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e1y30m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:33.
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.. 6
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 29.8000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
2 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N52#1 N52 38.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
4 N52#2 N52 38.000 .22400 9.00 3.000 0.020 0.045 0.000 0.000 0.00
5 N48#1 N48 32.000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
6 N48#2 N48 32.000 .19500 0.00 4.000 0.020 0.045 0.000 0.000 0.00
7 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
8 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
9 N42#1 N42 45.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
10 N42#2 N42 45.000 .28900 0.00 3.000 0.020 0.045 0.000 0.000 0.00
11 N50#1 N50 55.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
12 N50#2 N50 55.000 .30300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
13 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
14 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
15 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
16 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
17 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
18 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N38#1 N38 6.0000 .43000E-01100.00 3.500 0.020 0.045 0.000 0.000 0.00
20 N38#2 N38 35.000 .25000 0.00 3.500 0.020 0.045 0.000 0.000 0.00
21 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
22 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
23 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
24 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
25 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
26 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
27 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
28 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
29 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
30 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
31 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
32 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
33 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
34 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
35 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
36 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
37 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
38 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
39 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
40 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
41 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
42 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
43 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
44 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
45 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
46 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
47 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
50 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
51 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
52 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
53 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
54 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
55 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
56 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
57 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
58 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
59 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
60 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
62 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
63 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
64 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
65 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
66 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
67 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
68 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
69 N51#1 N51 30.000 .10000E-02100.00 3.800 0.020 0.045 0.000 0.000 0.00
70 N51#2 N51 30.000 .14300 0.00 3.800 0.020 0.045 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N54#1 0.0010 2.0000 2.0000
2 N54#2 0.0010 2.0000 2.0000
3 N52#1 0.0010 2.0000 2.0000
4 N52#2 0.0010 2.0000 2.0000
5 N48#1 0.0010 2.0000 2.0000
6 N48#2 0.0010 2.0000 2.0000
7 N43#1 0.0010 2.0000 2.0000
8 N43#2 0.0010 2.0000 2.0000
9 N42#1 0.0010 2.0000 2.0000
10 N42#2 0.0010 2.0000 2.0000
11 N50#1 0.0010 2.0000 2.0000
12 N50#2 0.0010 2.0000 2.0000
13 N47#1 0.0010 2.0000 2.0000
14 N47#2 0.0010 2.0000 2.0000
15 N45#1 0.0010 2.0000 2.0000
16 N45#2 0.0010 2.0000 2.0000
17 N53#1 0.0010 2.0000 2.0000
18 N53#2 0.0010 2.0000 2.0000
19 N38#1 0.0010 2.0000 2.0000
20 N38#2 0.0010 2.0000 2.0000
21 N37#1 0.0010 2.0000 2.0000
22 N37#2 0.0010 2.0000 2.0000
23 N31#1 0.0010 2.0000 2.0000
24 N31#2 0.0010 2.0000 2.0000
25 N28#1 0.0010 2.0000 2.0000
26 N28#2 0.0010 2.0000 2.0000
27 N27#1 0.0010 2.0000 2.0000
28 N27#2 0.0010 2.0000 2.0000
29 N35#1 0.0010 2.0000 2.0000
30 N35#2 0.0010 2.0000 2.0000
31 N23#1 0.0010 2.0000 2.0000
32 N23#2 0.0010 2.0000 2.0000
33 N22#1 0.0010 2.0000 2.0000
34 N22#2 0.0010 2.0000 2.0000
35 N21#1 0.0010 2.0000 2.0000
36 N21#2 0.0010 2.0000 2.0000
37 N20#1 0.0010 2.0000 2.0000
38 N20#2 0.0010 2.0000 2.0000
39 N19#1 0.0010 2.0000 2.0000
40 N19#2 0.0010 2.0000 2.0000
41 N18#1 0.0010 2.0000 2.0000
42 N18#2 0.0010 2.0000 2.0000
43 N17#1 0.0010 2.0000 2.0000
44 N17#2 0.0010 2.0000 2.0000
45 N10#1 0.0010 2.0000 2.0000
46 N10#2 0.0010 2.0000 2.0000
47 N8#1 0.0010 2.0000 2.0000
48 N8#2 0.0010 2.0000 2.0000
49 N7#1 0.0010 2.0000 2.0000
50 N7#2 0.0010 2.0000 2.0000
51 N6#1 0.0010 2.0000 2.0000
52 N6#2 0.0010 2.0000 2.0000
53 N5#1 0.0010 2.0000 2.0000
54 N5#2 0.0010 2.0000 2.0000
55 N4#1 0.0010 2.0000 2.0000
56 N4#2 0.0010 2.0000 2.0000
57 N11#1 0.0010 2.0000 2.0000
58 N11#2 0.0010 2.0000 2.0000
59 N2#1 0.0010 2.0000 2.0000
60 N2#2 0.0010 2.0000 2.0000
61 N26#1 0.0010 2.0000 2.0000
62 N26#2 0.0010 2.0000 2.0000
63 N29#1 0.0010 2.0000 2.0000
64 N29#2 0.0010 2.0000 2.0000
65 N30#1 0.0010 2.0000 2.0000
66 N30#2 0.0010 2.0000 2.0000
67 N36#1 0.0010 2.0000 2.0000
68 N36#2 0.0010 2.0000 2.0000
69 N51#1 0.0010 2.0000 2.0000
70 N51#2 0.0010 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N51#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N51#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 70
Total Tributary Area (hectares). 13.42
Impervious Area (hectares)...... 5.76
Pervious Area (hectares)........ 7.66
Total Width (hectares).......... 2029.70
Percent Imperviousness.......... 42.92
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N54 No Tributary Channel/Pipes
Tributary Subareas........ N54#1 N54#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N48 No Tributary Channel/Pipes
Tributary Subareas........ N48#1 N48#2
N43 No Tributary Channel/Pipes
Tributary Subareas........ N43#1 N43#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N50 No Tributary Channel/Pipes
Tributary Subareas........ N50#1 N50#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N53 No Tributary Channel/Pipes
Tributary Subareas........ N53#1 N53#2
N38 No Tributary Channel/Pipes
Tributary Subareas........ N38#1 N38#2
N37 No Tributary Channel/Pipes
Tributary Subareas........ N37#1 N37#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N27 No Tributary Channel/Pipes
Tributary Subareas........ N27#1 N27#2
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#2
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
N10 No Tributary Channel/Pipes
Tributary Subareas........ N10#1 N10#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N7 No Tributary Channel/Pipes
Tributary Subareas........ N7#1 N7#2
N6 No Tributary Channel/Pipes
Tributary Subareas........ N6#1 N6#2
N5 No Tributary Channel/Pipes
Tributary Subareas........ N5#1 N5#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N26 No Tributary Channel/Pipes
Tributary Subareas........ N26#1 N26#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N51 No Tributary Channel/Pipes
Tributary Subareas........ N51#1 N51#2
***********************************************************
* Hydrographs will be stored for the following 35 INLETS *
***********************************************************
N54 N52 N48 N43 N42 N50
N47 N45 N53 N38 N37 N31
N28 N27 N35 N23 N22 N21
N20 N19 N18 N17 N10 N8
N7 N6 N5 N4 N11 N2
N26 N29 N30 N36 N51
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 540
Final Julian Date = 1903001
Final time of day = 32400. seconds.
Final time of day = 9.00 hours.
Final running time = 9.0000 hours.
Final running time = 0.3750 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N54#1 1800 540 N54#2 1760 540 N52#1 2064 540
N52#2 3616 1080 N48#1 2064 540 N48#2 1764 540
N43#1 1772 540 N43#2 1768 540 N42#1 2064 540
N42#2 1760 540 N50#1 2064 540 N50#2 1764 540
N47#1 1804 540 N47#2 3544 1080 N45#1 1804 540
N45#2 3548 1080 N53#1 1620 540 N53#2 1768 540
N38#1 1780 540 N38#2 1760 540 N37#1 1784 540
N37#2 3572 1080 N31#1 1784 540 N31#2 3572 1080
N28#1 1784 540 N28#2 3576 1080 N27#1 1776 540
N27#2 3540 1080 N35#1 1796 540 N35#2 1796 540
N23#1 1776 540 N23#2 3584 1080 N22#1 1776 540
N22#2 1768 540 N21#1 1772 540 N21#2 3564 1080
N20#1 1748 540 N20#2 1628 540 N19#1 1788 540
N19#2 3508 1080 N18#1 1768 540 N18#2 3532 1080
N17#1 1788 540 N17#2 3568 1080 N10#1 1780 540
N10#2 1760 540 N8#1 1776 540 N8#2 1752 540
N7#1 1776 540 N7#2 1756 540 N6#1 1760 540
N6#2 1712 540 N5#1 1780 540 N5#2 1756 540
N4#1 1776 540 N4#2 1752 540 N11#1 1716 540
N11#2 3540 1080 N2#1 1772 540 N2#2 3548 1080
N26#1 1772 540 N26#2 1736 540 N29#1 1788 540
N29#2 3544 1080 N30#1 1788 540 N30#2 3580 1080
N36#1 1784 540 N36#2 3568 1080 N51#1 2064 540
N51#2 1772 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 29.8000 mm
Total rainfall read for gage # 1 is 30.00 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) 3.998266E+03 29.800
Total Infiltration 7.410227E+01 0.552
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 3.924907E+03 29.253
Total Water remaining in Surface Storage 3.357031E+00 0.025
Infiltration over the Pervious Area... 7.410227E+01 0.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 4.002367E+03 29.831
Total Precipitation + Initial Storage. 3.998266E+03 29.800
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.1026
****************************************************
* 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.............. 3.924907E+03 29.253
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.................. 3.917168E+03 29.196
Initial Storage + Inflow.................... 3.924907E+03 29.253
Final Storage + Outflow + Diverted GW....... 3.917168E+03 29.196
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.1976
##################################################
# 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).... 29.80000 29.80000 29.80000 29.80000 29.80000 29.80000
Max Intensity (mm/hr).. 118.00800 118.00800 118.00800 118.00800 118.00800 118.00800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 28.83700 0.00000 28.84203 0.00000 28.84267
Total Losses (mm)...... 0.00000 0.94245 0.00000 0.94080 0.00000 0.94057
Remaining Depth (mm)... 0.00000 0.02055 0.00000 0.01717 0.00000 0.01676
Peak Runoff Rate (cms). 0.00000 0.06047 0.00000 0.05940 0.00000 0.05697
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.87083 0.00000 29.81046 29.91626 29.81142 0.00000
Peak Runoff Rate (cms). 0.00033 0.00000 0.00033 0.00661 0.00033 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.87083 0.00000 29.81046 29.91626 29.81142 0.00000
Peak Runoff Rate (cms). 0.00033 0.00001 0.00033 0.00661 0.00033 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 29.87083 28.83700 29.81046 28.93871 29.81142 28.84267
Peak Runoff Rate (cms). 0.00033 0.06047 0.00033 0.06601 0.00033 0.05697
Unit Runoff (mm/hr).... 118.82957 103.54300 118.99115 106.97050 118.99115 106.05960
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).... 29.80000 29.80000 29.80000 29.80000 29.80000 29.80000
Max Intensity (mm/hr).. 118.00800 118.00800 118.00800 118.00800 118.00800 118.00800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 28.84594 0.00000 28.83437 0.00000 28.84097
Total Losses (mm)...... 0.00000 0.93933 0.00000 0.94322 0.00000 0.94117
Remaining Depth (mm)... 0.00000 0.01473 0.00000 0.02241 0.00000 0.01786
Peak Runoff Rate (cms). 0.00000 0.06157 0.00000 0.08149 0.00000 0.08791
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.81718 0.00000 29.80571 0.00000 29.80283 0.00000
Peak Runoff Rate (cms). 0.00031 0.00000 0.00033 0.00000 0.00033 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.81718 0.00000 29.80571 0.00000 29.80283 0.00000
Peak Runoff Rate (cms). 0.00031 0.00001 0.00033 0.00001 0.00033 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 29.81718 28.84594 29.80571 28.83437 29.80283 28.84097
Peak Runoff Rate (cms). 0.00031 0.06157 0.00033 0.08149 0.00033 0.08791
Unit Runoff (mm/hr).... 110.82944 107.45312 118.99114 102.35476 118.99114 105.31653
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).... 29.80000 29.80000 29.80000 29.80000 29.80000 29.80000
Max Intensity (mm/hr).. 118.00800 118.00800 118.00800 118.00800 118.00800 118.00800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 28.80926 0.00000 28.81648 0.00000 28.84504
Total Losses (mm)...... 0.00000 0.94841 0.00000 0.94723 0.00000 0.93969
Remaining Depth (mm)... 0.00000 0.04232 0.00000 0.03630 0.00000 0.01528
Peak Runoff Rate (cms). 0.00000 0.06814 0.00000 0.06482 0.00000 0.06873
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.88113 29.86301 29.88539 29.86657 29.65264 0.00000
Peak Runoff Rate (cms). 0.01179 0.01942 0.01081 0.01790 0.00017 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.88113 29.86301 29.88539 29.86657 29.65264 0.00000
Peak Runoff Rate (cms). 0.01179 0.01942 0.01081 0.01790 0.00017 0.00000
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 29.88113 28.99894 29.88539 29.00549 29.65264 28.84504
Peak Runoff Rate (cms). 0.01179 0.08756 0.01081 0.08273 0.00017 0.06873
Unit Runoff (mm/hr).... 118.92952 96.31155 118.95091 98.78175 61.83496 107.07516
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).... 29.80000 29.80000 29.80000 29.80000 29.80000 29.80000
Max Intensity (mm/hr).. 118.00800 118.00800 118.00800 118.00800 118.00800 118.00800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 28.83300 0.00000 28.84944 0.00000 28.85100
Total Losses (mm)...... 0.00000 0.94360 0.00000 0.93786 0.00000 0.93714
Remaining Depth (mm)... 0.00000 0.02340 0.00000 0.01271 0.00000 0.01186
Peak Runoff Rate (cms). 0.00000 0.07006 0.00000 0.02729 0.00000 0.04159
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.82994 0.00000 29.83283 29.86799 29.83281 29.86964
Peak Runoff Rate (cms). 0.01362 0.00000 0.02869 0.01276 0.04207 0.01934
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.82994 0.00000 29.83283 29.86799 29.83281 29.86964
Peak Runoff Rate (cms). 0.01362 0.00039 0.02869 0.01276 0.04207 0.01934
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) 29.82994 28.83300 29.83283 29.15500 29.83281 29.15659
Peak Runoff Rate (cms). 0.01362 0.07006 0.02869 0.04005 0.04207 0.06093
Unit Runoff (mm/hr).... 115.01154 101.73324 115.70090 111.84528 115.69626 112.27534
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).... 29.80000 29.80000 29.80000 29.80000 29.80000 29.80000
Max Intensity (mm/hr).. 118.00800 118.00800 118.00800 118.00800 118.00800 118.00800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 28.84896 0.00000 28.81949 0.00000 28.89477
Total Losses (mm)...... 0.00000 0.93807 0.00000 0.94667 0.00000 0.90391
Remaining Depth (mm)... 0.00000 0.01298 0.00000 0.03384 0.00000 0.00132
Peak Runoff Rate (cms). 0.00000 0.05097 0.00000 0.07968 0.00000 0.00675
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.83306 29.87661 29.82140 29.84043 29.86145 0.00000
Peak Runoff Rate (cms). 0.04847 0.01859 0.06472 0.05249 0.01634 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.83306 29.87661 29.82140 29.84043 29.86145 0.00000
Peak Runoff Rate (cms). 0.04847 0.01859 0.06472 0.05249 0.01634 0.00046
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) 29.83306 29.10587 29.82140 29.17682 29.86145 28.89477
Peak Runoff Rate (cms). 0.04847 0.06956 0.06472 0.13216 0.01634 0.00675
Unit Runoff (mm/hr).... 115.75179 111.23558 112.40094 103.17373 118.62639 116.65258
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).... 29.80000 29.80000 29.80000 29.80000 29.80000 29.80000
Max Intensity (mm/hr).. 118.00800 118.00800 118.00800 118.00800 118.00800 118.00800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 28.87161 0.00000 28.84764 0.00000 28.85627
Total Losses (mm)...... 0.00000 0.92424 0.00000 0.93863 0.00000 0.93447
Remaining Depth (mm)... 0.00000 0.00415 0.00000 0.01372 0.00000 0.00926
Peak Runoff Rate (cms). 0.00000 0.08421 0.00000 0.06346 0.00000 0.04555
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.82539 29.85812 29.82193 0.00000 29.81718 29.84201
Peak Runoff Rate (cms). 0.00031 0.10612 0.00031 0.00000 0.00031 0.05864
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.82539 29.85812 29.82193 0.00000 29.81718 29.84201
Peak Runoff Rate (cms). 0.00031 0.10612 0.00031 0.00001 0.00031 0.05864
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) 29.82539 29.41419 29.82193 28.84764 29.81718 29.39843
Peak Runoff Rate (cms). 0.00031 0.19033 0.00031 0.06346 0.00031 0.10419
Unit Runoff (mm/hr).... 113.72189 116.90542 112.58676 108.15575 110.82944 114.60673
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).... 29.80000 29.80000 29.80000 29.80000 29.80000 29.80000
Max Intensity (mm/hr).. 118.00800 118.00800 118.00800 118.00800 118.00800 118.00800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 28.70175 0.00000 28.79943 0.00000 28.80042
Total Losses (mm)...... 0.00000 0.95621 0.00000 0.94976 0.00000 0.94964
Remaining Depth (mm)... 0.00000 0.14204 0.00000 0.05081 0.00000 0.04995
Peak Runoff Rate (cms). 0.00000 0.05416 0.00000 0.11088 0.00000 0.09377
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.77630 0.00000 29.84069 29.83270 29.81295 29.88376
Peak Runoff Rate (cms). 0.18708 0.00000 0.04000 0.07885 0.02705 0.01409
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.77630 0.00000 29.84069 29.83270 29.81295 29.88376
Peak Runoff Rate (cms). 0.18708 0.00530 0.04000 0.07885 0.02705 0.01409
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) 29.77630 28.70175 29.84069 29.16107 29.81295 28.90875
Peak Runoff Rate (cms). 0.18708 0.05416 0.04000 0.18973 0.02705 0.10786
Unit Runoff (mm/hr).... 93.15610 62.80752 117.10563 97.41365 109.11519 91.05175
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).... 29.80000 29.80000 29.80000 29.80000 29.80000 29.80000
Max Intensity (mm/hr).. 118.00800 118.00800 118.00800 118.00800 118.00800 118.00800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 28.83212 0.00000 28.83242 0.00000 28.82430
Total Losses (mm)...... 0.00000 0.94384 0.00000 0.94376 0.00000 0.94570
Remaining Depth (mm)... 0.00000 0.02404 0.00000 0.02383 0.00000 0.03000
Peak Runoff Rate (cms). 0.00000 0.02764 0.00000 0.03075 0.00000 0.02694
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.84327 29.90360 29.82996 0.00000 29.82623 0.00000
Peak Runoff Rate (cms). 0.00873 0.00361 0.07287 0.00000 0.06908 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.84327 29.90360 29.82996 0.00000 29.82623 0.00000
Peak Runoff Rate (cms). 0.00873 0.00361 0.07287 0.00206 0.06908 0.00196
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) 29.84327 28.93927 29.82996 28.83242 29.82623 28.82430
Peak Runoff Rate (cms). 0.00873 0.03124 0.07287 0.03075 0.06908 0.02694
Unit Runoff (mm/hr).... 117.43438 103.09771 115.01678 101.46814 113.97949 97.80870
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).... 29.80000 29.80000 29.80000 29.80000 29.80000 29.80000
Max Intensity (mm/hr).. 118.00800 118.00800 118.00800 118.00800 118.00800 118.00800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 28.82520 0.00000 28.77809 0.00000 28.82985
Total Losses (mm)...... 0.00000 0.94551 0.00000 0.95196 0.00000 0.94442
Remaining Depth (mm)... 0.00000 0.02930 0.00000 0.06995 0.00000 0.02573
Peak Runoff Rate (cms). 0.00000 0.02651 0.00000 0.06528 0.00000 0.02846
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.82512 0.00000 29.80307 0.00000 29.82822 0.00000
Peak Runoff Rate (cms). 0.06574 0.00000 0.19831 0.00000 0.07100 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.82512 0.00000 29.80307 0.00000 29.82822 0.00000
Peak Runoff Rate (cms). 0.06574 0.00186 0.19831 0.00562 0.07100 0.00201
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) 29.82512 28.82520 29.80307 28.77809 29.82822 28.82985
Peak Runoff Rate (cms). 0.06574 0.02651 0.19831 0.06528 0.07100 0.02846
Unit Runoff (mm/hr).... 113.63784 98.21023 104.78594 80.32715 114.55164 100.30493
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).... 29.80000 29.80000 29.80000 29.80000 29.80000 29.80000
Max Intensity (mm/hr).. 118.00800 118.00800 118.00800 118.00800 118.00800 118.00800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 28.82396 0.00000 28.80433 0.00000 28.80912
Total Losses (mm)...... 0.00000 0.94577 0.00000 0.94912 0.00000 0.94843
Remaining Depth (mm)... 0.00000 0.03026 0.00000 0.04655 0.00000 0.04244
Peak Runoff Rate (cms). 0.00000 0.05219 0.00000 0.18181 0.00000 0.07474
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.82481 0.00000 29.74487 29.89545 29.81718 29.88812
Peak Runoff Rate (cms). 0.14200 0.00000 0.00023 0.02103 0.00031 0.01081
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.82481 0.00000 29.74487 29.89545 29.81718 29.88812
Peak Runoff Rate (cms). 0.14200 0.00402 0.00023 0.02103 0.00031 0.01081
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) 29.82481 28.82396 29.74487 28.89162 29.81718 28.91702
Peak Runoff Rate (cms). 0.14200 0.05219 0.00023 0.20284 0.00031 0.08555
Unit Runoff (mm/hr).... 113.54203 97.66003 82.02978 91.80940 110.82944 94.10744
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).... 29.80000 29.80000 29.80000 29.80000 29.80000 29.80000
Max Intensity (mm/hr).. 118.00800 118.00800 118.00800 118.00800 118.00800 118.00800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 28.80761 0.00000 28.83090 0.00000 28.85776
Total Losses (mm)...... 0.00000 0.94866 0.00000 0.94415 0.00000 0.93364
Remaining Depth (mm)... 0.00000 0.04374 0.00000 0.02495 0.00000 0.00860
Peak Runoff Rate (cms). 0.00000 0.00875 0.00000 0.08051 0.00000 0.03350
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.81732 0.00000 29.83894 29.83791 29.84286 29.88326
Peak Runoff Rate (cms). 0.00703 0.00000 0.04249 0.06750 0.02975 0.01318
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.81732 0.00000 29.83894 29.83791 29.84286 29.88326
Peak Runoff Rate (cms). 0.00703 0.00020 0.04249 0.06750 0.02975 0.01318
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) 29.81732 28.80761 29.83894 29.25384 29.84286 29.13465
Peak Runoff Rate (cms). 0.00703 0.00875 0.04249 0.14801 0.02975 0.04668
Unit Runoff (mm/hr).... 110.88420 90.73687 116.84788 107.45850 117.38594 113.73687
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).... 29.80000 29.80000 29.80000 29.80000
Max Intensity (mm/hr).. 118.00800 118.00800 118.00800 118.00800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 28.84776 0.00000 28.85055
Total Losses (mm)...... 0.00000 0.93858 0.00000 0.93735
Remaining Depth (mm)... 0.00000 0.01366 0.00000 0.01210
Peak Runoff Rate (cms). 0.00000 0.03699 0.00000 0.04306
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.83360 29.87151 29.81484 0.00000
Peak Runoff Rate (cms). 0.03352 0.01503 0.00033 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.83360 29.87151 29.81484 0.00000
Peak Runoff Rate (cms). 0.03352 0.01503 0.00033 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 29.83360 29.12417 29.81484 28.85055
Peak Runoff Rate (cms). 0.03352 0.05202 0.00033 0.04306
Unit Runoff (mm/hr).... 115.86887 111.07475 118.99115 109.30456
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity See the original
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Full text of sections 2 to 4 (of 5)
Section 2
(mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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160.000 = =
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120.000 = ########### =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| ############ # |
| # # |
80.000 = # # =
| # # |
| # # |
| # # |
| # # |
| # # |
########### # |
# # |
# # |
# # |
40.000 # # ########### =
# # # # |
# ############ # |
# # |
# # |
# ############ |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|==#======|=========|=========|=========|
0.0 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.7 0.8
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 70.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.2549 5.6372 5.0000
N51 2.9695 7.4238 365.0000
N48 2.6173 6.5434 30.0000
N50 2.2039 5.5097 45.0000
N47 5.8266 14.5665 0.0000
N46 2.2984 5.7459 19320.0000
N45 0.7833 1.9583 20.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 1.8461 4.6154 15.0000
N35 3.2314 8.0784 0.0000
N34 50.0000 50.0000 0.0000
N31 43.8187 50.0000 0.0000
N30 0.2625 0.6563 85.0000
N29 50.0000 50.0000 0.0000
N28 39.3732 50.0000 0.0000
N27 2.0932 5.2330 200.0000
N26 50.0000 50.0000 0.0000
N25 3.1292 7.8231 5.0000
N24 0.8812 2.2029 605.0000
N23 15.8414 39.6034 0.0000
N22 4.8535 12.1337 0.0000
N21 1.6884 4.2210 100.0000
N20 25.7826 50.0000 0.0000
N19 28.1621 50.0000 0.0000
N18 2.2930 5.7324 45.0000
N17 17.5061 43.7652 0.0000
N16 6.7749 16.9372 0.0000
N15 15.1358 37.8395 0.0000
N14B 0.8738 2.1845 605.0000
N14A 13.6421 34.1052 0.0000
N13 50.0000 50.0000 0.0000
N12 37.2568 50.0000 0.0000
N11 37.4909 50.0000 0.0000
N10 30.5249 50.0000 0.0000
N9 24.1212 50.0000 0.0000
N8 12.6640 31.6600 0.0000
N7 1.5537 3.8841 70.0000
N6 1.1004 2.7511 15.0000
N5 24.5556 50.0000 0.0000
N4 28.5742 50.0000 0.0000
N3 41.8624 50.0000 0.0000
N2 41.4124 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N46
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 6.0833 0.0007 0.0119 Normal Soln
5047 47.7659 47.7659 50.0000 0.0000 -0.0014 0.0961 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0117 0.0250 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0007 0.0103 Normal Soln
3736 40.8666 40.8666 50.0000 0.0000 0.0010 0.0091 Normal Soln
3534 17.8898 17.8898 50.0000 0.0000 0.0071 0.0101 Normal Soln
3422 50.0000 50.0000 50.0000 0.0000 0.0003 0.0074 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0012 0.0155 Normal Soln
3024 7.8518 7.8518 18.1257 0.0000 -0.0063 2.0256 Normal Soln
3036 17.9378 17.9378 50.0000 0.0000 -0.0102 0.0306 Normal Soln
2827 34.8282 34.8282 50.0000 0.0000 0.0015 0.0149 Normal Soln
2726 11.8242 11.8242 50.0000 0.0000 0.0032 0.0079 Normal Soln
2629 50.0000 50.0000 50.0000 0.0000 0.0008 0.0269 Normal Soln
2930 33.7197 33.7197 50.0000 0.0000 0.0023 0.0336 Normal Soln
2725 5.0137 5.0137 12.8043 0.0000 0.0035 2.3847 Normal Soln
2524 16.5255 16.5255 32.6282 0.0000 -0.0033 1.9715 Normal Soln
2422 7.1107 7.1107 16.9301 0.0000 0.0236 1.6294 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0026 0.0820 Normal Soln
2117 11.1342 11.1342 27.4463 0.0000 0.0039 0.0309 Normal Soln
1714B 29.1870 29.1870 50.0000 0.0000 -0.0010 0.0170 Normal Soln
1716 5.2380 5.2380 13.8413 0.0000 0.0162 1.0180 Normal Soln
1615 4.5251 4.5251 11.5759 0.0000 0.0125 2.6955 Normal Soln
1614A 2.2457 2.2457 7.9126 3.6667 0.0087 1.7189 Normal Soln
4514B 15.5232 15.5232 25.8514 0.0000 0.0023 0.0136 Normal Soln
4515 5.6320 5.6320 12.6946 0.0000 0.0069 1.9806 Normal Soln
1502 16.1293 16.1293 35.6982 0.0000 0.0164 3.9743 Normal Soln
14A13 4.6146 4.6146 27.3636 0.0000 -0.0087 0.0848 Normal Soln
1312 7.3639 7.3639 40.7070 0.0000 0.0062 0.0861 Normal Soln
1211 21.9038 21.9038 50.0000 0.0000 0.0067 0.0606 Normal Soln
1103 16.1539 16.1539 50.0000 0.0000 0.0039 0.0417 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 15.0897 15.0897 50.0000 0.0000 -0.0019 1.2870 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0804 13.6932 13.6932 43.1845 0.0000 0.0030 1.6899 Normal Soln
0201 3.0917 3.0917 7.4117 328.9167 0.0264 0.0366 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0009 0.0210 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0259 0.0933 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0013 0.0184 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0010 0.0126 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746u 5.5842 5.5842 18.0472 0.0000 -0.0020 1.5040 Normal Soln
4645o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4645u 7.2311 7.2311 25.0630 0.0000 0.0053 2.4430 Normal Soln
3836o 41.9128 41.9128 50.0000 0.0000 0.0005 0.0106 Normal Soln
3635o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2217o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2217u 6.6905 6.6905 16.1064 0.0000 0.0105 2.9187 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 7.4018 7.4018 12.4985 0.0000 0.0035 0.7599 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 20.1961 20.1961 47.0201 0.0000 -0.0858 1.0868 Normal Soln
1817o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1817u 4.2292 4.2292 10.5928 0.0000 -0.0062 2.3562 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 15.5070 15.5070 31.0763 0.0000 -0.0014 0.8776 Normal Soln
0706o 50.0000 50.0000 50.0000 0.0000 -0.0005 0.0009 Normal Soln
0706u 6.8724 6.8724 24.7064 0.0000 0.0024 1.8417 Normal Soln
0604o 50.0000 50.0000 50.0000 0.0000 -0.0013 0.0063 Normal Soln
0604u 9.6384 9.6384 20.5418 0.0000 0.0043 2.0203 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 15.6963 15.6963 39.6233 0.0000 -0.0145 1.3699 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 4.2441 4.2441 8.7498 0.0000 0.0073 0.8428 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.4867 3.4867 18.1282 0.0000 0.0053 0.3227 Normal Soln
14a14bo 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
14a14bu 1.8951 1.8951 4.9957 21.3333 -0.0080 2.2960 Normal Soln
The conduit with the smallest time step limitation was..0201
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................1918u
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.00 / 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/ 0.01 / 1.87/ 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/ 0.01 / 1.35/ 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/ 0.01 / 1.06/ 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/ 0.01 / 5114b/ 0.01 /
4342/ 0.00 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.40 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.15 /
2524/ 0.18 / 2422/ 0.25 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.32 /
1615/ 0.18 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.19 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.06 / 0201/ 0.09 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.16 /
4645o/ 0.00 / 4645u/ 0.10 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.19 /
2019o/ 0.00 / 2019u/ 0.29 / 1918o/ 0.00 /
1918u/ 0.20 / 1817o/ 0.00 / 1817u/ 0.15 /
1009o/ 0.00 / 1009u/ 0.10 / 0706o/ 0.00 /
0706u/ 0.06 / 0604o/ 0.00 / 0604u/ 0.22 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.27 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.33 / 5047/ 0.21 / 5114b/ 0.05 /
4342/ 0.23 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.18 /
3036/ 3.16 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.44 / 2930/ 0.19 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.04 /
2117/ 0.03 / 1714B/ 1.67 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.08 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.09 /
0912/ 0.01 / 0908/ 0.15 / 0811/ 0.00 /
0804/ 0.18 / 0201/ 0.24 / 5248/ 0.28 /
4845/ 0.20 / 4250/ 0.32 / 5338/ 1.36 /
3851/ 0.03 / 4746o/ 0.00 / 4746u/ 0.12 /
4645o/ 0.05 / 4645u/ 0.12 / 3836o/ 3.21 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.29 /
2019o/ 0.00 / 2019u/ 0.18 / 1918o/ 0.00 /
1918u/ 0.24 / 1817o/ 0.00 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.08 /
0706u/ 0.12 / 0604o/ 0.13 / 0604u/ 0.15 /
0504o/ 0.00 / 0504u/ 0.12 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.00 / 0302u/ 1.50 /
14a14bo/ 0.00 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.00 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.00 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.28 /
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/ 8.13 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.65 / 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/ 8.94 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.02 /
N38/ 1.06 / N51/ 1.01 / N48/ 1.03 /
N50/ 1.04 / N47/ 0.95 / N46/ 1.00 /
N45/ 1.08 / N43/ 0.02 / N42/ 0.02 /
N37/ 0.05 / N36/ 1.22 / N35/ 1.01 /
N34/ 0.02 / N31/ 0.02 / N30/ 1.47 /
N29/ 0.09 / N28/ 0.06 / N27/ 1.36 /
N26/ 0.08 / N25/ 0.61 / N24/ 1.03 /
N23/ 0.10 / N22/ 1.07 / N21/ 1.03 /
N20/ 0.26 / N19/ 0.29 / N18/ 1.00 /
N17/ 0.77 / N16/ 1.35 / N15/ 0.95 /
N14B/ 1.14 / N14A/ 0.87 / N13/ 0.51 /
N12/ 0.52 / N11/ 0.56 / N10/ 0.18 /
N9/ 0.37 / N8/ 0.63 / N7/ 1.00 /
N6/ 1.01 / N5/ 0.22 / N4/ 0.60 /
N3/ 0.53 / N2/ 0.55 / N1/ 0.55 /
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/ 0.00 / 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/ 0.01 / 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/ 0.09 / 5047/ 0.08 / 5114b/ 0.02 /
4342/ 0.05 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.05 /
3036/ 2.86 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.16 / 2930/ 0.07 / 2725/ 0.00 /
2524/ 0.01 / 2422/ 0.06 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.06 /
1615/ 0.10 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.39 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.16 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.12 / 5248/ 0.06 /
4845/ 0.09 / 4250/ 0.07 / 5338/ 0.43 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.37 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.08 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.08 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.01 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.28 /
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/ 0.01 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.01 / 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/ 2.86/
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/ 1.87 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.35/
1615/ 1.35/ 1.24 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.24 1502/ 1.24/ 1.06 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/ 1.06/ 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/ 1.87/ 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/ 1.06/ 1.06 0302u/ 1.10/ 1.06/
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........ 6496
Total number of time steps during simulation.... 5115
Ratio of actual # of time steps / NTCYC......... 1.184
Average number of iterations per time step...... 1.270
Average time step size(seconds)................ 4.223
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.755
Average minimum implicit time step (sec)........ 1.426
Average minimum junction time step (sec)........ 1.426
Average Courant Factor Tf....................... 1.426
Number of times omega reduced................... 12
*=========================================================*
| 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 1.01 5141 0 4 0 0 0
N53 0 1.02 5218 0 5 0 0 0
N52 0 1.08 5523 0 8 0 0 0
N38 0 1.03 5255 0 11 1 0 0
N51 0 1.02 5207 1 11 1 0 0
N48 0 1.07 5473 0 16 1 0 0
N50 0 1.15 5903 1 21 1 0 0
N47 0 1.13 5781 0 7 0 0 0
N46 0 1.14 5809 0 9 0 0 0
N45 0 1.34 6873 0 16 2 0 0
N43 0 1.01 5157 0 5 0 0 0
N42 0 1.09 5573 0 7 0 0 0
N37 0 1.05 5356 0 6 0 0 0
N36 0 1.08 5522 0 6 0 0 0
N35 0 1.01 5167 0 7 0 0 0
N34 0 1.03 5257 0 17 1 0 0
N31 0 1.10 5610 0 17 1 0 0
N30 0 1.28 6542 0 15 1 0 0
N29 0 1.14 5854 0 7 0 0 0
N28 0 1.09 5597 0 7 0 0 0
N27 0 1.26 6460 0 11 2 0 0
N26 0 1.04 5300 0 4 0 0 0
N25 0 1.24 6340 0 6 0 0 0
N24 0 1.38 7073 0 12 1 0 0
N23 0 1.17 5964 0 7 0 0 0
N22 0 1.30 6634 0 9 0 0 0
N21 0 1.24 6340 0 6 0 0 0
N20 0 1.13 5793 0 6 0 0 0
N19 0 1.31 6683 1 12 1 0 0
N18 0 1.25 6401 0 6 0 0 0
N17 0 1.57 8006 0 20 1 0 0
N16 0 1.55 7925 0 11 2 0 0
N15 0 1.33 6817 0 7 0 0 0
N14B 0 1.32 6763 2 16 2 0 0
N14A 0 1.52 7793 0 13 4 0 0
N13 0 1.41 7211 0 7 0 0 0
N12 0 1.31 6716 0 7 0 0 0
N11 0 1.36 6957 0 11 1 0 0
N10 0 1.08 5502 0 5 0 0 0
N9 0 1.14 5842 0 7 0 0 0
N8 0 1.15 5863 0 5 0 0 0
N7 0 1.09 5577 0 9 0 0 0
N6 0 1.29 6588 0 9 0 0 0
N5 0 1.07 5496 0 7 0 0 0
N4 0 1.33 6803 0 15 1 0 0
N3 0 1.59 8134 0 7 0 0 0
N2 0 1.55 7921 1 8 0 0 0
N1 0 1.47 7515 6 8 0 0 0
Total number of iterations for all junctions.. 298235
Minimum number of possible iterations......... 245520
Efficiency of the simulation.................. 1.21
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 8.9174 0 16 0.0000 1.0826 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5177 0 16 0.0000 1.4823 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0217 0 20 0.0000 2.9783 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0553 0 28 0.0000 3.9447 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8145 0 15 0.0000 5.1855 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6295 0 16 0.0000 5.3705 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7351 0 21 0.0000 4.2649 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.5499 0 15 0.0000 5.4501 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0043 0 15 0.0000 5.9957 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5773 0 17 0.0000 6.4227 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2168 0 15 0.0000 0.7832 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3204 0 17 0.0000 2.6796 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0519 0 15 0.0000 2.9481 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.6939 0 26 0.0000 4.3061 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2141 0 15 0.0000 5.7859 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1184 0 15 0.0000 5.8816 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5168 0 15 0.0000 2.4832 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.6666 0 17 0.0000 4.3334 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.4860 0 15 0.0000 3.5140 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3628 0 15 0.0000 1.6372 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7107 0 15 0.0000 3.2893 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.5789 0 16 0.0000 3.4211 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.4753 0 15 0.2303 4.5247 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 3.6162 0 15 0.3062 6.3838 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8027 0 15 0.0000 5.1973 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 2.9336 0 15 0.0000 7.0664 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0348 0 15 0.0000 6.9652 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.2613 0 15 0.0000 3.7387 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.7938 0 14 0.0000 5.2062 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 2.9008 0 15 0.0000 7.0992 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.5242 0 15 0.0000 7.4758 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.6872 0 15 0.2872 7.3128 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.1649 0 15 0.1299 7.8351 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 2.9379 0 20 0.0000 7.0621 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.4679 0 16 0.0000 7.5321 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.3652 0 16 0.0000 7.6348 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.1983 0 16 0.0000 7.8017 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 1.8990 0 19 0.0000 8.1010 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.7813 0 12 0.0000 6.2187 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 2.8669 0 15 0.0000 7.1331 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 2.6346 0 15 0.0000 7.3654 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0042 0 15 0.0000 4.9958 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5132 0 15 0.0000 5.4868 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.5186 0 15 0.0000 6.4814 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.3025 0 15 0.0000 7.6975 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.6320 0 17 0.0000 8.3680 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.5975 0 17 0.0000 8.4025 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.4775 0 17 0.0000 8.5225 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 0.0492 0 16 0.1384 0 15 0.0059 8.9174 7.0217 .0868 .1083
5047 2.8812 1.4600 200.0000 0.1322 0 20 0.4328 0 20 0.0459 5.7351 4.6263 .1754 .1316
5114b 3.5733 1.8108 200.0000 0.0384 0 15 0.2996 0 15 0.0107 4.8145 3.0113 .0726 .0563
4342 10.3858 1.3631 200.0000 0.0530 0 15 0.1415 0 0 0.0051 9.2168 7.3204 .0839 .1021
3736 14.9983 3.6090 400.0000 0.0678 0 15 0.7263 0 13 0.0045 7.0519 5.6666 .1297 .3664
3534 5.8173 1.4765 400.0000 0.0231 0 15 0.1617 0 12 0.0040 4.2141 4.1184 .0353 .0459
3422 6.0122 1.5213 400.0000 0.0190 0 15 0.1576 0 15 0.0032 4.1184 3.4049 .0459 .0122
3130 13.5508 2.2744 300.0000 0.0942 0 15 0.3150 0 15 0.0070 7.5168 5.7130 .0560 .0434
3024 0.4621 2.9058 450.0000 0.4356 0 19 2.8172 0 20 0.9426 5.6666 3.6162 3.259 1.680
3036 6.7857 1.4251 400.0000 -0.0791 0 17 -0.1507 0 26 -0.0117 5.6843 5.6939 .1607 .4348
2827 15.5945 3.7524 400.0000 0.1154 0 15 0.8799 0 15 0.0074 8.3628 6.7625 .1571 .1564
2726 18.5574 3.1124 300.0000 0.0731 0 15 0.1180 0 13 0.0039 6.7107 6.5789 .0358 .2630
2629 2.4524 0.5150 400.0000 0.0328 0 16 0.1441 0 16 0.0134 6.5789 6.4860 .1972 .2151
2930 11.6053 2.4373 400.0000 0.1949 0 15 0.7727 0 15 0.0168 6.4860 5.7054 .2151 .2136
2725 0.2218 2.0080 375.0000 0.2592 0 12 2.3472 0 12 1.1687 6.7107 5.4753 3.628 1.614
2524 0.2779 2.5163 375.0000 0.2552 0 12 2.4519 0 11 0.9184 5.4753 3.6162 1.614 2.016
2422 0.8401 2.9711 600.0000 0.6534 0 17 2.3037 0 17 0.7778 3.6161 2.9336 1.710 1.789
L575 4.4056 1.1111 300.0000 0.1742 0 15 0.4185 0 15 0.0395 4.8027 3.4756 .3424 .2521
2117 10.3655 2.0976 500.0000 0.1039 0 15 0.3644 0 15 0.0100 3.0348 2.9721 .0695 .0443
1714B 8.1188 0.9553 500.0000 -0.0692 0 20 -0.1945 0 20 -0.0085 2.9108 2.9379 .1216 .2758
1716 3.1532 3.6415 1050.000 1.6048 0 15 2.1674 0 13 0.5090 2.5242 2.6872 .7374 1.273
1615 0.7725 1.7486 750.0000 1.0342 0 15 2.3325 0 15 1.3387 2.6872 2.1649 1.796 1.273
1614A 0.7872 1.7819 750.0000 0.5712 0 15 1.2640 0 15 0.7256 2.6872 2.4679 1.383 1.157
4514B 28.0567 3.5017 450.0000 0.1898 0 17 0.9287 0 17 0.0068 3.5773 2.9379 .1717 .1953
4515 0.1942 2.7467 300.0000 0.1800 0 39 2.5208 0 39 0.9270 3.5773 2.1649 3.590 3.183
1502 0.6052 1.1322 825.0000 1.2009 0 16 2.5212 0 16 1.9842 2.1649 1.5975 1.157 .6636
14A13 16.6072 0.8411 1700.000 -0.6824 0 15 -0.3655 0 15 -0.0411 2.4679 2.3652 .3576 .4501
1312 15.7543 0.6101 1400.000 0.6769 0 16 0.3440 0 14 0.0430 2.3652 2.1983 .3609 .3702
1211 22.0747 0.6694 1700.000 0.6688 0 16 0.2642 0 16 0.0303 2.1983 1.8990 .3049 .3288
1103 34.9730 0.7240 2000.000 0.7255 0 19 0.3472 0 20 0.0207 1.8990 1.6320 .2795 .2660
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.8669 2.1983 .0000 .0000
0908 0.1628 1.4741 375.0000 0.1013 0 16 0.9992 0 17 0.6220 2.8668 2.6346 .9782 1.692
0811 6.0914 1.5476 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.8990 1.8990 .0000 .0000
0804 0.2208 1.3886 450.0000 0.1846 0 15 1.1582 0 15 0.8360 2.6345 2.3025 1.410 1.338
0201 142.3584 2.9703 2000.000 2.5868 0 17 1.3507 0 17 0.0182 1.5975 1.4775 .2737 .2737
5248 8.1651 1.4277 200.0000 0.0719 0 20 0.2185 0 20 0.0088 7.0217 4.8166 .1083 .0830
4845 2.5500 1.2922 200.0000 0.1066 0 16 0.3108 0 11 0.0418 4.6295 3.5773 .1476 .3864
4250 11.5986 1.2184 200.0000 0.1064 0 17 0.1294 0 15 0.0092 7.3204 5.7351 .1021 .1754
5338 8.7547 1.3127 200.0000 0.0550 0 16 0.1413 0 0 0.0063 8.5177 6.0553 .0884 .2765
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0553 4.8145 .0000 .0000
4746o 17.3588 1.9947 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.5499 4.0043 .0000 .0000
4746u 0.1498 2.1194 300.0000 0.0961 0 15 1.3853 0 8 0.6418 4.5499 4.0043 3.166 3.347
4645o 15.8729 2.3953 400.0000 0.0002 0 15 0.0027 0 15 0.0000 4.0043 3.5773 .0107 .1932
4645u 0.1105 1.5637 300.0000 0.0945 0 15 1.3167 0 15 0.8552 4.0043 3.5773 3.347 3.590
3836o 9.9729 2.0945 400.0000 0.0527 0 28 0.1071 0 29 0.0053 6.0553 5.6939 .1382 .4348
3635o 35.6736 2.3986 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2141 4.2141 .0000 .0000
2217o 14.0423 1.9555 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.5242 2.5242 .0000 .0000
2217u 0.6241 1.4127 750.0000 0.8905 0 14 2.1785 0 13 1.4268 2.9335 2.5242 1.431 1.032
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.7938 4.7938 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.2396 0 15 2.4003 0 16 0.3759 6.2613 4.7938 .5806 .6529
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.9008 2.9008 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.4741 0 15 2.3395 0 15 0.5023 4.7938 2.9008 .4897 1.668
1817o 9.1593 0.8118 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.5242 2.5242 .0000 .0000
1817u 0.5070 1.7932 600.0000 0.5890 0 15 2.0769 0 15 1.1618 2.9008 2.5242 1.668 1.290
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.8669 2.8669 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1042 0 14 1.6091 0 11 0.4313 3.7813 2.8669 .4835 .9783
0706o 7.2322 2.6311 300.0000 0.0035 0 15 0.0808 0 15 0.0005 5.0042 4.5132 .0138 .0440
0706u 0.1248 1.7661 300.0000 0.0871 0 14 1.2143 0 14 0.6978 5.0042 4.5132 3.347 3.377
0604o 9.6606 3.5628 300.0000 0.0310 0 15 0.4466 0 15 0.0032 4.5132 2.8128 .0440 .0426
0604u 0.3116 2.8210 375.0000 0.3086 0 16 2.7749 0 16 0.9906 4.5132 2.3025 2.701 1.606
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.3025 2.3025 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.0986 0 15 1.5905 0 15 0.6396 3.5186 2.3025 .7286 2.008
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6320 1.6320 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.8097 0 15 2.2860 0 13 0.4199 2.3025 1.6320 .8033 .7094
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.5975 1.5975 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.4457 0 17 0.5516 0 17 0.1369 1.6320 1.5975 .8867 .9125
14a14bo 75.9084 3.3944 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4679 2.4679 .0000 .0000
14a14bu 0.1368 1.9347 300.0000 0.1432 0 29 2.0017 0 29 1.0468 2.9379 2.4679 3.792 2.893
FREE # 1 Undefnd Undefnd Undefn 2.5909 0 17
*==================================================*
| 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 0.0105 0.3643 0.0026
5047 3.7778 0.0000 0.0000 356.2222 0.0312 0.3082 0.0133
5114b 4.7917 0.0000 0.0000 355.2083 0.0130 0.1280 0.0039
4342 0.1667 359.8333 0.0000 0.0000 0.0096 0.3819 0.0026
3736 0.1667 7.5000 0.0000 352.3333 0.0485 0.3495 0.0362
3534 4.2917 355.7083 0.0000 0.0000 0.0159 0.1561 0.0024
3422 4.2917 0.0000 0.0000 355.7083 0.0123 0.1206 0.0018
3130 0.1667 0.0000 0.0000 359.8333 0.0151 0.2991 0.0047
3024 0.1667 8.6974 0.0000 351.1359 0.1294 0.1637 2.7635
3036 9.0000 0.0000 351.0000 0.0000 0.0643 0.5839 0.0179
2827 0.1667 0.0000 0.0000 359.8333 0.0309 0.1312 0.0551
2726 355.1111 4.8889 0.0000 0.0000 0.0391 0.7795 0.0040
2629 0.2500 359.7500 0.0000 0.0000 0.0402 0.2291 0.0118
2930 0.2500 0.0000 0.0000 359.7500 0.0422 0.2524 0.0662
2725 0.1667 359.8333 0.0000 0.0000 0.1074 0.1139 2.0712
2524 0.1667 9.5139 0.0000 350.3194 0.1119 0.1148 1.4415
2422 0.1667 359.8333 0.0000 0.0000 0.1679 0.2906 2.3526
L575 0.1667 0.0000 0.0000 359.8333 0.0453 0.4163 0.0373
2117 2.7500 0.0000 0.0000 357.2500 0.0289 0.2852 0.0104
1714B 344.4722 0.0000 15.5278 0.0000 0.0508 0.3559 0.0193
1716 0.1667 356.7083 0.0000 3.1250 0.2915 0.7666 2.2099
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4522 2.6844
1614A 4.7083 39.4583 315.8333 0.0000 0.2281 0.4609 1.2031
4514B 331.4167 8.3333 0.0000 20.2500 0.0397 0.2236 0.0714
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.3077
1502 0.1667 359.8333 0.0000 0.0000 0.2345 0.4775 1.8871
14A13 122.8750 237.1250 0.0000 0.0000 0.3004 1.8697 0.2506
1312 123.0000 237.0000 0.0000 0.0000 0.2443 1.9759 0.1753
1211 6.7500 353.2500 0.0000 0.0000 0.2101 2.7010 0.1367
1103 0.1667 359.8333 0.0000 0.0000 0.3325 2.1253 0.1844
0912 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1102 0.4276
0811 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0804 0.1667 359.8333 0.0000 0.0000 0.1327 0.1661 0.7154
0201 0.1667 359.8333 0.0000 0.0000 0.3452 1.9183 0.7383
5248 0.1667 0.0000 0.0000 359.8333 0.0111 0.3303 0.0041
4845 4.3750 28.3750 0.0000 327.2500 0.0504 0.5008 0.0114
4250 0.2500 356.2222 0.0000 3.5278 0.0176 0.8797 0.0033
5338 0.1667 356.1389 0.0000 3.6944 0.0246 0.8478 0.0024
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0729 1.3085
4645o 358.3611 1.6389 0.0000 0.0000 0.0179 0.0919 0.0001
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.3688
3836o 3.8889 356.1111 0.0000 0.0000 0.0563 0.4945 0.0122
3635o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2217o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2217u 0.1667 359.8333 0.0000 0.0000 0.2169 0.4456 1.8353
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1256 0.1014 0.6511
1918o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 359.8333 0.0000 0.0000 0.1537 0.2042 1.4895
1817o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1817u 0.1667 359.8333 0.0000 0.0000 0.1823 0.2919 1.8316
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.1003 0.0756 0.3574
0706o 357.8889 2.1111 0.0000 0.0000 0.0077 0.0432 0.0007
0706u 0.1667 359.8333 0.0000 0.0000 0.0885 0.0728 1.2240
0604o 356.4306 0.0000 0.0000 3.5694 0.0122 0.0693 0.0058
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.2132
0504o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0504u 0.1667 359.8333 0.0000 0.0000 0.0831 0.0624 0.6487
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2251 0.3552 1.2757
0302o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0302u 0.3333 359.6667 0.0000 0.0000 0.3107 0.8085 0.2976
14a14bo 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14a14bu 4.7917 355.2083 0.0000 0.0000 0.0839 0.0727 1.7653
*===========================================*
| 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 0.0030 63.8720 0.0001 0.9988 0.1521 0.0028 0.0726 2.9637
5047 0.0116 249.5879 0.0005 0.9812 1.0984 0.0070 0.0691 0.0350
5114b 0.0020 42.4594 0.0001 0.9761 1.0582 0.0021 0.0204 0.0350
4342 0.0029 62.2867 0.0002 0.9988 0.1814 0.0023 0.0646 2.9637
3736 0.0030 64.4568 0.0002 0.9988 1.1516 0.0056 0.0201 1.3172
3534 0.0009 20.0834 0.0001 0.9785 0.1678 0.0022 0.0219 0.0350
3422 0.0009 20.1685 0.0000 0.9785 0.4899 0.0018 0.0180 0.0450
3130 0.0046 98.8020 0.0002 0.9988 1.0432 0.0023 0.0461 2.3051
3024 0.0320 691.0845 0.0016 0.9988 1.5834 0.0424 0.0300 0.8562
3036 -0.0105 -227.0280 0.0005 0.9593 0.0000 0.0356 0.2621 0.0201
2827 0.0052 112.0631 0.0004 0.9988 1.3165 0.0058 0.0165 1.3172
2726 0.0005 11.8708 0.0002 0.0346 0.0094 0.0230 0.0259 0.0200
2629 0.0018 37.8972 0.0001 0.9988 0.1480 0.0115 0.0354 2.3051
2930 0.0105 226.8471 0.0008 0.9988 0.7895 0.0104 0.0374 1.3172
2725 0.0138 298.5975 0.0009 0.9988 1.2565 0.0270 0.0182 0.8562
2524 0.0137 296.2817 0.0009 0.9982 1.8495 0.0250 0.0151 0.6110
2422 0.0459 990.9421 0.0023 0.9988 0.9282 0.0557 0.0556 0.8562
L575 0.0082 177.4801 0.0005 0.9988 0.6081 0.0090 0.0542 2.9637
2117 0.0045 97.1744 0.0004 0.9877 0.9632 0.0039 0.0388 0.0200
1714B -0.0017 -37.1412 0.0002 0.1132 0.0000 0.0046 0.0285 0.0205
1716 0.0986 2128.8569 0.0050 0.9988 1.1000 0.0764 0.1259 Section 4
0.8562
1615 0.0841 1816.5107 0.0039 0.9988 0.5386 0.0790 0.1159 0.8562
1614A 0.0146 315.6206 0.0020 0.9767 0.0342 0.0568 0.0829 0.0130
4514B 0.0079 169.6014 0.0005 0.1848 0.1812 0.0054 0.0252 0.0206
4515 0.0225 485.6781 0.0009 0.9988 0.5869 0.0381 0.0240 0.8562
1502 0.1067 2304.7799 0.0053 0.9988 0.7494 0.0830 0.1104 0.8562
14A13 -0.0228 -491.9052 0.0019 0.6981 0.0013 0.0600 0.2270 0.1238
1312 0.0229 495.0885 0.0020 0.6979 0.0327 0.0326 0.2143 0.1236
1211 0.0234 506.0932 0.0017 0.9699 0.0253 0.0358 0.2935 0.1240
1103 0.0345 744.6406 0.0017 0.9988 0.1674 0.0655 0.3267 8.2326
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0079 0.0802 0.0450
0908 0.0047 101.0427 0.0003 0.9988 0.6829 0.0225 0.0123 0.9221
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0804 0.0091 195.8343 0.0006 0.9988 0.5332 0.0306 0.0226 0.8562
0201 0.1861 4018.9631 0.0099 0.9988 0.5508 0.0837 0.3650 2.6344
5248 0.0061 131.4722 0.0002 0.9988 0.6647 0.0030 0.0695 2.9637
4845 0.0091 197.5686 0.0005 0.9781 0.9348 0.0094 0.0934 0.0350
4250 0.0070 151.5980 0.0005 0.9988 0.2444 0.0040 0.1658 2.9637
5338 0.0034 73.9685 0.0001 0.9988 0.0547 0.0084 0.2649 2.9637
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0006 0.0076 0.0450
4746o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0286
4746u 0.0165 356.2015 0.0004 0.9988 1.2565 0.0238 0.0158 0.8562
4645o 0.0000 0.0126 0.0000 0.0115 0.0001 0.0024 0.0108 0.0209
4645u 0.0165 356.6691 0.0005 0.9988 0.6806 0.0261 0.0176 0.9221
3836o 0.0073 158.4253 0.0002 0.9806 0.0498 0.0346 0.2574 0.0201
3635o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0350
2217o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0277
2217u 0.0580 1252.2867 0.0032 0.9988 0.7613 0.0673 0.0784 0.8562
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0201
2019u 0.0142 306.0855 0.0008 0.9988 1.7808 0.0289 0.0150 0.8562
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0261
1918u 0.0254 549.5631 0.0017 0.9988 1.1306 0.0411 0.0341 0.8562
1817o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0266
1817u 0.0325 702.6771 0.0020 0.9988 0.7001 0.0513 0.0498 0.8562
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
1009u 0.0047 100.5114 0.0003 0.9988 1.1632 0.0184 0.0080 0.9221
0706o 0.0000 0.2282 0.0000 0.0147 0.0042 0.0001 0.0008 0.0206
0706u 0.0042 90.7517 0.0003 0.9988 0.6810 0.0204 0.0096 0.8562
0604o 0.0002 4.1423 0.0001 0.0250 0.0328 0.0002 0.0013 0.0204
0604u 0.0175 376.9776 0.0009 0.9988 1.4294 0.0284 0.0178 0.8562
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
0504u 0.0045 96.8297 0.0003 0.9988 0.6428 0.0205 0.0100 0.8562
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0403u 0.0401 866.7609 0.0026 0.9988 2.9867 0.0479 0.0507 0.8562
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0219
0302u 0.0748 1615.9824 0.0018 0.9986 0.1340 0.0800 0.1752 0.4610
14a14bo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0350
14a14bu 0.0081 175.6151 0.0005 0.9761 0.1713 0.0292 0.0177 0.0130
FREE # 1 0.1861 4020.1161
*===============================================================*
| 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 0.0492 0.0000 1.1179 0.0134 0.0171 8.9174 7.0207 Max Flow
5047 0.1319 0.0000 1.1046 0.0263 0.0311 5.7351 4.6263 Max Flow
5114b 0.0384 0.0000 1.7939 0.0113 0.0126 4.8145 3.0113 Max Flow
4342 0.0530 0.0000 1.0695 0.0133 0.0166 9.2168 7.3201 Max Flow
3736 0.0678 0.0000 0.1425 0.0606 0.0515 7.0519 5.6282 Max Flow
3534 0.0231 0.0000 0.0671 0.0059 0.0130 4.2141 4.1181 Max Flow
3422 0.0190 0.0000 0.7119 0.0049 0.0104 4.1184 3.4049 Max Flow
3130 0.0942 0.0000 1.7945 0.0130 0.0146 7.5168 5.7130 Max Flow
3024 0.4355 1.2154 1.0948 0.4260 0.3477 5.6216 3.2769 Max Flow
3036 -0.0002 0.0000 0.0000 0.0014 0.0027 5.6214 5.6214 Max Flow
2827 0.1154 0.0000 1.6001 0.0750 0.0625 8.3628 6.7625 Max Flow
2726 0.0731 0.0000 0.0035 0.0108 0.0100 6.7107 6.5676 Max Flow
2629 0.0328 0.0000 0.0831 0.0445 0.0788 6.5788 6.4848 Max Flow
2930 0.1949 0.0000 0.7787 0.0919 0.0854 6.4860 5.7054 Max Flow
2725 0.2585 0.8454 0.6144 0.3500 0.3750 6.7017 5.2356 Max Flow
2524 0.2531 0.4713 1.5205 0.3485 0.2811 5.2688 3.1951 Max Flow
2422 0.6533 0.2822 0.4387 0.5201 0.3979 3.4863 2.7673 Max Flow
L575 0.1741 0.0000 1.3195 0.0756 0.0913 4.8027 3.4756 Max Flow
2117 0.1038 0.0000 0.0598 0.0221 0.0296 3.0348 2.9721 Max Flow
1714B 0.0000 0.0000 0.0000 0.0000 0.0000 2.8470 2.8470 Max Flow
1716 1.6047 -0.2099 0.1150 0.7216 0.5305 2.5240 2.6870 Max Flow
1615 1.0341 0.2892 0.2313 0.6249 0.7500 2.6870 2.1648 Max Flow
1614A 0.5712 0.2001 0.0252 0.4668 0.4740 2.6871 2.4660 Max Flow
4514B 0.1894 0.0000 0.6420 0.0911 0.0766 3.5770 2.9274 Max Flow
4515 0.1800 0.7114 1.0864 1.0093 0.2283 3.5095 1.7072 Max Flow
1502 1.2009 -0.1014 0.7234 0.6610 0.8250 2.1617 1.5942 Max Flow
14A13 0.0058 0.0000 0.0025 0.0290 0.0817 1.9474 1.9447 Max Flow
1312 0.6769 0.0000 0.1683 0.3150 0.5050 2.3652 2.1975 Max Flow
1211 0.6688 0.0000 0.3277 0.3065 0.5169 2.1983 1.8643 Max Flow
1103 0.7255 0.0000 0.2829 0.2292 0.5592 1.8990 1.6122 Max Flow
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0908 0.1011 0.1027 0.1780 0.2336 0.2140 2.8399 2.5666 Max Flow
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0804 0.1845 0.1201 0.2085 0.3023 0.3147 2.6276 2.3011 Max Flow
0201 2.5857 0.0000 0.1203 0.4593 0.5469 1.5975 1.4769 Max Flow
5248 0.0704 0.0000 2.2037 0.0165 0.0189 7.0217 4.8165 Max Flow
4845 0.1066 0.0000 0.1795 0.0228 0.0294 4.6295 3.5771 Max Flow
4250 0.1064 0.0000 0.4124 0.0166 0.0199 7.3204 5.7332 Max Flow
5338 0.0550 0.0000 0.1863 0.0141 0.0174 8.5177 6.0416 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746u 0.0961 0.3054 0.2402 0.2408 0.1748 4.5488 4.0029 Max Flow
4645o 0.0002 0.0000 0.0000 0.0015 0.0018 4.0043 3.5749 Max Flow
4645u 0.0945 0.0752 0.3545 0.2389 0.2136 4.0043 3.5749 Max Flow
3836o 0.0527 0.0000 0.0085 0.0538 0.0548 6.0553 5.6934 Max Flow
3635o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2217o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2217u 0.8902 0.2066 0.2089 0.5837 0.7500 2.8385 2.4355 Max Flow
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2019u 0.2393 1.0956 0.4533 0.3443 0.1909 6.2602 4.7891 Max Flow
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1918u 0.4738 0.7961 1.2887 0.4510 0.3007 4.7922 2.8469 Max Flow
1817o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1817u 0.5890 0.1830 0.2012 0.4988 0.6000 2.8911 2.5061 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.1041 0.6567 0.4397 0.2372 0.1720 3.7708 2.8225 Max Flow
0706o 0.0034 0.0000 0.0512 0.0019 0.0020 5.0041 4.5130 Max Flow
0706u 0.0871 0.2556 0.2363 0.2299 0.1847 5.0018 4.5099 Max Flow
0604o 0.0309 0.0000 1.6909 0.0149 0.0128 4.5132 2.8128 Max Flow
0604u 0.3086 0.5242 1.7409 1.0038 0.3044 4.5038 2.2345 Max Flow
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0504u 0.0985 0.5438 0.7385 0.2433 0.1743 3.5167 2.3011 Max Flow
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0403u 0.8088 0.5014 0.1288 0.5573 0.3388 2.3024 1.6143 Max Flow
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0302u 0.4457 0.0344 0.0007 0.2079 0.1267 1.6317 1.5972 Max Flow
14a14bo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
14a14bu 0.1432 0.4584 0.2141 0.2781 0.2613 2.8690 2.1923 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 265.1667 91.1667 3.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 119.8333 235.5000 4.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.5000 359.3333 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 355.5000 4.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 15.5000 340.3333 4.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 91.6667 268.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 351.0000 9.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 1.1667 311.0000 47.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 352.8333 0.0000 2.8333 0.0000 3.1667 0.0000 None
2524 0.0000 0.8333 359.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 349.0000 0.0000 0.0000 0.0000 9.8333 0.0000 None
L575 319.0000 40.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 95.1667 262.1667 2.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 15.5000 344.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 322.6667 16.8333 0.0000 0.0000 19.3333 0.0000 None
1615 0.3333 272.0000 0.8333 14.1667 16.8333 0.0000 55.8333 0.0000 None
1614A 0.0000 322.8333 0.0000 30.1667 3.0000 4.0000 0.0000 0.0000 None
4514B 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.8333 0.3333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 264.1667 95.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 237.1667 122.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 4.0000 233.0000 123.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 353.1667 6.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 11.1667 348.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 355.1667 0.0000 0.0000 0.0000 3.6667 0.0000 None
0811 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 305.6667 36.3333 0.0000 6.1667 0.0000 11.8333 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 281.8333 77.8333 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 241.6667 114.0000 4.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 1.5000 358.1667 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 1.3333 358.5000 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 331.0000 4.6667 0.0000 11.8333 11.3333 0.0000 None
4645o 0.0000 1.6667 358.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 327.1667 1.3333 0.0000 29.0000 1.3333 0.0000 None
3836o 0.0000 356.1667 3.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 281.8333 77.0000 0.1667 0.0000 1.0000 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019u 0.0000 1.0000 359.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 3.0000 316.5000 0.0000 4.0000 0.0000 36.5000 0.0000 None
1009o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.6667 0.5000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 2.1667 357.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 353.8333 0.1667 0.0000 4.1667 0.6667 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 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 230.6667 125.1667 0.0000 0.0000 3.0000 0.0000 None
14a14bo 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
14a14bu 0.0000 0.0000 325.8333 6.0000 0.0000 24.0000 4.1667 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
5453 351.1667 354.5000 3.3333 0.0000
5047 0.0000 0.0000 0.0000 0.0000
5114b 0.0000 0.0000 321.3214 0.0000
4342 351.7917 354.7083 2.9167 0.0000
3736 7.5833 8.7917 193.4458 0.0000
3534 347.6667 347.6667 0.0417 0.0000
3422 0.0000 0.0000 316.7917 0.0000
3130 0.0000 1.1667 180.6667 0.0000
3024 0.0000 0.0000 349.7708 0.0000
3036 0.0000 0.0000 0.0000 0.0000
2827 0.1944 1.4028 31.4167 0.0000
2726 348.0000 348.0000 0.0000 0.0000
2629 31.7500 31.7500 0.0000 0.0000
2930 0.2083 0.3750 0.0000 0.0000
2725 0.0000 0.0000 347.6250 0.0000
2524 2.2222 2.8611 352.7500 0.0000
2422 334.5972 349.1528 71.7778 0.0000
L575 0.0000 0.0000 0.0000 0.0000
2117 0.0000 0.0000 321.8750 0.0000
1714B 0.0000 0.0000 0.0000 0.0000
1716 280.5694 290.0833 299.7917 0.0000
1615 250.2361 324.3611 0.1667 0.0000
1614A 0.0417 12.1250 0.0000 0.0000
4514B 8.1528 8.1806 12.4167 0.0000
4515 315.2500 318.9444 22.3333 0.0000
1502 1.7917 2.1944 44.0000 0.0000
14A13 324.1250 326.9583 0.0000 0.0000
1312 340.1764 345.2778 0.0000 0.0000
1211 347.3611 347.4028 0.0000 0.0000
1103 57.2361 64.1944 0.0000 0.0000
0912 0.0000 0.0000 0.0000 0.0000
0908 351.6528 354.9167 0.0000 0.0000
0811 0.0000 0.0000 0.0000 0.0000
0804 337.2778 352.9028 0.0000 0.0000
0201 3.7917 3.8194 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 26.6250 26.6250 0.0000 0.0000
4250 68.2222 68.2222 0.0000 0.0000
5338 356.1111 359.8056 3.6944 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 0.0000 0.0000 0.0000 0.0000
4746u 0.7083 318.2917 328.3333 0.0000
4645o 344.8889 344.8889 0.0000 0.0000
4645u 326.6667 326.6667 8.9167 0.0000
3836o 356.1111 356.1111 0.0000 0.0000
3635o 0.0000 0.0000 0.0000 0.0000
2217o 0.0000 0.0000 0.0000 0.0000
2217u 0.0000 0.0000 0.0000 0.0000
2019o 0.0000 0.0000 0.0000 0.0000
2019u 326.4167 358.3333 358.6250 0.0000
1918o 0.0000 0.0000 0.0000 0.0000
1918u 355.9167 356.0833 357.2917 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 305.6667 330.6250 1.3472 0.0000
1009o 0.0000 0.0000 0.0000 0.0000
1009u 332.3889 355.4167 312.4167 0.0000
0706o 346.2500 346.2500 0.0000 0.0000
0706u 334.3611 352.4722 5.3611 0.0000
0604o 0.0278 0.0278 346.5972 0.0000
0604u 348.6250 350.7500 351.4444 0.0000
0504o 0.0000 0.0000 0.0000 0.0000
0504u 351.4028 351.4861 6.0833 0.0000
0403o 0.0000 0.0000 0.0000 0.0000
0403u 53.7917 76.4722 344.7500 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 219.8750 358.5833 0.0000 0.0000
14a14bo 0.0000 0.0000 0.0000 0.0000
14a14bu 321.2917 327.5833 0.1667 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
5453 0.1194 0.1603 0.1194 0.0134 0.0225 0.0134 0.1120 0.1403 0.1120 7.3908 9.2599 7.3908 0.0190
5047 0.1255 0.4291 0.1255 0.0000 0.1321 0.0000 0.0002 0.3079 0.0002 0.0077 14.4718 0.0077 0.0314
5114b 0.0876 0.2997 0.0876 0.0000 0.0384 0.0000 0.0000 0.1280 0.0000 0.0014 6.3988 0.0014 0.0131
4342 0.1229 0.1682 0.1229 0.0153 0.0224 0.0153 0.1243 0.1334 0.1243 6.8341 7.3364 6.8341 0.0183
3736 0.0000 0.1952 0.0000 0.0000 0.0678 0.0000 0.0000 0.3475 0.0000 0.0000 17.3754 0.0000 0.1023
3534 0.0231 0.1477 0.0231 0.0000 0.0231 0.0000 0.0000 0.1561 0.0000 0.0002 1.5610 0.0002 0.0159
3422 0.0335 0.1576 0.0335 0.0000 0.0190 0.0000 0.0000 0.1205 0.0000 0.0006 4.8215 0.0006 0.0123
3130 0.0670 0.3150 0.0670 0.0000 0.0942 0.0000 0.0000 0.2990 0.0000 0.0013 16.4464 0.0013 0.0151
3036 0.0000 0.1355 0.0000 0.0000 0.0791 0.0000 0.0000 0.5837 0.0000 0.0000 10.5068 0.0000 0.1314
2827 0.0000 0.8839 0.0000 0.0000 0.1154 0.0000 0.0000 0.1306 0.0000 0.0000 6.5300 0.0000 0.0627
2726 0.0230 0.0939 0.0230 0.0000 0.0731 0.0000 0.0002 0.7791 0.0002 0.0019 7.7910 0.0019 0.0393
2629 0.0000 0.1439 0.0000 0.0000 0.0328 0.0000 0.0000 0.2282 0.0000 0.0000 10.2685 0.0000 0.0819
2930 0.0000 0.7786 0.0000 0.0000 0.1949 0.0000 0.0000 0.2504 0.0000 0.0000 12.0185 0.0000 0.0858
L575 0.0000 0.4201 0.0000 0.0000 0.1742 0.0000 0.0000 0.4146 0.0000 0.0000 24.8752 0.0000 0.0915
2117 0.0689 0.3644 0.0689 0.0000 0.1039 0.0000 0.0001 0.2850 0.0001 0.0007 2.8504 0.0007 0.0291
1714B 0.0000 0.1951 0.0000 0.0000 0.0692 0.0000 0.0000 0.3547 0.0000 0.0000 9.9303 0.0000 0.1021
4514B 0.0000 0.8592 0.0000 0.0000 0.1898 0.0000 0.0000 0.2209 0.0000 0.0000 5.3015 0.0000 0.0805
14A13 0.0000 0.3655 0.0000 0.0000 0.6824 0.0000 0.0000 1.8674 0.0000 0.0000 18.6735 0.0000 0.7393
1312 0.0000 0.3429 0.0000 0.0000 0.6769 0.0000 0.0000 1.9739 0.0000 0.0000 27.6351 0.0000 0.5109
1211 0.0000 0.2483 0.0000 0.0000 0.6688 0.0000 0.0000 2.6939 0.0000 0.0000 99.6730 0.0000 0.5320
1103 0.0000 0.3422 0.0000 0.0000 0.7255 0.0000 0.0000 2.1204 0.0000 0.0000 74.2153 0.0000 0.5407
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0201 0.0000 1.3503 0.0000 0.0000 2.5868 0.0000 0.0000 1.9157 0.0000 0.0000 19.1570 0.0000 0.5475
5248 0.1904 0.2532 0.1904 0.0177 0.0365 0.0177 0.0931 0.1440 0.0931 5.4003 8.3543 5.4003 0.0194
4845 0.0623 0.2131 0.0623 0.0000 0.1065 0.0000 0.0004 0.4999 0.0004 0.0260 29.9947 0.0260 0.0510
4250 0.1155 0.1377 0.1155 0.0383 0.0298 0.0383 0.3315 0.2166 0.3315 19.2291 12.5621 19.2291 0.0267
5338 0.0620 0.0708 0.0620 0.0176 0.0198 0.0176 0.2843 0.2792 0.2843 22.1753 21.7800 22.1753 0.0329
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4645o 0.0000 0.0026 0.0000 0.0000 0.0002 0.0000 0.0000 0.0904 0.0000 0.0000 2.9830 0.0000 0.0515
3836o 0.0000 0.1067 0.0000 0.0000 0.0527 0.0000 0.0000 0.4934 0.0000 0.0000 19.7377 0.0000 0.1204
3635o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2217o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1817o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0706o 0.0302 0.0839 0.0302 0.0000 0.0034 0.0000 0.0008 0.0409 0.0008 0.0240 1.2259 0.0240 0.0082
0604o 0.1676 0.4657 0.1676 0.0003 0.0303 0.0003 0.0020 0.0650 0.0020 0.1157 3.7063 0.1157 0.0130
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14a14bo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
*========================================================*
| Table E14a - Natural Channel Encroachment Information |
*========================================================*
<------- Existing Conveyance Condition -------> <----- Encroachment Conveyance Condition -----> <- % Volume --> <-- Encroachment Data -->
Conduit Left Centre Right Total Left Right Left Centre Right Total Left Right Reduction Depth
Name Bank Channel Bank Station Station Bank Channel Bank Station Station Left Right Incr. Method
---------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -----------------
5453 0.1079 0.1814 0.1079 0.3971 0.09819 34.902 0.1079 0.1814 0.1079 0.3971 0.09819 34.902 0.0000 0.0000 0.0000 None
5047 .000137 0.8760 .000137 0.8762 0.08953 9.9105 .000137 0.8760 .000137 0.8762 0.08953 9.9105 0.0000 0.0000 0.0000 None
5114b .000013 0.2028 .000013 0.2028 0.09565 9.9044 .000013 0.2028 .000013 0.2028 0.09565 9.9044 0.0000 0.0000 0.0000 None
4342 0.1135 0.1667 0.1135 0.3937 0.09833 39.902 0.1135 0.1667 0.1135 0.3937 0.09833 39.902 0.0000 0.0000 0.0000 None
3736 0.0000 2.3689 0.0000 2.3689 3.5269 11.473 0.0000 2.3689 0.0000 2.3689 3.5269 11.473 0.0000 0.0000 0.0000 None
3534 .45E-05 0.2823 .45E-05 0.2824 0.09801 9.9020 .45E-05 0.2823 .45E-05 0.2824 0.09801 9.9020 0.0000 0.0000 0.0000 None
3422 .38E-05 0.1427 .38E-05 0.1427 0.09754 9.9025 .38E-05 0.1427 .38E-05 0.1427 0.09754 9.9025 0.0000 0.0000 0.0000 None
3130 .85E-05 0.5220 .85E-05 0.5220 0.09698 19.903 .85E-05 0.5220 .85E-05 0.5220 0.09698 19.903 0.0000 0.0000 0.0000 None
3036 0.0000 4.9620 0.0000 4.9620 5.9061 14.094 0.0000 4.9620 0.0000 4.9620 5.9061 14.094 0.0000 0.0000 0.0000 None
2827 0.0000 0.6425 0.0000 0.6425 3.5552 11.445 0.0000 0.6425 0.0000 0.6425 3.5552 11.445 0.0000 0.0000 0.0000 None
2726 .000274 4.5066 .000274 4.5071 0.09016 19.910 .000274 4.5066 .000274 4.5071 0.09016 19.910 0.0000 0.0000 0.0000 None
2629 0.0000 0.7664 0.0000 0.7664 5.9415 14.058 0.0000 0.7664 0.0000 0.7664 5.9415 14.058 0.0000 0.0000 0.0000 None
2930 0.0000 1.5180 0.0000 1.5180 5.9387 14.061 0.0000 1.5180 0.0000 1.5180 5.9387 14.061 0.0000 0.0000 0.0000 None
L575 0.0000 1.1785 0.0000 1.1785 5.4699 14.530 0.0000 1.1785 0.0000 1.1785 5.4699 14.530 0.0000 0.0000 0.0000 None
2117 .000063 1.3479 .000063 1.3480 0.09515 9.9048 .000063 1.3479 .000063 1.3480 0.09515 9.9048 0.0000 0.0000 0.0000 None
1714B 0.0000 2.4147 0.0000 2.4147 10.927 19.073 0.0000 2.4147 0.0000 2.4147 10.927 19.073 0.0000 0.0000 0.0000 None
4514B 0.0000 1.2844 0.0000 1.2844 10.942 19.058 0.0000 1.2844 0.0000 1.2844 10.942 19.058 0.0000 0.0000 0.0000 None
14A13 0.0000 7.2197 0.0000 7.2197 12.060 17.364 0.0000 7.2197 0.0000 7.2197 12.060 17.364 0.0000 0.0000 0.0000 None
1312 0.0000 6.1729 0.0000 6.1729 16.630 24.606 0.0000 6.1729 0.0000 6.1729 16.630 24.606 0.0000 0.0000 0.0000 None
1211 0.0000 7.6334 0.0000 7.6334 13.267 26.820 0.0000 7.6334 0.0000 7.6334 13.267 26.820 0.0000 0.0000 0.0000 None
1103 0.0000 8.1428 0.0000 8.1428 29.717 35.966 0.0000 8.1428 0.0000 8.1428 29.717 35.966 0.0000 0.0000 0.0000 None
0912 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
0811 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
0201 0.0000 23.572 0.0000 23.572 29.681 34.972 0.0000 23.572 0.0000 23.572 29.681 34.972 0.0000 0.0000 0.0000 None
5248 0.09213 0.1895 0.09213 0.3737 0.09812 29.902 0.09213 0.1895 0.09213 0.3737 0.09812 29.902 0.0000 0.0000 0.0000 None
4845 .000498 1.9646 .000498 1.9656 0.08300 9.9170 .000498 1.9646 .000498 1.9656 0.08300 9.9170 0.0000 0.0000 0.0000 None
4250 0.4803 0.3740 0.4803 1.3346 0.09667 49.903 0.4803 0.3740 0.4803 1.3346 0.09667 49.903 0.0000 0.0000 0.0000 None
5338 0.5092 0.5711 0.5092 1.5896 0.09542 34.905 0.5092 0.5711 0.5092 1.5896 0.09542 34.905 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 0.0000 0.0000 10.000 10.000 0.0000 0.0000 0.0000 0.0000 10.000 10.000 0.0000 0.0000 0.0000 None
4746o 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 None
4645o 0.0000 0.3902 0.0000 0.3902 10.963 19.037 0.0000 0.3902 0.0000 0.3902 10.963 19.037 0.0000 0.0000 0.0000 None
3836o 0.0000 3.7584 0.0000 3.7584 5.9140 14.086 0.0000 3.7584 0.0000 3.7584 5.9140 14.086 0.0000 0.0000 0.0000 None
3635o 0.0000 0.0000 0.0000 0.0000 19.600 19.600 0.0000 0.0000 0.0000 0.0000 19.600 19.600 0.0000 0.0000 0.0000 None
2217o 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
1918o 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 None
1817o 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 None
1009o 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 None
0706o .000585 0.08289 .000585 0.08406 2.3039 7.6961 .000585 0.08289 .000585 0.08406 2.3039 7.6961 0.0000 0.0000 0.0000 None
0604o .002019 0.1798 .002019 0.1838 2.1879 7.8121 .002019 0.1798 .002019 0.1838 2.1879 7.8121 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 None
0403o 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
0302o 0.0000 0.0000 0.0000 0.0000 29.000 29.000 0.0000 0.0000 0.0000 0.0000 29.000 29.000 0.0000 0.0000 0.0000 None
14a14bo 0.0000 0.0000 0.0000 0.0000 28.000 28.000 0.0000 0.0000 0.0000 0.0000 28.000 28.000 0.0000 0.0000 0.0000 None
*==================================*
| Table E14b - Floodplain Mapping |
*==================================*
Conduit Upstream Downstream Channel Center <----- Left Offsets ------> <----- Right Offsets ------> <- Channel Widths->
Name WS Elev. WS Elev. Length Station Natural Encroach Bank Natural Encroach Bank Total Encroach.
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
5453 8.9174 7.0217 66.0000 17.5000 17.4018 17.4018 5.0000 17.4018 17.4018 5.0000 34.8036 34.8036
5047 5.7351 4.6263 47.0000 9.9000 9.8105 9.8105 9.8000 0.0105 0.0105 0.0000 9.8209 9.8209
5114b 4.8145 3.0113 50.0000 9.9000 9.8044 9.8044 9.8000 0.0044 0.0044 0.0000 9.8087 9.8087
4342 9.2168 7.3204 55.0000 20.0000 19.9017 19.9017 5.0000 19.9017 19.9017 5.0000 39.8033 39.8033
3736 7.0519 5.6666 50.0000 11.4000 7.8731 7.8731 7.9000 0.0731 0.0731 0.1000 7.9461 7.9461
3534 4.2141 4.1184 10.0000 9.9000 9.8020 9.8020 9.8000 0.0020 0.0020 0.0000 9.8040 9.8040
3422 4.1184 3.4049 40.0000 9.9000 9.8025 9.8025 9.8000 0.0025 0.0025 0.0000 9.8049 9.8049
3130 7.5168 5.7130 55.0000 19.9000 19.8030 19.8030 19.8000 0.0030 0.0030 0.0000 19.8060 19.8060
3036 5.6843 5.6939 18.0000 14.0000 8.0939 8.0939 8.1000 0.0939 0.0939 0.1000 8.1877 8.1877
2827 8.3628 6.7625 50.0000 11.4000 7.8448 7.8448 7.9000 0.0448 0.0448 0.1000 7.8896 7.8896
2726 6.7107 6.5789 10.0000 19.9000 19.8098 19.8098 19.8000 0.0098 0.0098 0.0000 19.8197 19.8197
2629 6.5789 6.4860 45.0000 14.0000 8.0585 8.0585 8.1000 0.0585 0.0585 0.1000 8.1170 8.1170
2930 6.4860 5.7054 48.0000 14.0000 8.0613 8.0613 8.1000 0.0613 0.0613 0.1000 8.1225 8.1225
L575 4.8027 3.4756 60.0000 10.0000 4.5301 4.5301 9.9000 4.5301 4.5301 9.9000 9.0603 9.0603
2117 3.0348 2.9721 10.0000 9.9000 9.8048 9.8048 9.8000 0.0048 0.0048 0.0000 9.8097 9.8097
1714B 2.9108 2.9379 28.0000 19.0000 8.0729 8.0729 8.1000 0.0729 0.0729 0.1000 8.1458 8.1458
4514B 3.5773 2.9379 24.0000 19.0000 8.0575 8.0575 8.1000 0.0575 0.0575 0.1000 8.1151 8.1151
14A13 2.3652 2.4679 10.0000 13.6000 1.5403 1.5403 1.6000 3.7643 3.7643 6.4000 5.3046 5.3046
1312 2.3652 2.1983 14.0000 19.0000 2.3695 2.3695 3.1000 5.6057 5.6057 6.6000 7.9752 7.9752
1211 2.1983 1.8990 37.0000 16.9000 3.6327 3.6327 5.5000 9.9202 9.9202 13.6000 13.5530 13.5530
1103 1.8990 1.6320 35.0000 33.1000 3.3834 3.3834 3.8000 2.8656 2.8656 3.9000 6.2489 6.2489
0912 2.8669 2.1983 55.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0811 1.8990 1.8990 55.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0201 1.5975 1.4775 10.0000 33.1000 3.4190 3.4190 3.8000 1.8718 1.8718 2.0000 5.2907 5.2907
5248 7.0217 4.8166 58.0000 15.0000 14.9019 14.9019 5.0000 14.9019 14.9019 5.0000 29.8038 29.8038
4845 4.6295 3.5773 60.0000 9.9000 9.8170 9.8170 9.8000 0.0170 0.0170 0.0000 9.8340 9.8340
4250 7.3204 5.7351 58.0000 25.0000 24.9033 24.9033 5.0000 24.9033 24.9033 5.0000 49.8067 49.8067
5338 8.5177 6.0553 78.0000 17.5000 17.4046 17.4046 5.0000 17.4046 17.4046 5.0000 34.8092 34.8092
3851 6.0553 4.8145 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.5499 4.0043 25.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
4645o 4.0043 3.5773 33.0000 19.0000 8.0368 8.0368 8.1000 0.0368 0.0368 0.1000 8.0736 8.0736
3836o 6.0553 5.6939 40.0000 14.0000 8.0860 8.0860 8.1000 0.0860 0.0860 0.1000 8.1720 8.1720
3635o 4.2141 4.2141 20.0000 19.6000 0.0000 0.0000 5.2000 0.0000 0.0000 6.5000 0.0000 0.0000
2217o 2.5242 2.5242 35.0000 11.0000 0.0000 0.0000 0.1000 0.0000 0.0000 4.0000 0.0000 0.0000
2019o 4.7938 4.7938 30.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
1918o 2.9008 2.9008 110.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
1817o 2.5242 2.5242 22.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
1009o 2.8669 2.8669 50.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0706o 5.0042 4.5132 30.0000 7.5000 5.1961 5.1961 5.0000 0.1961 0.1961 0.0000 5.3923 5.3923
0604o 4.5132 2.8128 57.0000 7.5000 5.3121 5.3121 5.0000 0.3121 0.3121 0.0000 5.6242 5.6242
0504o 2.3025 2.3025 63.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0403o 1.6320 1.6320 20.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0302o 1.5975 1.5975 10.0000 37.0000 8.0000 8.0000 8.0000 -8.0000 -8.0000 0.0000 0.0000 0.0000
14a14bo 2.4679 2.4679 10.0000 28.0000 0.0000 0.0000 8.0000 0.0000 0.0000 8.0000 0.0000 0.0000
*=========================================================*
| Table E15 - SPREADSHEET INFO LIST |
| Conduit Flow and Junction Depth Information for use in |
| spreadsheets. The maximum values in this table are the |
| true maximum values because they sample every time step.|
| The values in the review results may only be the |
| maximum of a subset of all the time steps in the run. |
| Note: These flows are only the flows in a single barrel.|
*=========================================================*
Conduit Maximum Total Maximum Maximum ## Junction Invert Maximum
Name Flow Flow Velocity Volume ## Name Elevation Elevation
(cms) (m^3) (m/s) (m^3) ## (m) (m)
--------------- ---------- ---------- ---------- ---------- ## ---------------- --------- ---------
5453 0.0492 63.8720 0.1384 0.2747 ## N54 8.9000 8.9174
5047 0.1322 249.5879 0.4328 0.3372 ## N53 8.5000 8.5177
5114b 0.0384 42.4594 0.2996 0.0395 ## N52 7.0000 7.0217
4342 0.0530 62.2867 0.1415 0.2279 ## N38 5.0000 6.0553
3736 0.0678 64.4568 0.7263 1.6151 ## N51 3.8000 4.8145
3534 0.0231 20.0834 0.1617 0.2865 ## N48 3.6000 4.6295
3422 0.0190 20.1685 0.1576 0.0299 ## N50 4.7000 5.7351
3130 0.0942 98.8020 0.3150 0.1172 ## N47 3.6000 4.5499
3024 0.4356 691.0845 2.8172 4.6105 ## N46 3.0000 4.0043
3036 -0.0791 -227.0280 -0.1507 8.8453 ## N45 2.5000 3.5773
2827 0.1154 112.0631 0.8799 0.2563 ## N43 9.2000 9.2168
2726 0.0731 11.8708 0.1180 2.8232 ## N42 7.3000 7.3204
2629 0.0328 37.8972 0.1441 8.8821 ## N37 7.0000 7.0519
2930 0.1949 226.8471 0.7727 1.3257 ## N36 4.4700 5.6939
2725 0.2592 298.5975 2.3472 3.3378 ## N35 3.2000 4.2141
2524 0.2552 296.2817 2.4519 3.3436 ## N34 4.1000 4.1184
2422 0.6534 990.9421 2.3037 11.2371 ## N31 7.5000 7.5168
L575 0.1742 177.4801 0.4185 1.3902 ## N30 4.2000 5.6666
2117 0.1039 97.1744 0.3644 1.2254 ## N29 6.4000 6.4860
1714B -0.0692 -37.1412 -0.1945 9.7658 ## N28 8.3000 8.3628
1716 1.6048 2128.8569 2.1674 25.2320 ## N27 5.3500 6.7107
1615 1.0342 1816.5107 2.3325 12.4756 ## N26 6.5000 6.5789
1614A 0.5712 315.6206 1.2640 4.6314 ## N25 4.8700 5.4753
4514B 0.1898 169.6014 0.9287 0.7327 ## N24 2.5900 3.6162
4515 0.1800 485.6781 2.5208 1.6983 ## N23 4.7000 4.8027
1502 1.2009 2304.7799 2.5212 41.8719 ## N22 1.8600 2.9336
14A13 -0.6824 -491.9052 -0.3655 16.9655 ## N21 2.0000 3.0348
1312 0.6769 495.0885 0.3440 27.7308 ## N20 6.0000 6.2613
1211 0.6688 506.0932 0.2642 100.7967 ## N19 4.5000 4.7938
1103 0.7255 744.6406 0.3472 74.0279 ## N18 1.9000 2.9008
0912 0.0000 0.0000 0.0000 4.7324 ## N17 1.7500 2.5242
0908 0.1013 101.0427 0.9992 5.5271 ## N16 1.3400 2.6872
0811 0.0000 0.0000 0.0000 0.0000 ## N15 1.2100 2.1649
0804 0.1846 195.8343 1.1582 8.2987 ## N14B 1.8000 2.9379
0201 2.5868 4018.9631 1.3507 19.1685 ## N14A 1.6000 2.4679
5248 0.0719 131.4722 0.2185 0.1381 ## N13 1.8600 2.3652
4845 0.1066 197.5686 0.3108 2.1317 ## N12 1.6800 2.1983
4250 0.1064 151.5980 0.1294 1.1274 ## N11 1.3400 1.8990
5338 0.0550 73.9685 0.1413 1.3905 ## N10 3.6000 3.7813
3851 0.0000 0.0000 0.0000 0.0218 ## N9 2.5000 2.8669
4746o 0.0000 0.0000 0.0000 0.0001 ## N8 2.0000 2.6346
4746u 0.0961 356.2015 1.3853 2.4083 ## N7 4.0000 5.0042
4645o 0.0002 0.0126 0.0027 0.3703 ## N6 3.5000 4.5132
4645u 0.0945 356.6691 1.3167 3.2828 ## N5 3.3000 3.5186
3836o 0.0527 158.4253 0.1071 6.7403 ## N4 1.7000 2.3025
3635o 0.0000 0.0000 0.0000 0.0000 ## N3 1.1000 1.6320
2217o 0.0000 0.0000 0.0000 0.0000 ## N2 1.0500 1.5975
2217u 0.8905 1252.2867 2.1785 15.6278 ## N1 0.9300 1.4775
2019o 0.0000 0.0000 0.0000 0.0000 ##
2019u 0.2396 306.0855 2.4003 0.5950 ##
1918o 0.0000 0.0000 0.0000 0.0000 ##
1918u 0.4741 549.5631 2.3395 9.9577 ##
1817o 0.0000 0.0000 0.0000 0.0000 ##
1817u 0.5890 702.6771 2.0769 6.4665 ##
1009o 0.0000 0.0000 0.0000 0.0000 ##
1009u 0.1042 100.5114 1.6091 1.2686 ##
0706o 0.0035 0.2282 0.0808 0.0339 ##
0706u 0.0871 90.7517 1.2143 2.1528 ##
0604o 0.0310 4.1423 0.4466 0.0297 ##
0604u 0.3086 376.9776 2.7749 2.1187 ##
0504o 0.0000 0.0000 0.0000 0.0000 ##
0504u 0.0986 96.8297 1.5905 1.5904 ##
0403o 0.0000 0.0000 0.0000 0.0000 ##
0403u 0.8097 866.7609 2.2860 6.1213 ##
0302o 0.0000 0.0000 0.0000 0.0000 ##
0302u 0.4457 1615.9824 0.5516 24.2884 ##
14a14bo 0.0000 0.0000 0.0000 0.0000 ##
14a14bu 0.1432 175.6151 2.0017 0.7154 ##
FREE # 1 2.5909 4020.1161 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 0.0492 63.8720
N50 N47 0.1322 249.5879
N51 N14B 0.0384 42.4594
N43 N42 0.0530 62.2867
N37 N30 0.0678 64.4568
N35 N34 0.0231 20.0834
N34 N22 0.0190 20.1685
N31 N30 0.0942 98.8020
N30 N24 0.4356 691.0845
N30 N36 -0.0791 -227.0280
N28 N27 0.1154 112.0631
N27 N26 0.0731 11.8708
N26 N29 0.0328 37.8972
N29 N30 0.1949 226.8471
N27 N25 0.2592 298.5975
N25 N24 0.2552 296.2817
N24 N22 0.6534 990.9421
N23 N22 0.1742 177.4801
N21 N17 0.1039 97.1744
N17 N14B -0.0692 -37.1412
N17 N16 1.6048 2128.8569
N16 N15 1.0342 1816.5107
N16 N14A 0.5712 315.6206
N45 N14B 0.1898 169.6014
N45 N15 0.1800 485.6781
N15 N2 1.2009 2304.7799
N13 N14A 0.6824 491.9052
N13 N12 0.6769 495.0885
N12 N11 0.6688 506.0932
N11 N3 0.7255 744.6406
N9 N8 0.1013 101.0427
N8 N4 0.1846 195.8343
N2 N1 2.5868 4018.9631
N52 N48 0.0719 131.4722
N48 N45 0.1066 197.5686
N42 N50 0.1064 151.5980
N53 N38 0.0550 73.9685
N47 N46 0.1923 356.2015
N46 N45 0.1893 356.6816
N38 N36 0.0527 158.4253
N22 N17 0.8905 1252.2867
N20 N19 0.2396 306.0855
N19 N18 0.4741 549.5631
N18 N17 0.5890 702.6771
N10 N9 0.1042 100.5114
N7 N6 0.0906 90.9800
N6 N4 0.3367 The text continues on section 5.