153 7.4153 44.7167 0.0000 -0.0130 0.0771 Normal Soln
2629 31.1444 31.1444 50.0000 0.0000 -0.0029 0.4663 Normal Soln
2930 27.3933 27.3933 50.0000 0.0000 0.0054 0.1726 Normal Soln
2725 4.9661 4.9661 12.4933 0.0000 0.0032 2.4107 Normal Soln
2524 14.4056 14.4056 32.6837 0.0000 -0.0030 1.9904 Normal Soln
2422 6.2611 6.2611 17.1009 0.0000 -0.0313 1.9987 Normal Soln
L575 46.3260 46.3260 50.0000 0.0000 -0.0047 0.2282 Normal Soln
2117 6.6535 6.6535 21.8041 0.0000 -0.0042 0.0828 Normal Soln
1714B 14.8593 14.8593 50.0000 0.0000 0.0400 0.6895 Normal Soln
1716 4.6339 4.6339 12.7609 0.0000 -0.0194 1.6056 Normal Soln
1615 3.9153 3.9153 9.8709 0.0000 -0.0077 3.6908 Normal Soln
1614A 1.7844 1.7844 5.2813 39.7500 -0.0138 3.7919 Normal Soln
4514B 14.7644 14.7644 24.6977 0.0000 0.0210 0.0911 Normal Soln
4515 5.7060 5.7060 13.0201 0.0000 -0.0043 2.1598 Normal Soln
1502 15.1391 15.1391 33.2115 0.0000 0.0097 4.8051 Normal Soln
14A13 3.8139 3.8139 15.6007 0.0000 -0.0229 0.4943 Normal Soln
1312 6.1883 6.1883 24.6762 0.0000 0.0250 0.5141 Normal Soln
1211 14.2129 14.2129 50.0000 0.0000 0.0194 0.3563 Normal Soln
1103 15.6752 15.6752 50.0000 0.0000 0.0169 0.2462 Normal Soln
0912 28.5183 28.5183 50.0000 0.0000 -0.0019 0.0321 Normal Soln
0908 11.3751 11.3751 41.7802 0.0000 0.0035 2.1446 Normal Soln
0811 31.3926 31.3926 50.0000 0.0000 0.0024 0.0824 Normal Soln
0804 10.7921 10.7921 33.6889 0.0000 0.0067 2.9961 Normal Soln
0201 3.0585 3.0585 7.3207 295.8333 -0.5512 0.1835 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0011 0.0692 Normal Soln
4845 43.5144 43.5144 50.0000 0.0000 0.0020 0.2961 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0013 0.0547 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0010 0.0361 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 13.8642 13.8642 23.9775 0.0000 0.0032 0.0552 Normal Soln
4746u 5.2900 5.2900 17.6715 0.0000 0.0028 1.6611 Normal Soln
4645o 24.1776 24.1776 50.0000 0.0000 0.0033 0.0604 Normal Soln
4645u 6.9544 6.9544 24.0038 0.0000 0.0057 2.6473 Normal Soln
3836o 29.8239 29.8239 50.0000 0.0000 0.0016 0.0540 Normal Soln
3635o 14.1795 14.1795 29.2047 0.0000 0.0149 0.0865 Normal Soln
2217o 17.2722 17.2722 33.7183 0.0000 0.0132 0.2279 Normal Soln
2217u 5.5233 5.5233 15.5667 0.0000 -0.0771 4.0798 Normal Soln
2019o 21.4618 21.4618 36.4898 0.0000 0.0074 0.0646 Normal Soln
2019u 5.1352 5.1352 11.5511 0.0000 0.0129 1.6643 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0064 0.0332 Normal Soln
1918u 15.8596 15.8596 36.8624 0.0000 0.0176 2.0936 Normal Soln
1817o 14.5436 14.5436 38.4492 0.0000 0.0078 0.2428 Normal Soln
1817u 3.9682 3.9682 9.9103 0.0000 -0.0219 3.9906 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0138 0.0160 Normal Soln
1009u 10.3615 10.3615 29.8722 0.0000 -0.0023 2.0248 Normal Soln
0706o 28.1516 28.1516 50.0000 0.0000 -0.0023 0.0458 Normal Soln
0706u 6.7717 6.7717 24.4422 0.0000 -0.0025 1.8965 Normal Soln
0604o 29.2938 29.2938 48.6018 0.0000 -0.0061 0.1355 Normal Soln
0604u 9.6877 9.6877 20.7924 0.0000 0.0043 2.2368 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0093 0.0323 Normal Soln
0504u 12.3750 12.3750 33.3963 0.0000 -0.0164 1.9561 Normal Soln
0403o 12.1772 12.1772 25.5021 0.0000 -0.0089 0.1294 Normal Soln
0403u 3.2690 3.2690 7.0620 0.0000 0.0106 1.2405 Normal Soln
0302o 5.4977 5.4977 15.1134 0.0000 0.0213 2.6480 Normal Soln
0302u 2.7164 2.7164 11.9104 0.0000 0.0144 0.7816 Normal Soln
14a14bo 5.6454 5.6454 28.1212 0.0000 0.0268 0.0903 Normal Soln
14a14bu 1.9135 1.9135 5.2683 19.2500 -0.0096 3.4173 Normal Soln
The conduit with the smallest time step limitation was..0201
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................0201
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.00 / 6.00/ N51/ 1.00 / 4.80/ N48/ 1.00 / 4.60/
N50/ 1.00 / 5.70/ N47/ 0.00 / 3.60/ N46/ 0.00 / 3.00/
N45/ 0.00 / 2.50/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.15 / 5.62/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.01 / 4.21/
N29/ 0.00 / 6.40/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.02 / 1.88/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.02 / 1.36/ N15/ 0.03 / 1.24/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.02 / 1.07/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00*/
1918u/ 0.00*/ 1817o/ 0.00 / 1817u/ 0.00*/
1009o/ 0.00*/ 1009u/ 0.00*/ 0706o/ 0.00*/
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00*/ 0504u/ 0.00*/ 0403o/ 0.00*/
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.01 / 5047/ 0.01 / 5114b/ 0.01 /
4342/ 0.01 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.47 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.09 / 2725/ 0.16 /
2524/ 0.19 / 2422/ 0.28 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.36 /
1615/ 0.20 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.22 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.07 / 0201/ 0.10 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.17 /
4645o/ 0.00 / 4645u/ 0.11 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.22 /
2019o/ 0.00 / 2019u/ 0.31 / 1918o/ 0.00 /
1918u/ 0.21 / 1817o/ 0.00 / 1817u/ 0.16 /
1009o/ 0.00 / 1009u/ 0.10 / 0706o/ 0.00 /
0706u/ 0.06 / 0604o/ 0.00 / 0604u/ 0.23 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.38 / 5047/ 0.24 / 5114b/ 0.06 /
4342/ 0.27 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.06 / 3024/ 0.18 /
3036/ 3.25 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.49 / 2930/ 0.21 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.03 / 1714B/ 1.68 / 1716/ 0.41 /
1615/ 0.30 / 1614A/ 0.33 / 4514B/ 0.04 /
4515/ 0.15 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.11 /
0912/ 0.20 / 0908/ 0.15 / 0811/ 0.02 /
0804/ 0.18 / 0201/ 0.29 / 5248/ 0.33 /
4845/ 0.23 / 4250/ 0.37 / 5338/ 1.98 /
3851/ 0.03 / 4746o/ 0.01 / 4746u/ 0.12 /
4645o/ 0.03 / 4645u/ 0.12 / 3836o/ 3.30 /
3635o/ 0.01 / 2217o/ 0.39 / 2217u/ 0.29 /
2019o/ 0.27 / 2019u/ 0.18 / 1918o/ 0.08 /
1918u/ 0.24 / 1817o/ 0.21 / 1817u/ 0.24 /
1009o/ 0.01 / 1009u/ 0.15 / 0706o/ 0.13 /
0706u/ 0.12 / 0604o/ 0.17 / 0604u/ 0.15 /
0504o/ 0.09 / 0504u/ 0.12 / 0403o/ 0.02 /
0403u/ 0.29 / 0302o/ 0.09 / 0302u/ 1.50 /
14a14bo/ 0.01 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.00 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.00 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.29 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.02 / N15/ 0.03 /
N14B/ 1.20 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.01 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.01 /
N3/ 0.00 / N2/ 0.02 / N1/ 0.00 /
Junction/ Freeboard
N54/ 1.10 / N53/ 1.50 / N52/ 3.00 /
N38/ 4.00 / N51/ 5.20 / N48/ 5.40 /
N50/ 4.30 / N47/ 6.40 / N46/ 7.00 /
N45/ 7.50 / N43/ 0.80 / N42/ 2.70 /
N37/ 3.00 / N36/ 4.38 / N35/ 5.80 /
N34/ 5.90 / N31/ 2.50 / N30/ 5.79 /
N29/ 3.60 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.40 /
N23/ 5.30 / N22/ 8.12 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.64 / N15/ 8.76 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.93 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.03 / N53/ 0.03 / N52/ 0.04 /
N38/ 1.10 / N51/ 1.02 / N48/ 1.06 /
N50/ 1.07 / N47/ 1.11 / N46/ 1.12 /
N45/ 1.17 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.07 / N36/ 1.40 / N35/ 1.18 /
N34/ 0.18 / N31/ 0.03 / N30/ 1.68 /
N29/ 0.16 / N28/ 0.09 / N27/ 1.39 /
N26/ 0.24 / N25/ 0.86 / N24/ 1.62 /
N23/ 0.13 / N22/ 1.80 / N21/ 1.19 /
N20/ 1.04 / N19/ 1.59 / N18/ 1.35 /
N17/ 1.44 / N16/ 1.85 / N15/ 1.32 /
N14B/ 1.33 / N14A/ 1.35 / N13/ 0.87 /
N12/ 0.93 / N11/ 1.06 / N10/ 1.02 /
N9/ 1.03 / N8/ 1.05 / N7/ 1.04 /
N6/ 1.08 / N5/ 1.03 / N4/ 1.18 /
N3/ 0.97 / N2/ 0.99 / N1/ 0.99 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.16 / 2827/ 0.00 / 2726/ 0.00 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.01 / 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/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.16 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.00 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Final Volume
5453/ 0.10 / 5047/ 0.09 / 5114b/ 0.02 /
4342/ 0.06 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.06 /
3036/ 2.93 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.18 / 2930/ 0.08 / 2725/ 0.01 /
2524/ 0.01 / 2422/ 0.09 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.08 /
1615/ 0.13 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.06 / 1502/ 0.48 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.19 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.15 / 5248/ 0.08 /
4845/ 0.11 / 4250/ 0.09 / 5338/ 0.62 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.02 / 3836o/ 6.54 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.11 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.09 / 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/ 0.33 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.02 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.01 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.21/ 2.87/
3036/ 5.62/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.40 2930/ 6.40/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.88 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.36/
1615/ 1.36/ 1.24 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.24 1502/ 1.24/ 1.07 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.07/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.00/
3851/ 6.00/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.00/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.88/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.07/ 1.07 0302u/ 1.10/ 1.07/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 8299
Total number of time steps during simulation.... 5968
Ratio of actual # of time steps / NTCYC......... 1.381
Average number of iterations per time step...... 1.391
Average time step size(seconds)................ 3.619
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.455
Average minimum implicit time step (sec)........ 1.517
Average minimum junction time step (sec)........ 1.517
Average Courant Factor Tf....................... 1.517
Number of times omega reduced................... 58
*=========================================================*
| 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 1.08 6473 0 5 0 0 0
N53 0 1.10 6565 0 5 0 0 0
N52 0 1.18 7060 0 7 0 0 0
N38 0 1.16 6900 1 18 1 0 0
N51 0 1.09 6517 1 33 1 1 0
N48 0 1.16 6899 1 27 1 1 0
N50 0 1.24 7398 1 21 1 0 0
N47 0 1.37 8174 0 7 0 0 0
N46 0 1.40 8384 1 9 0 0 0
N45 0 1.54 9205 3 18 2 0 0
N43 0 1.09 6524 0 5 0 0 0
N42 0 1.17 7005 0 7 0 0 0
N37 0 1.10 6563 0 5 0 0 0
N36 0 1.59 9505 0 9 0 0 0
N35 0 1.43 8514 0 15 1 0 0
N34 0 1.40 8354 1 18 1 0 0
N31 0 1.15 6852 0 8 0 0 0
N30 0 1.61 9608 2 16 5 0 0
N29 0 1.37 8170 0 7 0 0 0
N28 0 1.13 6746 1 7 0 0 0
N27 0 1.48 8825 3 25 1 1 0
N26 0 1.36 8103 0 15 1 0 0
N25 0 1.20 7171 0 11 1 0 0
N24 0 1.32 7857 1 10 1 0 0
N23 0 1.22 7291 0 7 0 0 0
N22 0 1.65 9874 13 18 2 0 0
N21 0 1.41 8431 1 20 1 0 0
N20 0 1.33 7930 1 20 1 0 0
N19 0 1.48 8830 0 14 3 0 0
N18 0 1.50 8970 0 8 0 0 0
N17 0 1.99 11884 2 12 2 0 0
N16 0 1.54 9181 0 14 5 0 0
N15 0 1.28 7653 0 7 0 0 0
N14B 0 1.92 11467 1 16 2 0 0
N14A 0 1.73 10342 2 16 15 0 0
N13 0 1.60 9566 0 7 0 0 0
N12 0 1.54 9166 0 7 0 0 0
N11 0 1.60 9551 0 10 1 0 0
N10 0 1.16 6945 2 9 0 0 0
N9 0 1.31 7828 0 7 0 0 0
N8 0 1.38 8223 0 18 1 0 0
N7 0 1.20 7133 0 14 1 0 0
N6 0 1.45 8644 1 12 2 0 0
N5 0 1.19 7089 1 15 1 0 0
N4 0 1.62 9673 0 9 0 0 0
N3 0 2.00 11937 0 8 0 0 0
N2 0 1.81 10815 0 9 0 0 0
N1 0 1.62 9649 18 27 22 2 0
Total number of iterations for all junctions.. 401444
Minimum number of possible iterations......... 286464
Efficiency of the simulation.................. 1.40
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 8.9251 0 25 0.0000 1.0749 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5256 0 25 0.0000 1.4744 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0356 0 26 0.0000 2.9644 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.1048 0 28 0.0000 3.8952 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8237 0 25 0.0000 5.1763 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6626 0 25 0.0000 5.3374 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7665 0 27 0.0000 4.2335 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.7120 0 25 0.0000 5.2880 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1222 0 26 0.0000 5.8778 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6660 0 26 0.0000 6.3340 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2234 0 25 0.0000 0.7766 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3310 0 26 0.0000 2.6690 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0737 0 25 0.0000 2.9263 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8694 0 26 0.0000 4.1306 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3800 0 26 0.0000 5.6200 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2759 0 26 0.0000 5.7241 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5267 0 25 0.0000 2.4733 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8799 0 25 0.0000 4.1201 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5595 0 25 0.0000 3.4405 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3877 0 25 0.0000 1.6123 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7414 0 25 0.0000 3.2586 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7438 0 25 0.0000 3.2562 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7265 0 25 0.4815 4.2735 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.2128 0 27 0.9028 5.7872 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8303 0 25 0.0000 5.1697 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.6625 0 27 0.0000 6.3375 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1871 0 27 0.0000 6.8129 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0375 0 25 0.0000 2.9625 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0933 0 25 0.0000 3.9067 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2505 0 27 0.0000 6.7495 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1871 0 27 0.0000 6.8129 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1863 0 27 0.7863 6.8137 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.5282 0 30 0.4932 7.4718 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1327 0 27 0.0000 6.8673 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.9489 0 28 0.0000 7.0511 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.7326 0 28 0.0000 7.2674 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.6091 0 29 0.0000 7.3909 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.4018 0 30 0.0000 7.5982 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6222 0 25 0.0000 5.3778 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5300 0 25 0.0000 6.4700 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0539 0 25 0.0000 6.9461 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0387 0 25 0.0000 4.9613 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5772 0 25 0.0000 5.4228 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3313 0 25 0.0000 5.6687 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8790 0 25 0.0000 7.1210 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0709 0 31 0.0000 7.9291 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 2.0371 0 31 0.0000 7.9629 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.9167 0 31 0.0000 8.0833 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 0.1414 0 25 0.1928 0 25 0.0170 8.9251 7.0356 .1257 .1781
5047 2.8812 1.4600 200.0000 0.4652 0 27 0.5511 0 27 0.1615 5.7665 4.7120 .3327 .5601
5114b 3.5733 1.8108 200.0000 0.1039 0 25 0.3916 0 16 0.0291 4.8237 3.1327 .1187 .6637
4342 10.3858 1.3631 200.0000 0.1439 0 25 0.2011 0 25 0.0139 9.2234 7.3310 .1169 .1549
3736 14.9983 3.6090 400.0000 0.1618 0 25 0.7418 0 11 0.0108 7.0737 5.8799 .1842 .8996
3534 5.8173 1.4765 400.0000 1.5680 0 26 0.8976 0 26 0.2696 4.3800 4.2758 .4500 .4396
3422 6.0122 1.5213 400.0000 1.5618 0 26 0.7403 0 26 0.2598 4.2759 3.6625 .4396 .6562
3130 13.5508 2.2744 300.0000 0.2436 0 25 0.3940 0 13 0.0180 7.5267 5.8799 .0890 .5995
3024 0.4621 2.9058 450.0000 0.4523 0 53 2.9528 0 54 0.9786 5.8799 4.2128 3.733 3.006
3036 6.7857 1.4251 400.0000 1.1349 0 26 0.3990 0 26 0.1672 5.8799 5.8694 .6496 .8736
2827 15.5945 3.7524 400.0000 0.2805 0 25 1.0978 0 25 0.0180 8.3877 6.7870 .2192 .2175
2726 18.5574 3.1124 300.0000 0.5618 0 25 0.2299 0 10 0.0303 6.7414 6.7438 .1381 .8127
2629 2.4524 0.5150 400.0000 0.5535 0 25 0.3981 0 25 0.2257 6.7438 6.5595 .6095 .3988
2930 11.6053 2.4373 400.0000 0.9768 0 25 0.9447 0 14 0.0842 6.5595 5.8799 .3988 .6496
2725 0.2218 2.0080 375.0000 0.2606 0 11 2.4013 0 10 1.1753 6.7414 5.7265 3.710 2.284
2524 0.2779 2.5163 375.0000 0.2488 0 11 2.4495 0 11 0.8952 5.7265 4.2128 2.284 3.607
2422 0.8401 2.9711 600.0000 0.6491 0 49 2.2854 0 49 0.7727 4.2128 3.6625 2.704 3.004
L575 4.4056 1.1111 300.0000 0.4451 0 25 0.4822 0 19 0.1010 4.8303 3.6625 .4342 .8749
2117 10.3655 2.0976 500.0000 0.2328 0 25 0.4589 0 15 0.0225 3.1871 3.1871 .3741 .4741
1714B 8.1188 0.9553 500.0000 2.3639 0 27 0.5533 0 27 0.2912 3.1871 3.1327 .6741 .6655
1716 3.1532 3.6415 1050.000 2.0498 0 17 2.3509 0 19 0.6501 3.1871 3.1862 1.368 1.748
1615 0.7725 1.7486 750.0000 1.2159 0 20 2.7353 0 19 1.5740 3.1863 2.5282 2.461 1.757
1614A 0.7872 1.7819 750.0000 0.8400 0 17 1.8944 0 17 1.0671 3.1863 2.9489 2.048 1.798
4514B 28.0567 3.5017 450.0000 1.0870 0 26 0.9754 0 14 0.0387 3.6660 3.1327 .3688 .6283
4515 0.1942 2.7467 300.0000 0.1758 1 10 2.4593 1 10 0.9052 3.6660 2.5282 3.886 4.393
1502 0.6052 1.1322 825.0000 1.3683 0 19 2.7100 0 15 2.2607 2.5280 2.0371 1.597 1.196
14A13 16.6072 0.8411 1700.000 -4.0533 0 28 -0.6418 0 27 -0.2441 2.9489 2.7326 .6405 .6662
1312 15.7543 0.6101 1400.000 4.0436 0 28 0.5673 0 26 0.2567 2.7326 2.6091 .6233 .6637
1211 22.0747 0.6694 1700.000 3.9320 0 29 0.3894 0 28 0.1781 2.6091 2.4018 .5466 .6246
1103 34.9730 0.7240 2000.000 4.2921 0 30 0.4425 0 30 0.1227 2.4018 2.0709 .5309 .4854
0912 7.4604 1.8954 400.0000 0.1037 0 25 0.0537 0 25 0.0139 3.5300 2.6091 .0750 1.522 *
0908 0.1628 1.4741 375.0000 0.1336 0 13 1.1968 0 13 0.8206 3.5300 3.0539 2.746 2.810
0811 6.0914 1.5476 400.0000 0.2240 0 25 0.3520 0 18 0.0368 3.0539 2.4018 .1346 1.004 *
0804 0.2208 1.3886 450.0000 0.2376 0 12 1.4844 0 12 1.0759 3.0539 2.8790 2.341 2.619
0201 142.3584 2.9703 2000.000 6.7783 0 31 1.3661 0 52 0.0476 2.0371 1.9167 .4936 .4934
5248 8.1651 1.4277 200.0000 0.2510 0 26 0.3564 0 26 0.0307 7.0356 4.8275 .1781 .1373
4845 2.5500 1.2922 200.0000 0.3717 0 25 0.3464 0 25 0.1458 4.6626 3.6660 .3128 .8299
4250 11.5986 1.2184 200.0000 0.3170 0 26 0.1692 0 25 0.0273 7.3310 5.7665 .1549 .3327
5338 8.7547 1.3127 200.0000 0.1563 0 25 0.1414 0 0 0.0179 8.5256 6.1048 .1281 .5241
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1048 4.8237 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.4794 0 25 1.0428 0 25 0.0276 4.7120 4.1222 .2800 .3056
4746u 0.1498 2.1194 300.0000 0.1016 0 16 1.4147 0 16 0.6784 4.7120 4.1222 3.706 3.740
4645o 15.8729 2.3953 400.0000 0.4777 0 26 0.5964 0 26 0.0301 4.1222 3.6660 .3056 .4149
4645u 0.1105 1.5637 300.0000 0.0988 0 19 1.3748 0 18 0.8942 4.1222 3.6660 3.740 3.886
3836o 9.9729 2.0945 400.0000 0.2677 0 28 0.1454 0 29 0.0268 6.1048 5.8694 .2621 .8736
3635o 35.6736 2.3986 400.0000 1.5343 0 26 0.6848 0 26 0.0430 5.8694 5.2957 .2486 .2392
2217o 14.0423 2.7133 500.0000 1.6002 0 27 1.0380 0 42 0.1140 3.6625 3.2098 .5249 .5196
2217u 0.6241 1.4127 750.0000 0.9985 0 49 2.2484 0 49 1.5999 3.6625 3.1871 2.403 1.916
2019o 11.6942 3.9474 300.0000 0.3749 0 25 0.8221 0 22 0.0321 7.0375 6.0933 .1251 .3110
2019u 0.6375 4.0085 450.0000 0.4161 0 34 2.6014 0 34 0.6527 7.0375 6.0933 2.305 3.540
1918o 18.5045 3.0423 400.0000 0.3063 0 25 0.2569 0 25 0.0166 6.0933 3.2505 .2332 .6262
1918u 0.9440 3.3387 600.0000 0.8516 0 25 2.9841 0 25 0.9021 6.0933 3.2505 2.655 2.250
1817o 9.1593 1.0777 500.0000 1.1131 0 27 0.5724 0 22 0.1215 3.2505 3.1871 .5010 .4741
1817u 0.5070 1.7932 600.0000 0.6316 0 12 2.2248 0 12 1.2458 3.2505 3.1871 2.250 2.395
1009o 8.3091 2.9879 300.0000 0.0645 0 25 0.4517 0 25 0.0078 4.6222 3.5300 .0739 .1000
1009u 0.2415 2.1864 375.0000 0.1842 0 23 1.6763 0 11 0.7626 4.6222 3.5300 2.725 2.746
0706o 7.2322 2.5962 300.0000 0.1399 0 25 0.3869 0 24 0.0193 5.0387 4.5772 .1291 .2573
0706u 0.1248 1.7661 300.0000 0.0881 0 11 1.2277 0 11 0.7056 5.0387 4.5772 3.462 3.590
0604o 9.6606 3.5623 300.0000 0.6244 0 25 1.1736 0 25 0.0646 4.5772 2.8790 .2573 .2632
0604u 0.3116 2.8210 375.0000 0.3051 0 11 2.7419 0 11 0.9793 4.5772 2.8790 2.872 3.143
0504o 8.6316 3.1413 300.0000 0.1163 0 25 0.4469 0 15 0.0135 4.3313 2.8790 .1044 .2632
0504u 0.1541 2.1802 300.0000 0.1352 0 13 1.8868 0 13 0.8770 4.3313 2.8790 3.437 3.929
0403o 9.0589 2.2976 400.0000 0.5786 0 25 0.7842 0 25 0.0639 2.8790 2.0709 .1974 .1772
0403u 1.9283 4.3647 750.0000 1.1822 0 15 2.8325 0 15 0.6131 2.8790 2.0709 1.572 1.294
0302o 2.9365 0.3239 300.0000 3.8880 0 31 0.6617 0 37 1.3240 2.0709 2.0371 .8362 .7571
0302u 3.2556 3.6173 600.0000 0.7569 0 46 0.8396 0 46 0.2325 2.0709 2.0371 1.618 1.645
14a14bo 75.9084 3.3944 500.0000 3.4079 0 27 0.3559 0 17 0.0449 3.1327 2.9489 .2855 .8977
14a14bu 0.1368 1.9347 300.0000 0.1358 1 2 1.8982 1 2 0.9932 3.1327 2.9489 4.442 4.496
FREE # 1 Undefnd Undefnd Undefn 6.7783 0 31
*==================================================*
| 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 0.0212 0.7371 0.0058
5047 3.8889 41.1250 0.0000 314.9861 0.0851 0.8509 0.0485
5114b 4.9583 33.4167 0.0000 321.6250 0.0694 0.6962 0.0113
4342 0.1667 359.8333 0.0000 0.0000 0.0180 0.7172 0.0054
3736 0.1667 57.3833 0.0000 302.4500 0.1250 1.6984 0.0383
3534 4.4167 355.5833 0.0000 0.0000 0.1721 1.7481 0.1594
3422 4.4167 35.8056 0.0000 319.7778 0.2060 2.1126 0.1618
3130 0.1667 53.4306 0.0000 306.4028 0.0940 1.8902 0.0133
3024 0.1667 43.2028 0.0000 316.6306 0.1303 0.1639 3.4384
3036 8.8333 54.0417 297.1250 0.0000 0.1562 2.8449 0.1215
2827 0.1667 0.0000 0.0000 359.8333 0.0430 0.2556 0.0958
2726 326.9722 33.0278 0.0000 0.0000 0.1298 2.6257 0.0304
2629 0.2500 359.7500 0.0000 0.0000 0.1064 1.3913 0.0802
2930 0.2500 53.6111 0.0000 306.1389 0.1061 1.3991 0.1465
2725 0.1667 359.8333 0.0000 0.0000 0.1042 0.1139 2.1510
2524 0.1667 57.9259 0.0000 301.9074 0.1120 0.1141 2.1113
2422 0.1667 359.8333 0.0000 0.0000 0.1745 0.2905 3.4686
L575 0.1667 30.5556 0.0000 329.2778 0.1052 1.8364 0.0547
2117 2.8333 33.9444 0.0000 323.2222 0.2014 2.0610 0.0240
1714B 310.3056 35.6111 14.0833 0.0000 0.1790 4.2742 0.1852
1716 0.1667 356.5833 0.0000 3.2500 0.2938 0.8902 3.6002
1615 0.1667 359.8333 0.0000 0.0000 0.2280 0.4522 4.0687
1614A 4.8333 70.6667 284.5000 0.0000 0.2281 0.4610 2.2935
4514B 299.9722 45.6944 0.0000 14.3333 0.1015 2.2820 0.1078
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.5048
1502 0.1667 359.8333 0.0000 0.0000 0.2313 0.5473 2.6776
14A13 88.6667 271.3333 0.0000 0.0000 0.3784 6.3262 0.7116
1312 88.7500 271.2500 0.0000 0.0000 0.3207 7.6087 0.4877
1211 6.5833 353.4167 0.0000 0.0000 0.4923 10.1687 0.3854
1103 0.1667 359.8333 0.0000 0.0000 0.3482 9.7003 0.4497
0912 339.7708 20.2292 0.0000 0.0000 0.1834 1.9329 0.0144
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1136 1.2317
0811 334.6667 20.2222 0.0000 5.1111 0.1875 1.9732 0.0245
0804 0.1667 359.8333 0.0000 0.0000 0.1304 0.1634 1.3299
0201 0.1667 359.8333 0.0000 0.0000 0.3533 8.2895 0.8729
5248 0.1667 0.0000 0.0000 359.8333 0.0236 0.7041 0.0112
4845 4.5000 59.8889 0.0000 295.6111 0.1065 1.0737 0.0395
4250 0.2500 356.0278 0.0000 3.7222 0.0378 1.8861 0.0082
5338 0.1667 356.0278 0.0000 3.8056 0.0518 1.8109 0.0056
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 318.2500 39.5833 0.0000 2.1667 0.0584 0.4627 0.1213
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5743
4645o 317.2222 42.7778 0.0000 0.0000 0.0605 0.8015 0.0859
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5604
3836o 4.0000 356.0000 0.0000 0.0000 0.1125 1.8923 0.0325
3635o 314.7500 0.0000 0.0000 45.2500 0.0536 2.2405 0.0668
2217o 324.0556 5.5208 0.0000 30.4236 0.1054 1.5957 0.2619
2217u 0.1667 359.8333 0.0000 0.0000 0.2132 0.4523 3.4509
2019o 340.6833 10.7222 0.0000 8.5944 0.0610 0.6074 0.0398
2019u 0.1667 359.8333 0.0000 0.0000 0.1353 0.1665 2.5096
1918o 347.7500 12.2500 0.0000 0.0000 0.0721 1.2244 0.0434
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.3842
1817o 322.0556 21.9167 0.0000 16.0278 0.1036 2.2291 0.1219
1817u 0.1667 359.8333 0.0000 0.0000 0.1825 0.2962 2.2033
1009o 353.5000 6.5000 0.0000 0.0000 0.0228 0.1435 0.0116
1009u 0.1667 359.8333 0.0000 0.0000 0.1093 0.1139 1.6909
0706o 333.4905 26.5095 0.0000 0.0000 0.0457 0.3648 0.0222
0706u 0.1667 359.8333 0.0000 0.0000 0.0891 0.0728 1.2496
0604o 328.7278 3.4167 0.0000 27.8556 0.0611 0.5352 0.0909
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.7085
0504o 340.3333 12.1111 0.0000 7.5556 0.0429 0.3432 0.0186
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0730 1.8688
0403o 341.5972 5.4167 0.0000 12.9861 0.0741 0.7378 0.0586
0403u 0.1667 359.8333 0.0000 0.0000 0.2202 0.4592 2.5401
0302o 328.1389 17.6111 0.0000 14.2500 0.1406 6.0653 0.1532
0302u 0.1667 359.8333 0.0000 0.0000 0.3111 0.9868 0.6720
14a14bo 323.8611 34.8889 0.0000 1.2500 0.1942 10.4627 0.0964
14a14bu 4.9167 355.0833 0.0000 0.0000 0.0861 0.0727 1.8864
*===========================================*
| 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 0.0105 227.7009 0.0003 0.9990 0.1877 0.0057 0.1780 2.7438
5047 0.0405 874.6663 0.0012 0.9841 0.9865 0.0195 0.1940 0.0350
5114b 0.0072 155.7743 0.0003 0.9796 0.9345 0.0113 0.1126 0.0350
4342 0.0103 222.5423 0.0004 0.9990 0.2194 0.0046 0.1606 2.7438
3736 0.0110 236.6380 0.0004 0.9990 0.8886 0.0326 0.4133 1.2195
3534 0.0632 1365.4225 0.0035 0.9816 0.2645 0.0230 0.2305 0.0350
3422 0.0637 1375.5519 0.0035 0.9816 0.4892 0.0288 0.2907 0.0450
3130 0.0160 344.6142 0.0006 0.9990 0.8165 0.0207 0.4142 2.1341
3024 0.0754 1627.6576 0.0015 0.9990 1.3758 0.0597 0.0637 0.7927
3036 0.0193 417.0106 0.0042 0.9636 0.0197 0.0635 0.8232 0.0207
2827 0.0187 403.9003 0.0007 0.9990 1.2555 0.0117 0.0462 1.2195
2726 0.0201 433.9694 0.0016 0.2068 0.0562 0.0367 0.3537 0.0200
2629 0.0234 505.6759 0.0013 0.9990 0.1721 0.0247 0.1799 2.1341
2930 0.0544 1174.1593 0.0023 0.9990 0.6452 0.0287 0.2691 1.2195
2725 0.0318 685.8683 0.0007 0.9990 1.1367 0.0419 0.0376 0.7927
2524 0.0316 681.7544 0.0007 0.9975 1.5462 0.0405 0.0359 0.0139
2422 0.1072 2315.5790 0.0024 0.9990 0.8326 0.0796 0.1135 0.7927
L575 0.0289 624.1482 0.0011 0.9990 0.5236 0.0218 0.2533 2.7438
2117 0.0162 349.3036 0.0010 0.9894 0.8222 0.0282 0.2842 0.0200
1714B 0.0661 1427.7953 0.0062 0.3060 0.0272 0.0314 0.6168 0.0212
1716 0.2840 6133.4914 0.0063 0.9990 0.9690 0.1202 0.2995 Section 4
0.7927
1615 0.1958 4229.1894 0.0042 0.9990 0.5940 0.1048 0.1923 0.7927
1614A 0.0883 1906.6437 0.0035 0.9801 0.1401 0.0865 0.1670 0.0130
4514B 0.0720 1554.4629 0.0029 0.3616 0.2101 0.0216 0.3574 0.0215
4515 0.0349 752.7967 0.0007 0.9990 0.6033 0.0474 0.0352 0.7927
1502 0.2307 4984.1448 0.0047 0.9990 0.7801 0.1138 0.2087 0.7927
14A13 -0.2349 -5074.028 0.0092 0.8080 0.0016 0.1284 1.0883 0.1235
1312 0.2354 5083.6153 0.0092 0.8080 0.0664 0.0914 1.1925 0.1206
1211 0.2348 5071.6764 0.0091 0.9725 0.0446 0.1172 1.8101 0.1240
1103 0.2803 6053.4992 0.0098 0.9990 0.1414 0.1218 1.6966 7.6217
0912 0.0022 48.1667 0.0003 0.1232 0.0073 0.0405 0.4228 0.0450
0908 0.0146 316.2578 0.0004 0.9990 0.6271 0.0380 0.0314 0.8536
0811 0.0079 169.8755 0.0006 0.1557 0.0449 0.0258 0.2669 0.0450
0804 0.0223 482.6438 0.0007 0.9990 0.4999 0.0490 0.0506 0.7927
0201 0.6626 14312.249 0.0277 0.9990 0.4964 0.1308 1.4962 2.4390
5248 0.0219 472.2129 0.0006 0.9990 0.6455 0.0064 0.1737 2.7438
4845 0.0318 687.0358 0.0009 0.9812 0.8098 0.0260 0.2603 0.0350
4250 0.0249 538.8947 0.0008 0.9990 0.2549 0.0091 0.4268 2.7438
5338 0.0117 252.1538 0.0004 0.9990 0.0658 0.0169 0.5681 2.7438
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0014 0.0229 0.0450
4746o 0.0239 517.1139 0.0011 0.2582 0.2289 0.0100 0.0607 0.0206
4746u 0.0344 743.0448 0.0004 0.9990 1.0734 0.0355 0.0280 0.7927
4645o 0.0247 534.4018 0.0011 0.2646 0.1205 0.0127 0.1159 0.0207
4645u 0.0337 727.6112 0.0004 0.9990 0.6220 0.0375 0.0296 0.8536
3836o 0.0271 585.0051 0.0007 0.9834 0.0654 0.0512 0.6103 0.0203
3635o 0.0597 1290.2927 0.0034 0.2782 0.1703 0.0079 0.2408 0.0350
2217o 0.0569 1228.0335 0.0035 0.2205 0.1493 0.0143 0.1385 0.0210
2217u 0.1538 3321.1659 0.0034 0.9990 0.7377 0.0966 0.1660 0.7927
2019o 0.0083 179.4142 0.0008 0.1181 0.1485 0.0034 0.0336 0.0200
2019u 0.0429 926.7188 0.0012 0.9990 1.6135 0.0487 0.0426 0.7927
1918o 0.0042 89.9715 0.0007 0.0742 0.0096 0.0097 0.1418 0.0208
1918u 0.0880 1901.8466 0.0021 0.9990 1.1054 0.0655 0.0826 0.7927
1817o 0.0598 1290.8847 0.0024 0.2351 0.0990 0.0180 0.2566 0.0207
1817u 0.0569 1229.7081 0.0024 0.9990 0.6002 0.0745 0.1029 0.7927
1009o 0.0007 14.2604 0.0002 0.0392 0.0319 0.0011 0.0065 0.0210
1009u 0.0161 348.7312 0.0006 0.9990 1.0594 0.0342 0.0259 0.8536
0706o 0.0042 90.2611 0.0004 0.1650 0.0904 0.0049 0.0344 0.0209
0706u 0.0110 238.5046 0.0003 0.9990 0.6320 0.0326 0.0220 0.7927
0604o 0.0227 490.1044 0.0014 0.1947 0.2642 0.0070 0.0525 0.0206
0604u 0.0407 879.6143 0.0009 0.9990 1.3252 0.0433 0.0372 0.7927
0504o 0.0025 54.4422 0.0003 0.1201 0.0969 0.0026 0.0179 0.0207
0504u 0.0138 298.8094 0.0003 0.9990 0.6551 0.0325 0.0219 0.7927
0403o 0.0095 206.0771 0.0013 0.1116 0.0904 0.0046 0.0451 0.0450
0403u 0.1246 2690.6016 0.0031 0.9990 2.1786 0.0802 0.1342 0.7927
0302o 0.1523 3289.9880 0.0086 0.1949 0.0945 0.0174 0.5629 0.0283
0302u 0.2633 5686.6302 0.0032 0.9990 0.1487 0.1103 0.3466 0.4268
14a14bo 0.1290 2786.4687 0.0076 0.2232 0.0702 0.0210 1.0165 0.0350
14a14bu 0.0173 374.6435 0.0006 0.9796 0.2254 0.0399 0.0304 0.0130
FREE # 1 0.6628 14316.439
*===============================================================*
| 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 0.1414 0.0000 0.8522 0.0201 0.0250 8.9251 7.0352 Max Flow
5047 0.4652 0.0000 0.4685 0.0611 0.0665 5.7665 4.7099 Max Flow
5114b 0.1039 0.0000 0.0552 0.0224 0.0237 4.8237 3.1216 Max Flow
4342 0.1439 0.0000 0.9584 0.0194 0.0232 9.2234 7.3308 Max Flow
3736 0.1618 0.0000 0.0033 0.0860 0.0733 7.0737 5.8784 Max Flow
3534 1.5679 0.0000 0.1031 0.1375 0.1795 4.3800 4.2754 Max Flow
3422 1.5618 0.0000 0.3648 0.1371 0.1758 4.2759 3.6616 Max Flow
3130 0.2436 0.0000 0.0265 0.0248 0.0264 7.5267 5.8784 Max Flow
3024 0.4522 1.3105 1.1774 0.4296 0.3604 5.8053 3.2726 Max Flow
3036 1.1349 0.0000 0.0180 0.1899 0.2191 5.8797 5.8693 Max Flow
2827 0.2804 0.0000 1.5975 0.1074 0.0870 8.3877 6.7870 Max Flow
2726 0.5603 0.0000 0.0029 0.0432 0.0364 6.7394 6.7430 Max Flow
2629 0.5532 0.0000 0.1732 0.1380 0.2333 6.7436 6.5595 Max Flow
2930 0.9768 0.0000 0.2064 0.1779 0.1595 6.5595 5.8795 Max Flow
2725 0.2606 0.8532 0.6073 0.3506 0.3750 6.7072 5.2158 Max Flow
2524 0.2488 0.4913 1.4977 0.3473 0.2771 5.2503 3.2200 Max Flow
2422 0.6473 0.2739 0.4297 0.5182 0.3953 3.5892 2.8824 Max Flow
L575 0.4451 0.0000 0.1646 0.1104 0.1302 4.8303 3.6458 Max Flow
2117 0.2326 0.0000 0.0007 0.0384 0.0492 3.1604 3.1603 Max Flow
1714B 2.3636 0.0000 0.0534 0.2479 0.3389 3.1870 3.1327 Max Flow
1716 2.0478 -0.1682 0.1640 0.8141 0.6165 3.0359 3.0323 Max Flow
1615 1.2156 0.4262 0.3180 0.6652 0.7500 3.0913 2.3454 Max Flow
1614A 0.8396 0.4084 0.0565 0.5679 0.6790 3.0317 2.5638 Max Flow
4514B 1.0870 0.0000 0.0835 0.1750 0.1657 3.6660 3.1281 Max Flow
4515 0.1756 0.6707 1.0329 1.0009 0.2236 3.5009 1.7925 Max Flow
1502 1.3683 -0.2130 0.7627 0.6993 0.8250 2.3312 1.8051 Max Flow
14A13 0.0222 0.0000 0.0113 0.0799 0.1506 2.0180 2.0072 Max Flow
1312 4.0429 0.0000 0.1367 0.5656 0.8593 2.7325 2.6001 Max Flow
1211 3.9317 0.0000 0.2167 0.5326 0.8990 2.6089 2.3958 Max Flow
1103 4.2921 0.0000 0.3214 0.5704 1.0677 2.4018 2.0707 Max Flow
0912 0.1037 0.0000 0.0031 0.0219 0.0296 3.5300 2.4933 Max Flow
0908 0.1336 0.1591 0.3296 0.2695 0.2586 3.5055 3.0169 Max Flow
0811 0.2240 0.0000 0.0311 0.0373 0.0535 3.0538 2.2774 Max Flow
0804 0.2371 0.1961 0.3413 0.3428 0.4138 3.0110 2.4568 Max Flow
0201 6.7781 0.0000 0.1203 0.7900 0.9867 2.0371 1.9167 Max Flow
5248 0.2509 0.0000 2.2057 0.0275 0.0320 7.0356 4.8275 Max Flow
4845 0.3717 0.0000 0.1748 0.0526 0.0625 4.6626 3.6658 Max Flow
4250 0.3170 0.0000 0.2651 0.0249 0.0309 7.3310 5.7659 Max Flow
5338 0.1563 0.0000 0.0653 0.0210 0.0254 8.5256 6.1010 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.4794 0.0000 0.4777 0.1308 0.1120 4.7120 4.1215 Max Flow
4746u 0.1016 0.3328 0.2673 0.2467 0.1812 4.6695 4.0695 Max Flow
4645o 0.4777 0.0000 0.2114 0.1456 0.1220 4.1222 3.6659 Max Flow
4645u 0.0988 0.0814 0.3865 0.2437 0.2215 4.0870 3.6191 Max Flow
3836o 0.2677 0.0000 0.0071 0.1043 0.1045 6.1048 5.8652 Max Flow
3635o 1.5342 0.0000 0.5684 0.0957 0.0976 5.8694 5.2957 Max Flow
2217o 1.5999 0.0000 0.4500 0.2598 0.2611 3.6624 3.2098 Max Flow
2217u 0.9982 0.2546 0.2784 0.6151 0.7500 3.4457 2.9078 Max Flow
2019o 0.3749 0.0000 0.1967 0.0529 0.0374 7.0375 6.0903 Max Flow
2019u 0.4155 1.1644 0.6296 0.4217 0.2648 7.0022 5.2019 Max Flow
1918o 0.3061 0.0000 0.1020 0.1104 0.0931 6.0933 3.2462 Max Flow
1918u 0.8516 0.7702 2.0769 0.5621 0.4462 6.0917 3.2426 Max Flow
1817o 1.1129 0.0000 0.0607 0.1896 0.2508 3.2505 3.1865 Max Flow
1817u 0.6303 0.2085 0.2299 0.5128 0.6000 3.0269 2.5949 Max Flow
1009o 0.0645 0.0000 0.6959 0.0246 0.0218 4.6222 3.5292 Max Flow
1009u 0.1842 0.4685 0.6259 0.3135 0.2453 4.6188 3.5244 Max Flow
0706o 0.1399 0.0000 0.1316 0.0400 0.0385 5.0387 4.5771 Max Flow
0706u 0.0880 0.2588 0.2413 0.2310 0.1860 5.0125 4.5128 Max Flow
0604o 0.6238 0.0000 1.6534 0.0985 0.0770 4.5772 2.8785 Max Flow
0604u 0.3050 0.5143 1.6989 1.0057 0.3004 4.5057 2.2839 Max Flow
0504o 0.1163 0.0000 0.2375 0.0358 0.0309 4.3313 2.8778 Max Flow
0504u 0.1351 0.5933 1.1979 0.2742 0.2179 4.3162 2.5174 Max Flow
0403o 0.5785 0.0000 0.8002 0.0706 0.0749 2.8789 2.0706 Max Flow
0403u 1.1822 0.8035 0.2181 0.6594 0.4245 2.8092 1.7322 Max Flow
0302o 3.8880 0.0000 0.0281 0.1639 0.2987 2.0709 2.0371 Max Flow
0302u 0.7565 0.0644 0.0027 0.2959 0.1783 1.8920 1.8250 Max Flow
14a14bo 3.4074 0.0000 0.0116 0.1575 0.1426 3.1327 2.9479 Max Flow
14a14bu 0.1358 0.4125 0.1924 0.2747 0.2442 2.8616 2.2530 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 8.6667 347.5000 3.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 10.3333 344.6667 5.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.3333 359.5000 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 0.3333 355.3333 4.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 11.5000 344.1667 4.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 13.1667 346.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 354.0000 0.0000 0.0000 0.0000 4.8333 0.0000 None
3036 0.0000 351.1667 8.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 352.6667 1.6667 0.0000 0.0000 5.6667 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 44.0000 237.5000 78.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 323.0000 15.8333 0.8333 1.0000 18.1667 0.0000 None
2524 0.1667 0.1667 359.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 313.0000 0.3333 0.0000 36.8333 8.6667 0.0000 None
L575 13.1667 346.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 18.1667 339.0000 2.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 49.8333 310.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 291.3333 16.0000 0.0000 36.8333 14.6667 0.0000 None
1615 0.3333 239.0000 0.8333 8.6667 53.1667 0.0000 58.0000 0.0000 None
1614A 0.0000 294.1667 0.0000 23.0000 39.1667 3.6667 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 350.5000 0.0000 0.0000 0.0000 8.3333 0.0000 None
1502 262.3333 78.0000 0.1667 0.0000 19.5000 0.0000 0.0000 0.0000 None
14A13 0.0000 271.3333 88.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 4.1667 267.0000 88.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 353.3333 6.6667 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 11.1667 339.8333 0.0000 9.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 327.5000 1.5000 0.0000 25.5000 4.3333 0.0000 None
0811 2.1667 21.6667 334.6667 0.0000 1.5000 0.0000 0.0000 0.0000 None
0804 0.0000 274.8333 37.1667 0.0000 24.6667 7.8333 15.5000 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 20.5000 339.1667 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 5.5000 350.0000 4.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 1.8333 357.8333 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 1.1667 358.6667 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 300.0000 4.6667 0.0000 43.6667 10.5000 0.0000 None
4645o 0.0000 3.0000 357.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 296.0000 1.1667 0.0000 60.5000 1.1667 0.0000 None
3836o 0.0000 356.0000 4.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635o 10.1667 35.0000 314.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217o 5.6667 7.0000 347.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 278.1667 43.1667 0.1667 0.0000 38.5000 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 346.6667 0.0000 0.0000 0.0000 12.3333 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 12.6667 25.1667 322.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.8333 284.6667 2.0000 3.5000 35.3333 32.6667 0.0000 None
1009o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.6667 0.5000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 9.6667 350.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 324.8333 0.5000 0.0000 31.8333 1.6667 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 4.5000 14.0000 341.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.3333 0.8333 321.6667 0.0000 0.0000 0.0000 37.1667 0.0000 None
0302o 8.0000 23.8333 328.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 199.5000 120.8333 0.0000 35.0000 3.5000 0.0000 None
14a14bo 0.1667 3.3333 356.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
14a14bu 0.0000 0.0000 293.3333 5.0000 0.0000 59.3333 2.3333 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 350.8750 354.3750 3.5000 0.0000
5047 38.2500 38.2778 0.0000 0.0000
5114b 32.9167 32.9444 290.6500 0.0000
4342 352.3750 355.3750 3.0000 0.0000
3736 57.4250 58.6750 154.1167 0.0000
3534 335.8694 335.9806 0.0833 0.0000
3422 34.5417 34.5625 283.1667 0.0000
3130 53.0278 54.2222 173.7708 0.0000
3024 0.0000 0.0000 300.6944 0.0000
3036 0.0000 29.5556 0.0000 0.0000
2827 0.3333 1.6250 62.1250 0.0000
2726 346.6528 349.2361 0.0000 0.0000
2629 30.6759 30.9514 0.0000 0.0000
2930 53.3403 53.4722 0.0000 0.0000
2725 0.0000 0.0000 316.8611 0.0000
2524 18.0648 18.1111 319.2639 0.0000
2422 295.5833 312.2222 66.8611 0.0000
L575 28.4167 28.4167 0.0000 0.0000
2117 3.1944 33.4444 291.2500 0.0000
1714B 0.5278 23.5833 0.0000 0.0000
1716 277.2222 284.3125 268.6250 0.0000
1615 217.8333 290.7083 0.1250 0.0000
1614A 0.0417 13.8819 0.0000 0.0000
4514B 45.6389 45.7222 6.1139 0.0000
4515 284.7083 288.0417 22.0417 0.0000
1502 1.7917 2.2500 37.5833 0.0000
14A13 289.6250 290.0417 0.0000 0.0000
1312 305.4375 328.6389 0.0000 0.0000
1211 325.0000 349.4722 0.0000 0.0000
1103 51.7500 63.1944 0.0000 0.0000
0912 346.9792 346.9792 0.0000 0.0000
0908 323.7917 326.9028 0.0000 0.0000
0811 341.7500 341.7500 0.0278 0.0000
0804 304.1667 323.7500 0.0000 0.0000
0201 11.8405 20.7565 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 58.3833 58.4694 0.0417 0.0000
4250 93.9583 94.0000 0.0000 0.0000
5338 356.0278 359.8333 3.8056 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 342.8333 343.0278 0.0000 0.0000
4746u 0.7917 290.2500 297.0833 0.0000
4645o 347.4722 347.4722 0.0000 0.0000
4645u 295.5000 295.5417 7.7500 0.0000
3836o 356.0000 356.0000 0.0000 0.0000
3635o 0.0000 0.0000 0.0556 0.0000
2217o 7.4537 9.2315 0.0000 0.0000
2217u 0.0000 0.0000 8.3472 0.0000
2019o 10.6111 10.6667 339.6056 0.0000
2019u 294.4583 331.2639 336.6944 0.0000
1918o 339.0278 339.0278 0.0000 0.0000
1918u 318.7778 319.0833 319.9583 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 275.8333 309.9028 1.5000 0.0000
1009o 338.8889 338.9167 0.0000 0.0000
1009u 305.0833 328.4333 284.1250 0.0000
0706o 348.0000 348.0278 0.0000 0.0000
0706u 300.6389 323.4583 4.9583 0.0000
0604o 3.0278 3.1667 348.6167 0.0000
0604u 318.6528 321.4722 322.1806 0.0000
0504o 339.3056 339.3333 8.3056 0.0000
0504u 321.9861 322.1111 6.4028 0.0000
0403o 331.8056 331.8056 0.8264 0.0000
0403u 56.5417 84.5278 298.2500 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 202.7500 321.3472 0.0417 0.0000
14a14bo 34.7222 34.7222 0.5000 0.0000
14a14bu 288.2083 291.7083 0.2917 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 0.1819 0.2117 0.1819 0.0445 0.0524 0.0445 0.2448 0.2474 0.2448 16.1594 16.3297 16.1594 0.0297
5047 0.1602 0.5479 0.1602 0.0002 0.4648 0.0002 0.0012 0.8484 0.0012 0.0587 39.8739 0.0587 0.0866
5114b 0.0437 0.1495 0.0437 0.0000 0.1039 0.0000 0.0008 0.6945 0.0008 0.0419 34.7268 0.0419 0.0709
4342 0.1897 0.2259 0.1897 0.0474 0.0492 0.0474 0.2498 0.2176 0.2498 13.7374 11.9687 13.7374 0.0268
3736 0.0267 0.1103 0.0267 0.0040 0.1537 0.0040 0.1515 1.3933 0.1515 7.5769 69.6656 7.5769 0.2344
3534 0.1408 0.8987 0.1408 0.0003 1.5675 0.0003 0.0020 1.7442 0.0020 0.0198 17.4415 0.0198 0.1780
3422 0.1577 0.7418 0.1577 0.0007 1.5604 0.0007 0.0046 2.1034 0.0046 0.1843 84.1342 0.1843 0.2146
3130 0.0274 0.1290 0.0274 0.0000 0.2435 0.0000 0.0009 1.8883 0.0009 0.0500 103.8586 0.0500 0.0954
3036 0.1422 0.5093 0.1422 0.0608 1.0133 0.0608 0.4274 1.9896 0.4274 7.6933 35.8125 7.6933 0.3029
2827 0.0000 1.1062 0.0000 0.0000 0.2805 0.0000 0.0000 0.2535 0.0000 0.0000 12.6768 0.0000 0.0874
2726 0.0525 0.2142 0.0525 0.0001 0.5616 0.0001 0.0022 2.6213 0.0022 0.0219 26.2134 0.0219 0.1324
2629 0.1647 0.4284 0.1647 0.0131 0.5273 0.0131 0.0797 1.2308 0.0797 3.5873 55.3861 3.5873 0.2103
2930 0.1693 0.7683 0.1693 0.0137 0.9493 0.0137 0.0811 1.2357 0.0811 3.8919 59.3143 3.8919 0.2109
L575 0.0000 0.2424 0.0000 0.0000 0.4451 0.0000 0.0000 1.8361 0.0000 0.0000 110.1681 0.0000 0.1926
2117 0.0214 0.1133 0.0214 0.0001 0.2326 0.0001 0.0037 2.0537 0.0037 0.0366 20.5366 0.0366 0.2096
1714B 0.2986 0.7949 0.2303 0.4683 1.7917 0.1039 1.5684 2.2539 0.4510 43.9163 63.1091 12.6286 0.3351
4514B 0.1952 0.6900 0.1111 0.1697 0.9064 0.0109 0.8696 1.3136 0.0979 20.8701 31.5254 2.3506 0.2204
14A13 0.4307 0.6957 0.4549 0.4870 3.5059 0.0604 1.1307 5.0391 0.1328 11.3067 50.3915 1.3283 1.1953
1312 0.2270 0.5161 0.6947 0.1157 2.8930 1.0349 0.5095 5.6054 1.4897 7.1334 78.4750 20.8553 0.8985
1211 0.0000 0.3884 0.2040 0.0000 3.9206 0.0114 0.0000 10.0944 0.0559 0.0000 373.4930 2.0682 0.9910
1103 0.2785 0.5176 0.7164 0.9612 2.9305 0.4004 3.4513 5.6622 0.5589 120.7944 198.1759 19.5623 1.0256
0912 0.0073 0.0538 0.0073 0.0000 0.1037 0.0000 0.0019 1.9290 0.0019 0.1065 106.0956 0.1065 0.1968
0811 0.0154 0.1137 0.0154 0.0000 0.2240 0.0000 0.0020 1.9691 0.0020 0.1110 108.3023 0.1110 0.2009
0201 0.1489 1.3968 0.1542 0.4206 6.2052 0.1525 2.8248 4.4423 0.9890 28.2477 44.4231 9.8900 0.9870
5248 0.3373 0.3873 0.3373 0.0733 0.1044 0.0733 0.2173 0.2695 0.2173 12.6040 15.6284 12.6040 0.0319
4845 0.1015 0.3471 0.1015 0.0002 0.3713 0.0002 0.0020 1.0697 0.0020 0.1191 64.1815 0.1191 0.1092
4250 0.1648 0.1796 0.1648 0.1209 0.0752 0.1209 0.7337 0.4186 0.7337 42.5559 24.2809 42.5559 0.0469
5338 0.0846 0.0903 0.0846 0.0531 0.0502 0.0531 0.6275 0.5558 0.6275 48.9454 43.3560 48.9454 0.0606
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 1.0387 0.0000 0.0000 0.4794 0.0000 0.0000 0.4615 0.0000 0.0000 11.5387 0.0000 0.1164
4645o 0.0586 0.6594 0.0369 0.0049 0.4728 0.0000 0.0829 0.7170 0.0009 2.7368 23.6598 0.0295 0.1477
3836o 0.0415 0.1655 0.0415 0.0076 0.2526 0.0076 0.1822 1.5260 0.1822 7.2874 61.0392 7.2874 0.2463
3635o 0.6229 0.7742 0.6514 0.4226 0.5935 0.5182 0.6784 0.7665 0.7956 13.5673 15.3298 15.9120 0.0977
2217o 0.4421 1.5285 0.1525 0.3402 1.2596 0.0003 0.7695 0.8241 0.0021 26.9335 28.8439 0.0727 0.2612
2019o 0.1009 0.6180 0.1009 0.0000 0.3748 0.0000 0.0005 0.6065 0.0005 0.0144 18.1938 0.0144 0.0619
1918o 0.0539 0.2817 0.0539 0.0070 0.2973 0.0020 0.1296 1.0557 0.0363 14.2559 116.1287 3.9966 0.1890
1817o 0.1686 0.6571 0.1639 0.0992 0.9927 0.0212 0.5883 1.5107 0.1293 12.9428 33.2349 2.8449 0.2445
1009o 0.1743 0.4844 0.1743 0.0014 0.0618 0.0014 0.0078 0.1275 0.0078 0.3904 6.3771 0.3904 0.0255
0706o 0.1603 0.4455 0.1603 0.0063 0.1273 0.0063 0.0392 0.2858 0.0392 1.1762 8.5740 1.1762 0.0572
0604o 0.5090 1.4149 0.5090 0.0370 0.5504 0.0370 0.0727 0.3890 0.0727 4.1411 22.1755 4.1411 0.0778
0504o 0.1408 0.3914 0.1408 0.0050 0.1063 0.0050 0.0354 0.2715 0.0354 2.2296 17.1064 2.2296 0.0543
0403o 0.1342 0.7849 0.1342 0.0001 0.5785 0.0001 0.0004 0.7369 0.0004 0.0081 14.7388 0.0081 0.0752
0302o 0.3277 0.5914 0.7701 0.3248 1.1378 2.4254 0.9913 1.9240 3.1495 9.9126 19.2396 31.4951 0.2405
14a14bo 0.2792 0.3881 0.2902 0.8219 1.6055 0.9805 2.9442 4.1372 3.3792 29.4416 41.3721 33.7923 0.2886
*========================================================*
| 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 0.3970 0.4668 0.3970 1.2609 0.09605 34.904 0.3970 0.4668 0.3970 1.2609 0.09605 34.904 0.0000 0.0000 0.0000 None
5047 .002042 4.7435 .002042 4.7476 0.07114 9.9289 .002042 4.7435 .002042 4.7476 0.07114 9.9289 0.0000 0.0000 0.0000 None
5114b .001198 3.3984 .001198 3.4008 0.07638 9.9236 .001198 3.3984 .001198 3.4008 0.07638 9.9236 0.0000 0.0000 0.0000 None
4342 0.3633 0.3769 0.3633 1.1035 0.09665 39.903 0.3633 0.3769 0.3633 1.1035 0.09665 39.903 0.0000 0.0000 0.0000 None
3736 0.5654 21.463 0.5654 22.594 0.2899 14.710 0.5654 21.463 0.5654 22.594 0.2899 14.710 0.0000 0.0000 0.0000 None
3534 .002804 15.767 .002804 15.773 0.07775 9.9222 .002804 15.767 .002804 15.773 0.07775 9.9222 0.0000 0.0000 0.0000 None
3422 .007803 16.755 .007803 16.771 0.05707 9.9429 .007803 16.755 .007803 16.771 0.05707 9.9429 0.0000 0.0000 0.0000 None
3130 .001154 11.262 .001154 11.264 0.08093 19.919 .001154 11.262 .001154 11.264 0.08093 19.919 0.0000 0.0000 0.0000 None
3036 2.2936 38.241 2.2936 42.828 0.6518 19.348 2.2936 38.241 2.2936 42.828 0.6518 19.348 0.0000 0.0000 0.0000 None
2827 0.0000 1.5559 0.0000 1.5559 3.5376 11.462 0.0000 1.5559 0.0000 1.5559 3.5376 11.462 0.0000 0.0000 0.0000 None
2726 .006972 34.046 .006972 34.060 0.06690 19.933 .006972 34.046 .006972 34.060 0.06690 19.933 0.0000 0.0000 0.0000 None
2629 0.2444 9.8145 0.2444 10.303 3.6334 16.367 0.2444 9.8145 0.2444 10.303 3.6334 16.367 0.0000 0.0000 0.0000 None
2930 0.2500 17.290 0.2500 17.790 3.6141 16.386 0.2500 17.290 0.2500 17.790 3.6141 16.386 0.0000 0.0000 0.0000 None
L575 0.0000 8.5713 0.0000 8.5713 0.4664 19.534 0.0000 8.5713 0.0000 8.5713 0.4664 19.534 0.0000 0.0000 0.0000 None
2117 0.01220 36.227 0.01220 36.252 0.06507 9.9349 0.01220 36.227 0.01220 36.252 0.06507 9.9349 0.0000 0.0000 0.0000 None
1714B 12.306 47.078 2.7292 62.113 0.07358 23.723 12.306 47.078 2.7292 62.113 0.07358 23.723 0.0000 0.0000 0.0000 None
4514B 3.5848 19.143 0.2299 22.958 0.07766 21.535 3.5848 19.143 0.2299 22.958 0.07766 21.535 0.0000 0.0000 0.0000 None
14A13 4.0198 28.939 0.4987 33.457 6.6834 22.787 4.0198 28.939 0.4987 33.457 6.6834 22.787 0.0000 0.0000 0.0000 None
1312 1.2331 30.841 11.033 43.107 11.627 36.882 1.2331 30.841 11.033 43.107 11.627 36.882 0.0000 0.0000 0.0000 None
1211 0.0000 53.613 0.1559 53.769 12.106 32.331 0.0000 53.613 0.1559 53.769 12.106 32.331 0.0000 0.0000 0.0000 None
1103 11.911 36.313 4.9615 53.185 12.282 40.019 11.911 36.313 4.9615 53.185 12.282 40.019 0.0000 0.0000 0.0000 None
0912 .001971 14.505 .001971 14.509 0.08032 9.9197 .001971 14.505 .001971 14.509 0.08032 9.9197 0.0000 0.0000 0.0000 None
0811 .002082 15.012 .002082 15.016 0.07991 9.9201 .002082 15.012 .002082 15.016 0.07991 9.9201 0.0000 0.0000 0.0000 None
0201 6.0794 89.695 2.2051 97.980 13.904 40.015 6.0794 89.695 2.2051 97.980 13.904 40.015 0.0000 0.0000 0.0000 None
5248 0.3780 0.5382 0.3780 1.2942 0.09561 29.904 0.3780 0.5382 0.3780 1.2942 0.09561 29.904 0.0000 0.0000 0.0000 None
4845 .003789 6.9804 .003789 6.9880 0.06362 9.9364 .003789 6.9804 .003789 6.9880 0.06362 9.9364 0.0000 0.0000 0.0000 None
4250 1.8040 1.1216 1.8040 4.7295 0.09263 49.907 1.8040 1.1216 1.8040 4.7295 0.09263 49.907 0.0000 0.0000 0.0000 None
5338 1.9025 1.7991 1.9025 5.6041 0.08988 34.910 1.9025 1.7991 1.9025 5.6041 0.08988 34.910 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 3.4309 0.0000 3.4309 10.917 19.083 0.0000 3.4309 0.0000 3.4309 10.917 19.083 0.0000 0.0000 0.0000 None
4645o 0.07170 6.9784 .000486 7.0505 0.09787 19.332 0.07170 6.9784 .000486 7.0505 0.09787 19.332 0.0000 0.0000 0.0000 None
3836o 0.7358 24.576 0.7358 26.047 2.4735 17.526 0.7358 24.576 0.7358 26.047 2.4735 17.526 0.0000 0.0000 0.0000 None
3635o 2.5341 3.5588 3.1076 9.2005 0.08890 41.809 2.5341 3.5588 3.1076 9.2005 0.08890 41.809 0.0000 0.0000 0.0000 None
2217o 3.7736 13.972 .003515 17.749 0.09410 15.029 3.7736 13.972 .003515 17.749 0.09410 15.029 0.0000 0.0000 0.0000 None
2019o .000612 4.7441 .000612 4.7454 0.08453 9.9155 .000612 4.7441 .000612 4.7454 0.08453 9.9155 0.0000 0.0000 0.0000 None
1918o 0.3123 13.300 0.08752 13.699 5.6091 20.583 0.3123 13.300 0.08752 13.699 5.6091 20.583 0.0000 0.0000 0.0000 None
1817o 2.4147 24.166 0.5160 27.097 0.09876 21.576 2.4147 24.166 0.5160 27.097 0.09876 21.576 0.0000 0.0000 0.0000 None
1009o 0.01217 0.5526 0.01217 0.5769 1.8878 8.1122 0.01217 0.5526 0.01217 0.5769 1.8878 8.1122 0.0000 0.0000 0.0000 None
0706o 0.1047 2.1205 0.1047 2.3298 1.1282 8.8718 0.1047 2.1205 0.1047 2.3298 1.1282 8.8718 0.0000 0.0000 0.0000 None
0604o 0.2382 3.5453 0.2382 4.0217 0.6326 9.3674 0.2382 3.5453 0.2382 4.0217 0.6326 9.3674 0.0000 0.0000 0.0000 None
0504o 0.09129 1.9469 0.09129 2.1295 1.1967 8.8033 0.09129 1.9469 0.09129 2.1295 1.1967 8.8033 0.0000 0.0000 0.0000 None
0403o .000273 2.9176 .000273 2.9181 0.08926 9.9107 .000273 2.9176 .000273 2.9181 0.08926 9.9107 0.0000 0.0000 0.0000 None
0302o 7.0795 24.801 52.867 84.748 16.601 53.017 7.0795 24.801 52.867 84.748 16.601 53.017 0.0000 0.0000 0.0000 None
14a14bo 24.561 47.976 29.301 101.84 1.3413 56.196 24.561 47.976 29.301 101.84 1.3413 56.196 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 8.9251 7.0356 66.0000 17.5000 17.4039 17.4039 5.0000 17.4039 17.4039 5.0000 34.8079 34.8079
5047 5.7665 4.7120 47.0000 9.9000 9.8289 9.8289 9.8000 0.0289 0.0289 0.0000 9.8577 9.8577
5114b 4.8237 3.1327 50.0000 9.9000 9.8236 9.8236 9.8000 0.0236 0.0236 0.0000 9.8472 9.8472
4342 9.2234 7.3310 55.0000 20.0000 19.9034 19.9034 5.0000 19.9034 19.9034 5.0000 39.8067 39.8067
3736 7.0737 5.8799 50.0000 11.4000 11.1101 11.1101 7.9000 3.3101 3.3101 0.1000 14.4201 14.4201
3534 4.3800 4.2758 10.0000 9.9000 9.8222 9.8222 9.8000 0.0222 0.0222 0.0000 9.8445 9.8445
3422 4.2759 3.6625 40.0000 9.9000 9.8429 9.8429 9.8000 0.0429 0.0429 0.0000 9.8859 9.8859
3130 7.5267 5.8799 55.0000 19.9000 19.8191 19.8191 19.8000 0.0191 0.0191 0.0000 19.8381 19.8381
3036 5.8799 5.8694 18.0000 14.0000 13.3482 13.3482 8.1000 5.3482 5.3482 0.1000 18.6965 18.6965
2827 8.3877 6.7870 50.0000 11.4000 7.8624 7.8624 7.9000 0.0624 0.0624 0.1000 7.9248 7.9248
2726 6.7414 6.7438 10.0000 19.9000 19.8331 19.8331 19.8000 0.0331 0.0331 0.0000 19.8662 19.8662
2629 6.7438 6.5595 45.0000 14.0000 10.3666 10.3666 8.1000 2.3666 2.3666 0.1000 12.7331 12.7331
2930 6.5595 5.8799 48.0000 14.0000 10.3859 10.3859 8.1000 2.3859 2.3859 0.1000 12.7717 12.7717
L575 4.8303 3.6625 60.0000 10.0000 9.5336 9.5336 9.9000 9.5336 9.5336 9.9000 19.0671 19.0671
2117 3.1871 3.1871 10.0000 9.9000 9.8349 9.8349 9.8000 0.0349 0.0349 0.0000 9.8699 9.8699
1714B 3.1871 3.1327 28.0000 19.0000 18.9264 18.9264 8.1000 4.7232 4.7232 0.1000 23.6497 23.6497
4514B 3.6660 3.1327 24.0000 19.0000 18.9223 18.9223 8.1000 2.5354 2.5354 0.1000 21.4577 21.4577
14A13 2.7326 2.9489 10.0000 13.6000 6.9166 6.9166 1.6000 9.1866 9.1866 6.4000 16.1032 16.1032
1312 2.7326 2.6091 14.0000 19.0000 7.3730 7.3730 3.1000 17.8821 17.8821 6.6000 25.2550 25.2550
1211 2.6091 2.4018 37.0000 16.9000 4.7942 4.7942 5.5000 15.4314 15.4314 13.6000 20.2256 20.2256
1103 2.4018 2.0709 35.0000 33.1000 20.8178 20.8178 3.8000 6.9186 6.9186 3.9000 27.7365 27.7365
0912 3.5300 2.6091 55.0000 9.9000 9.8197 9.8197 9.8000 0.0197 0.0197 0.0000 9.8394 9.8394
0811 3.0539 2.4018 55.0000 9.9000 9.8201 9.8201 9.8000 0.0201 0.0201 0.0000 9.8402 9.8402
0201 2.0371 1.9167 10.0000 33.1000 19.1959 19.1959 3.8000 6.9155 6.9155 2.0000 26.1114 26.1114
5248 7.0356 4.8275 58.0000 15.0000 14.9044 14.9044 5.0000 14.9044 14.9044 5.0000 29.8088 29.8088
4845 4.6626 3.6660 60.0000 9.9000 9.8364 9.8364 9.8000 0.0364 0.0364 0.0000 9.8728 9.8728
4250 7.3310 5.7665 58.0000 25.0000 24.9074 24.9074 5.0000 24.9074 24.9074 5.0000 49.8147 49.8147
5338 8.5256 6.1048 78.0000 17.5000 17.4101 17.4101 5.0000 17.4101 17.4101 5.0000 34.8202 34.8202
3851 6.1048 4.8237 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.7120 4.1222 25.0000 19.0000 8.0832 8.0832 8.1000 0.0832 0.0832 0.1000 8.1663 8.1663
4645o 4.1222 3.6660 33.0000 19.0000 18.9021 18.9021 8.1000 0.3325 0.3325 0.1000 19.2346 19.2346
3836o 6.1048 5.8694 40.0000 14.0000 11.5265 11.5265 8.1000 3.5265 3.5265 0.1000 15.0530 15.0530
3635o 5.8694 5.2957 20.0000 19.6000 19.5111 19.5111 5.2000 22.2090 22.2090 6.5000 41.7201 41.7201
2217o 3.6625 3.2098 35.0000 11.0000 10.9059 10.9059 0.1000 4.0294 4.0294 4.0000 14.9353 14.9353
2019o 7.0375 6.0933 30.0000 9.9000 9.8155 9.8155 9.8000 0.0155 0.0155 0.0000 9.8309 9.8309
1918o 6.0933 3.2505 110.0000 19.0000 13.3909 13.3909 8.1000 1.5833 1.5833 0.1000 14.9742 14.9742
1817o 3.2505 3.1871 22.0000 19.0000 18.9012 18.9012 8.1000 2.5756 2.5756 0.1000 21.4768 21.4768
1009o 4.6222 3.5300 50.0000 7.5000 5.6122 5.6122 5.0000 0.6122 0.6122 0.0000 6.2244 6.2244
0706o 5.0387 4.5772 30.0000 7.5000 6.3718 6.3718 5.0000 1.3718 1.3718 0.0000 7.7437 7.7437
0604o 4.5772 2.8790 57.0000 7.5000 6.8674 6.8674 5.0000 1.8674 1.8674 0.0000 8.7348 8.7348
0504o 4.3313 2.8790 63.0000 7.5000 6.3033 6.3033 5.0000 1.3033 1.3033 0.0000 7.6067 7.6067
0403o 2.8790 2.0709 20.0000 9.9000 9.8107 9.8107 9.8000 0.0107 0.0107 0.0000 9.8215 9.8215
0302o 2.0709 2.0371 10.0000 37.0000 20.3993 20.3993 8.0000 16.0167 16.0167 0.0000 36.4160 36.4160
14a14bo 3.1327 2.9489 10.0000 28.0000 26.6587 26.6587 8.0000 28.1964 28.1964 8.0000 54.8552 54.8552
*=========================================================*
| 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 0.1414 227.7009 0.1928 0.9223 ## N54 8.9000 8.9251
5047 0.4652 874.6663 0.5511 4.1287 ## N53 8.5000 8.5256
5114b 0.1039 155.7743 0.3916 2.4639 ## N52 7.0000 7.0356
4342 0.1439 222.5423 0.2011 0.6513 ## N38 5.0000 6.1048
3736 0.1618 236.6380 0.7418 18.3610 ## N51 3.8000 4.8237
3534 1.5680 1365.4225 0.8976 17.4593 ## N48 3.6000 4.6626
3422 1.5618 1375.5519 0.7403 32.0793 ## N50 4.7000 5.7665
3130 0.2436 344.6142 0.3940 9.9665 ## N47 3.6000 4.7120
3024 0.4523 1627.6576 2.9528 8.2209 ## N46 3.0000 4.1222
3036 1.1349 417.0106 0.3990 51.9760 ## N45 2.5000 3.6660
2827 0.2805 403.9003 1.0978 0.6945 ## N43 9.2000 9.2234
2726 0.5618 433.9694 0.2299 25.4613 ## N42 7.3000 7.3310
2629 0.5535 505.6759 0.3981 58.7446 ## N37 7.0000 7.0737
2930 0.9768 1174.1593 0.9447 22.6079 ## N36 4.4700 5.8694
2725 0.2606 685.8683 2.4013 3.3405 ## N35 3.2000 4.3800
2524 0.2488 681.7544 2.4495 6.0384 ## N34 4.1000 4.2759
2422 0.6491 2315.5790 2.2854 11.2329 ## N31 7.5000 7.5267
L575 0.4451 624.1482 0.4822 21.8047 ## N30 4.2000 5.8799
2117 0.2328 349.3036 0.4589 20.8059 ## N29 6.4000 6.5595
1714B 2.3639 1427.7953 0.5533 119.5301 ## N28 8.3000 8.3877
1716 2.0498 6133.4914 2.3509 26.1008 ## N27 5.3500 6.7414
1615 1.2159 4229.1894 2.7353 12.4757 ## N26 6.5000 6.7438
1614A 0.8400 1906.6437 1.8944 4.6314 ## N25 4.8700 5.7265
4514B 1.0870 1554.4629 0.9754 23.8796 ## N24 2.5900 4.2128
4515 0.1758 752.7967 2.4593 2.3100 ## N23 4.7000 4.8303
1502 1.3683 4984.1448 2.7100 50.2149 ## N22 1.8600 3.6625
14A13 -4.0533 -5074.0281 -0.6418 56.7229 ## N21 2.0000 3.1871
1312 4.0436 5083.6153 0.5673 107.3729 ## N20 6.0000 7.0375
1211 3.9320 5071.6764 0.3894 380.1113 ## N19 4.5000 6.0933
1103 4.2921 6053.4992 0.4425 333.7232 ## N18 1.9000 3.2505
0912 0.1037 48.1667 0.0537 53.7073 ## N17 1.7500 3.1871
0908 0.1336 316.2578 1.1968 5.5963 ## N16 1.3400 3.1863
0811 0.2240 169.8755 0.3520 40.5384 ## N15 1.2100 2.5282
0804 0.2376 482.6438 1.4844 8.0879 ## N14B 1.8000 3.1327
0201 6.7783 14312.2486 1.3661 82.8892 ## N14A 1.6000 2.9489
5248 0.2510 472.2129 0.3564 0.4982 ## N13 1.8600 2.7326
4845 0.3717 687.0358 0.3464 9.8111 ## N12 1.6800 2.6091
4250 0.3170 538.8947 0.1692 4.5884 ## N11 1.3400 2.4018
5338 0.1563 252.1538 0.1414 5.7219 ## N10 3.6000 4.6222
3851 0.0000 0.0000 0.0000 0.0797 ## N9 2.5000 3.5300
4746o 0.4794 517.1139 1.0428 2.3721 ## N8 2.0000 3.0539
4746u 0.1016 743.0448 1.4147 2.4001 ## N7 4.0000 5.0387
4645o 0.4777 534.4018 0.5964 8.8948 ## N6 3.5000 4.5772
4645u 0.0988 727.6112 1.3748 3.2852 ## N5 3.3000 4.3313
3836o 0.2677 585.0051 0.1454 51.4132 ## N4 1.7000 2.8790
3635o 1.5343 1290.2927 0.6848 7.4930 ## N3 1.1000 2.0709
2217o 1.6002 1228.0335 1.0380 32.1999 ## N2 1.0500 2.0371
2217u 0.9985 3321.1659 2.2484 16.2026 ## N1 0.9300 1.9167
2019o 0.3749 179.4142 0.8221 1.7115 ##
2019u 0.4161 926.7188 2.6014 4.8440 ##
1918o 0.3063 89.9715 0.2569 10.5960 ##
1918u 0.8516 1901.8466 2.9841 16.2923 ##
1817o 1.1131 1290.8847 0.5724 48.6925 ##
1817u 0.6316 1229.7081 2.2248 6.5156 ##
1009o 0.0645 14.2604 0.4517 0.1956 ##
1009u 0.1842 348.7312 1.6763 5.2282 ##
0706o 0.1399 90.2611 0.3869 1.7113 ##
0706u 0.0881 238.5046 1.2277 2.1555 ##
0604o 0.6244 490.1044 1.1736 1.4159 ##
0604u 0.3051 879.6143 2.7419 4.1785 ##
0504o 0.1163 54.4422 0.4469 1.1410 ##
0504u 0.1352 298.8094 1.8868 3.3412 ##
0403o 0.5786 206.0771 0.7842 1.2937 ##
0403u 1.1822 2690.6016 2.8325 9.1592 ##
0302o 3.8880 3289.9880 0.6617 60.0828 ##
0302u 0.7569 5686.6302 0.8396 26.8387 ##
14a14bo 3.4079 2786.4687 0.3559 92.5917 ##
14a14bu 0.1358 374.6435 1.8982 0.7226 ##
FREE # 1 6.7783 14316.4387 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 0.1414 227.7009
N50 N47 0.4652 874.6663
N51 N14B 0.1039 155.7743
N43 N42 0.1439 222.5423
N37 N30 0.1618 236.6380
N35 N34 1.5680 1365.4225
N34 N22 1.5618 1375.5519
N31 N30 0.2436 344.6142
N30 N24 0.4523 1627.6576
N30 N36 1.1349 417.0106
N28 N27 0.2805 403.9003
N27 N26 0.5618 433.9694
N26 N29 0.5535 505.6759
N29 N30 0.9768 1174.1593
N27 N25 0.2606 685.8683
N25 N24 0.2488 681.7544
N24 N22 0.6491 2315.5790
N23 N22 0.4451 624.1482
N21 N17 0.2328 349.3036
N17 N14B 2.3639 1427.7953
N17 N16 2.0498 6133.4914
N16 N15 1.2159 4229.1894
N16 N14A 0.8400 1906.6437
N45 N14B 1.0870 1554.4629
N45 N15 0.1758 752.7967
N15 N2 1.3683 4984.1448
N13 N14A 4.0533 5074.0281
N13 N12 4.0436 5083.6153
N12 N11 3.9320 5071.6764
N11 N3 4.2921 6053.4992
N9 N12 0.1037 48.1667
N9 N8 0.1336 316.2578
N8 N11 0.2240 169.8755
N8 N4 0.2376 482.6438
N2 N1 6.7783 14312.2486
N52 N48 0.2510 472.2129
N48 N45 0.3717 687.0358
N42 N50 0.3170 538.8947
N53 N38 0.1563 252.1538
N47 N46 0.6821 1260.1587
N46 N45 0.6739 1262.0130
N38 N36 0.2677 585.0051
N36 N35 1.5343 1290.2927
N22 N17 2.5477 4549.1994
N20 N19 0.6796 1106.1329
N19 N18 1.1576 1991.8181
N18 N17 1.3562 The text continues on section 5.