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e2y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:19.
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.. 5
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 30.8000 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 1784 540 N54#2 1748 540 N52#1 2004 540
N52#2 3612 1080 N48#1 2004 540 N48#2 1752 540
N43#1 1756 540 N43#2 1752 540 N42#1 2004 540
N42#2 1744 540 N50#1 2000 540 N50#2 1748 540
N47#1 1784 540 N47#2 3512 1080 N45#1 1784 540
N45#2 3516 1080 N53#1 1632 540 N53#2 1752 540
N38#1 1764 540 N38#2 1744 540 N37#1 1764 540
N37#2 3536 1080 N31#1 1764 540 N31#2 3536 1080
N28#1 1764 540 N28#2 3536 1080 N27#1 1756 540
N27#2 3504 1080 N35#1 1780 540 N35#2 1780 540
N23#1 1760 540 N23#2 3544 1080 N22#1 1756 540
N22#2 1752 540 N21#1 1756 540 N21#2 3532 1080
N20#1 1732 540 N20#2 1636 540 N19#1 1768 540
N19#2 3484 1080 N18#1 1752 540 N18#2 3504 1080
N17#1 1772 540 N17#2 3532 1080 N10#1 1764 540
N10#2 1744 540 N8#1 1760 540 N8#2 1740 540
N7#1 1760 540 N7#2 1740 540 N6#1 1748 540
N6#2 1704 540 N5#1 1764 540 N5#2 1744 540
N4#1 1760 540 N4#2 1740 540 N11#1 1704 540
N11#2 3520 1080 N2#1 1756 540 N2#2 3520 1080
N26#1 1756 540 N26#2 1732 540 N29#1 1768 540
N29#2 3512 1080 N30#1 1772 540 N30#2 3544 1080
N36#1 1764 540 N36#2 3536 1080 N51#1 2004 540
N51#2 1756 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 30.8000 mm
Total rainfall read for gage # 1 is 25.00 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) 4.132436E+03 30.800
Total Infiltration 6.133922E+01 0.457
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 4.073040E+03 30.357
Total Water remaining in Surface Storage 3.325345E+00 0.025
Infiltration over the Pervious Area... 6.133922E+01 0.801
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 4.137705E+03 30.839
Total Precipitation + Initial Storage. 4.132436E+03 30.800
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............... -0.1275
****************************************************
* 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.............. 4.073040E+03 30.357
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.................. 4.064046E+03 30.290
Initial Storage + Inflow.................... 4.073040E+03 30.357
Final Storage + Outflow + Diverted GW....... 4.064046E+03 30.290
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.2213
##################################################
# 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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 30.01155 0.00000 30.01699 0.00000 30.01769
Total Losses (mm)...... 0.00000 0.76812 0.00000 0.76603 0.00000 0.76574
Remaining Depth (mm)... 0.00000 0.02033 0.00000 0.01698 0.00000 0.01657
Peak Runoff Rate (cms). 0.00000 0.07484 0.00000 0.07340 0.00000 0.07039
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.88854 0.00000 30.80836 30.93936 30.80924 0.00000
Peak Runoff Rate (cms). 0.00040 0.00000 0.00040 0.00807 0.00040 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.88854 0.00000 30.80836 30.93936 30.80924 0.00000
Peak Runoff Rate (cms). 0.00040 0.00001 0.00040 0.00807 0.00040 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) 30.88854 30.01155 30.80836 30.10001 30.80924 30.01769
Peak Runoff Rate (cms). 0.00040 0.07484 0.00040 0.08147 0.00040 0.07039
Unit Runoff (mm/hr).... 145.19508 128.15099 145.34490 132.02715 145.34490 131.02708
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 30.02125 0.00000 30.00874 0.00000 30.01584
Total Losses (mm)...... 0.00000 0.76418 0.00000 0.76909 0.00000 0.76649
Remaining Depth (mm)... 0.00000 0.01456 0.00000 0.02217 0.00000 0.01766
Peak Runoff Rate (cms). 0.00000 0.07599 0.00000 0.10094 0.00000 0.10866
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.82611 0.00000 30.80453 0.00000 30.80482 0.00000
Peak Runoff Rate (cms). 0.00038 0.00000 0.00040 0.00000 0.00040 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.82611 0.00000 30.80453 0.00000 30.80482 0.00000
Peak Runoff Rate (cms). 0.00038 0.00001 0.00040 0.00001 0.00040 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) 30.82611 30.02125 30.80453 30.00874 30.80482 30.01584
Peak Runoff Rate (cms). 0.00038 0.07599 0.00040 0.10094 0.00040 0.10866
Unit Runoff (mm/hr).... 136.16217 132.61490 145.34489 126.78877 145.34489 130.17907
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 29.98231 0.00000 29.98983 0.00000 30.02027
Total Losses (mm)...... 0.00000 0.77575 0.00000 0.77422 0.00000 0.76463
Remaining Depth (mm)... 0.00000 0.04193 0.00000 0.03595 0.00000 0.01510
Peak Runoff Rate (cms). 0.00000 0.08505 0.00000 0.08075 0.00000 0.08484
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.90064 30.87927 30.90559 30.88349 30.65707 0.00000
Peak Runoff Rate (cms). 0.01441 0.02373 0.01321 0.02188 0.00022 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.90064 30.87927 30.90559 30.88349 30.65707 0.00000
Peak Runoff Rate (cms). 0.01441 0.02373 0.01321 0.02188 0.00022 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) 30.90064 30.14376 30.90559 30.15069 30.65707 30.02027
Peak Runoff Rate (cms). 0.01441 0.10878 0.01321 0.10263 0.00022 0.08484
Unit Runoff (mm/hr).... 145.29203 119.66267 145.31158 122.54521 78.31957 132.18454
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 30.00727 0.00000 30.02510 0.00000 30.02683
Total Losses (mm)...... 0.00000 0.76957 0.00000 0.76233 0.00000 0.76145
Remaining Depth (mm)... 0.00000 0.02315 0.00000 0.01256 0.00000 0.01172
Peak Runoff Rate (cms). 0.00000 0.08683 0.00000 0.03365 0.00000 0.05125
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.84042 0.00000 30.84372 30.88517 30.84370 30.88712
Peak Runoff Rate (cms). 0.01669 0.00000 0.03513 0.01559 0.05152 0.02364
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.84042 0.00000 30.84372 30.88517 30.84370 30.88712
Peak Runoff Rate (cms). 0.01669 0.00047 0.03513 0.01559 0.05152 0.02364
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) 30.84042 30.00727 30.84372 30.28312 30.84370 30.28492
Peak Runoff Rate (cms). 0.01669 0.08683 0.03513 0.04924 0.05152 0.07489
Unit Runoff (mm/hr).... 140.91245 126.07511 141.69606 137.50450 141.69079 137.99211
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 30.02457 0.00000 29.99298 0.00000 30.07782
Total Losses (mm)...... 0.00000 0.76260 0.00000 0.77351 0.00000 0.72088
Remaining Depth (mm)... 0.00000 0.01283 0.00000 0.03351 0.00000 0.00130
Peak Runoff Rate (cms). 0.00000 0.06285 0.00000 0.09916 0.00000 0.00827
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.84399 30.89535 30.83079 30.85254 30.87742 0.00000
Peak Runoff Rate (cms). 0.05936 0.02271 0.07942 0.06422 0.01997 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.84399 30.89535 30.83079 30.85254 30.87742 0.00000
Peak Runoff Rate (cms). 0.05936 0.02271 0.07942 0.06422 0.01997 0.00057
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) 30.84399 30.24227 30.83079 30.29382 30.87742 30.07782
Peak Runoff Rate (cms). 0.05936 0.08556 0.07942 0.16339 0.01997 0.00827
Unit Runoff (mm/hr).... 141.75392 136.82475 137.94728 127.54966 144.98501 143.01562
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 30.05037 0.00000 30.02313 0.00000 30.03273
Total Losses (mm)...... 0.00000 0.74553 0.00000 0.76331 0.00000 0.75813
Remaining Depth (mm)... 0.00000 0.00410 0.00000 0.01357 0.00000 0.00915
Peak Runoff Rate (cms). 0.00000 0.10339 0.00000 0.07828 0.00000 0.05606
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.83525 30.87345 30.83138 0.00000 30.82611 30.85439
Peak Runoff Rate (cms). 0.00038 0.12971 0.00038 0.00000 0.00038 0.07174
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.83525 30.87345 30.83138 0.00000 30.82611 30.85439
Peak Runoff Rate (cms). 0.00038 0.12971 0.00038 0.00001 0.00038 0.07174
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) 30.83525 30.50307 30.83138 30.02313 30.82611 30.48464
Peak Runoff Rate (cms). 0.00038 0.23311 0.00038 0.07828 0.00038 0.12780
Unit Runoff (mm/hr).... 139.44732 143.17759 138.15829 133.41439 136.16217 140.58297
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 29.87288 0.00000 29.97213 0.00000 29.97315
Total Losses (mm)...... 0.00000 0.78602 0.00000 0.77751 0.00000 0.77735
Remaining Depth (mm)... 0.00000 0.14109 0.00000 0.05036 0.00000 0.04950
Peak Runoff Rate (cms). 0.00000 0.06882 0.00000 0.13876 0.00000 0.11732
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.78266 0.00000 30.85285 30.84357 30.82147 30.90370
Peak Runoff Rate (cms). 0.23259 0.00000 0.04895 0.09657 0.03328 0.01721
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.78266 0.00000 30.85285 30.84357 30.82147 30.90370
Peak Runoff Rate (cms). 0.23259 0.00659 0.04895 0.09657 0.03328 0.01721
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) 30.78266 29.87288 30.85285 30.27713 30.82147 30.06621
Peak Runoff Rate (cms). 0.23259 0.06882 0.04895 0.23532 0.03328 0.13453
Unit Runoff (mm/hr).... 115.81783 79.81302 143.29200 120.82503 134.21258 113.56738
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 30.00633 0.00000 30.00665 0.00000 29.99804
Total Losses (mm)...... 0.00000 0.76988 0.00000 0.76977 0.00000 0.77226
Remaining Depth (mm)... 0.00000 0.02380 0.00000 0.02358 0.00000 0.02970
Peak Runoff Rate (cms). 0.00000 0.03426 0.00000 0.03811 0.00000 0.03348
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.85586 30.92620 30.84044 0.00000 30.83620 0.00000
Peak Runoff Rate (cms). 0.01069 0.00440 0.08929 0.00000 0.08469 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.85586 30.92620 30.84044 0.00000 30.83620 0.00000
Peak Runoff Rate (cms). 0.01069 0.00440 0.08929 0.00253 0.08469 0.00240
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) 30.85586 30.09832 30.84044 30.00665 30.83620 29.99804
Peak Runoff Rate (cms). 0.01069 0.03866 0.08929 0.03811 0.08469 0.03348
Unit Runoff (mm/hr).... 143.66411 127.58704 140.91840 125.77047 139.73989 121.55002
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 29.99899 0.00000 29.95021 0.00000 30.00392
Total Losses (mm)...... 0.00000 0.77201 0.00000 0.78041 0.00000 0.77062
Remaining Depth (mm)... 0.00000 0.02900 0.00000 0.06938 0.00000 0.02547
Peak Runoff Rate (cms). 0.00000 0.03294 0.00000 0.08208 0.00000 0.03531
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.83495 0.00000 30.81080 0.00000 30.83845 0.00000
Peak Runoff Rate (cms). 0.08062 0.00000 0.24465 0.00000 0.08702 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.83495 0.00000 30.81080 0.00000 30.83845 0.00000
Peak Runoff Rate (cms). 0.08062 0.00228 0.24465 0.00693 0.08702 0.00246
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 30.83495 29.99899 30.81080 29.95021 30.83845 30.00392
Peak Runoff Rate (cms). 0.08062 0.03294 0.24465 0.08208 0.08702 0.03531
Unit Runoff (mm/hr).... 139.35187 122.01450 129.27036 100.99923 140.38984 124.43201
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 29.99769 0.00000 29.97719 0.00000 29.98217
Total Losses (mm)...... 0.00000 0.77235 0.00000 0.77668 0.00000 0.77578
Remaining Depth (mm)... 0.00000 0.02996 0.00000 0.04613 0.00000 0.04205
Peak Runoff Rate (cms). 0.00000 0.06487 0.00000 0.22724 0.00000 0.09329
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.83460 0.00000 30.75034 30.91711 30.82611 30.90874
Peak Runoff Rate (cms). 0.17415 0.00000 0.00028 0.02569 0.00038 0.01321
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.83460 0.00000 30.75034 30.91711 30.82611 30.90874
Peak Runoff Rate (cms). 0.17415 0.00493 0.00028 0.02569 0.00038 0.01321
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) 30.83460 29.99769 30.75034 30.05239 30.82611 30.07482
Peak Runoff Rate (cms). 0.17415 0.06487 0.00028 0.25293 0.00038 0.10650
Unit Runoff (mm/hr).... 139.24306 121.37795 102.69805 114.48188 136.16217 117.15593
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).... 30.80000 30.80000 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 29.98059 0.00000 30.00503 0.00000 30.03441
Total Losses (mm)...... 0.00000 0.77607 0.00000 0.77028 0.00000 0.75709
Remaining Depth (mm)... 0.00000 0.04334 0.00000 0.02469 0.00000 0.00849
Peak Runoff Rate (cms). 0.00000 0.01093 0.00000 0.09984 0.00000 0.04122
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.82626 0.00000 30.85080 30.84960 30.85539 30.90312
Peak Runoff Rate (cms). 0.00863 0.00000 0.05200 0.08262 0.03640 0.01610
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.82626 0.00000 30.85080 30.84960 30.85539 30.90312
Peak Runoff Rate (cms). 0.00863 0.00024 0.05200 0.08262 0.03640 0.01610
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) 30.82626 29.98059 30.85080 30.35975 30.85539 30.26896
Peak Runoff Rate (cms). 0.00863 0.01093 0.05200 0.18246 0.03640 0.05732
Unit Runoff (mm/hr).... 136.22440 113.31292 142.99961 132.46815 143.60936 139.65555
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).... 30.80000 30.80000 30.80000 30.80000
Max Intensity (mm/hr).. 144.14400 144.14400 144.14400 144.14400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 30.02326 0.00000 30.02634
Total Losses (mm)...... 0.00000 0.76324 0.00000 0.76170
Remaining Depth (mm)... 0.00000 0.01350 0.00000 0.01196
Peak Runoff Rate (cms). 0.00000 0.04563 0.00000 0.05307
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.84461 30.88933 30.81248 0.00000
Peak Runoff Rate (cms). 0.04104 0.01836 0.00040 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.84461 30.88933 30.81248 0.00000
Peak Runoff Rate (cms). 0.04104 0.01836 0.00040 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) 30.84461 30.25710 30.81248 30.02634
Peak Runoff Rate (cms). 0.04104 0.06399 0.00040 0.05307
Unit Runoff (mm/hr).... 141.88703 136.63698 145.34490 134.72026
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 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
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 60.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.1558 5.3895 5.0000
N51 2.7640 6.9101 25.0000
N48 2.4045 6.0112 30.0000
N50 2.1145 5.2862 40.0000
N47 1.2562 3.1404 220.0000
N46 2.4239 6.0598 19430.0000
N45 1.0637 2.6593 95.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 1.7186 4.2965 20.0000
N35 2.9569 7.3923 0.0000
N34 50.0000 50.0000 0.0000
N31 38.0356 50.0000 0.0000
N30 0.1561 0.3902 170.0000
N29 48.8936 50.0000 0.0000
N28 33.1839 50.0000 0.0000
N27 2.1185 5.2962 95.0000
N26 50.0000 50.0000 0.0000
N25 2.4579 6.1448 30.0000
N24 1.1756 2.9391 470.0000
N23 13.6126 34.0315 0.0000
N22 1.9945 4.9864 10.0000
N21 1.6351 4.0877 95.0000
N20 23.6634 50.0000 0.0000
N19 16.7091 41.7728 0.0000
N18 2.1073 5.2682 20.0000
N17 7.1157 17.7893 0.0000
N16 7.5643 18.9108 0.0000
N15 12.2300 30.5751 0.0000
N14B 0.5105 1.2763 540.0000
N14A 5.5239 13.8097 0.0000
N13 15.3613 38.4033 0.0000
N12 30.0102 50.0000 0.0000
N11 32.8871 50.0000 0.0000
N10 10.0064 25.0161 0.0000
N9 3.8992 9.7479 70.0000
N8 5.9153 14.7883 0.0000
N7 1.1702 2.9255 85.0000
N6 0.6419 1.6048 10.0000
N5 2.7199 6.7997 80.0000
N4 18.7439 46.8598 0.0000
N3 44.0966 50.0000 0.0000
N2 36.4812 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 4.7500 0.0005 0.0153 Normal Soln
5047 42.9717 42.9717 50.0000 0.0000 -0.0014 0.1314 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0425 0.0437 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0005 0.0131 Normal Soln
3736 40.4753 40.4753 50.0000 0.0000 -0.0010 0.0111 Normal Soln
3534 17.2490 17.2490 50.0000 0.0000 -0.0007 0.0102 Normal Soln
3422 50.0000 50.0000 50.0000 0.0000 0.0002 0.0086 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0020 0.0210 Normal Soln
3024 7.5037 7.5037 17.4517 0.0000 -0.0084 2.1386 Normal Soln
3036 16.5006 16.5006 50.0000 0.0000 0.0165 0.1110 Normal Soln
2827 33.2599 33.2599 50.0000 0.0000 -0.0010 0.0182 Normal Soln
2726 9.8037 9.8037 49.3692 0.0000 0.0719 0.0327 Normal Soln
2629 44.3742 44.3742 50.0000 0.0000 0.0013 0.0901 Normal Soln
2930 30.7143 30.7143 50.0000 0.0000 -0.0019 0.0519 Normal Soln
2725 5.0180 5.0180 12.8053 0.0000 0.0025 2.4033 Normal Soln
2524 15.4918 15.4918 32.5813 0.0000 -0.0021 1.9319 Normal Soln
2422 6.7044 6.7044 16.9578 0.0000 0.0137 1.6989 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0016 0.0983 Normal Soln
2117 10.3778 10.3778 25.1786 0.0000 0.0039 0.0294 Normal Soln
1714B 26.2272 26.2272 50.0000 0.0000 -0.0019 0.0375 Normal Soln
1716 5.1057 5.1057 13.7515 0.0000 -0.0130 1.1410 Normal Soln
1615 4.2810 4.2810 10.8116 0.0000 0.0079 2.8897 Normal Soln
1614A 2.0300 2.0300 6.5008 3.8333 -0.0107 2.2196 Normal Soln
4514B 14.6622 14.6622 24.3129 0.0000 0.0023 0.0188 Normal Soln
4515 5.6198 5.6198 12.6611 0.0000 -0.0045 1.9751 Normal Soln
1502 15.7413 15.7413 34.7244 0.0000 0.0100 4.2141 Normal Soln
14A13 4.5257 4.5257 25.8064 0.0000 0.0076 0.1020 Normal Soln
1312 7.0805 7.0805 38.0690 0.0000 0.0076 0.1024 Normal Soln
1211 20.8758 20.8758 50.0000 0.0000 0.0061 0.0705 Normal Soln
1103 15.7626 15.7626 50.0000 0.0000 0.0049 0.0507 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 11.9244 11.9244 44.6371 0.0000 -0.0021 1.6127 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0804 10.8916 10.8916 33.9205 0.0000 0.0017 2.1466 Normal Soln
0201 3.0584 3.0584 7.3186 329.8333 0.0166 0.0425 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0008 0.0256 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0052 0.1079 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0009 0.0235 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0005 0.0163 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 24.1615 24.1615 44.8064 0.0000 -0.0034 0.0048 Normal Soln
4746u 5.4196 5.4196 17.6924 0.0000 -0.0027 1.6864 Normal Soln
4645o 37.7111 37.7111 50.0000 0.0000 -0.0017 0.0058 Normal Soln
4645u 7.1275 7.1275 24.1545 0.0000 0.0059 2.5880 Normal Soln
3836o 38.7090 38.7090 50.0000 0.0000 0.0006 0.0133 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 6.1008 6.1008 15.8182 0.0000 0.0144 3.1021 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 7.0098 7.0098 12.3206 0.0000 0.0031 0.9545 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 18.7487 18.7487 45.4295 0.0000 0.0054 1.3418 Normal Soln
1817o 20.0879 20.0879 50.0000 0.0000 0.0031 0.0287 Normal Soln
1817u 4.0062 4.0062 10.1991 0.0000 -0.0079 2.7088 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 12.0507 12.0507 30.9393 0.0000 -0.0027 1.0569 Normal Soln
0706o 46.3714 46.3714 50.0000 0.0000 0.0067 0.0070 Normal Soln
0706u 6.8453 6.8453 24.4351 0.0000 -0.0032 2.0230 Normal Soln
0604o 48.0921 48.0921 50.0000 0.0000 -0.0024 0.0223 Normal Soln
0604u 9.6223 9.6223 20.4641 0.0000 0.0027 2.0755 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 14.3417 14.3417 37.7119 0.0000 0.0017 1.6932 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 3.8859 3.8859 8.2567 0.0000 0.0047 1.0278 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.2879 3.2879 16.1743 0.0000 0.0030 0.3828 Normal Soln
14a14bo 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
14a14bu 1.8932 1.8932 4.8820 21.5833 -0.0106 2.7246 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...................................2726
*==================================================*
| 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/ 0.02 / 1.23/
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/ 0.39 /
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/ 0.08 / 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/ 0.14 /
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/ 0.32 / 5047/ 0.20 / 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/ 0.45 / 2930/ 0.20 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.04 /
2117/ 0.03 / 1714B/ 1.70 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.07 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.09 /
0912/ 0.39 / 0908/ 0.15 / 0811/ 0.00 /
0804/ 0.18 / 0201/ 0.24 / 5248/ 0.27 /
4845/ 0.19 / 4250/ 0.31 / 5338/ 1.32 /
3851/ 0.03 / 4746o/ 0.04 / 4746u/ 0.12 /
4645o/ 0.04 / 4645u/ 0.12 / 3836o/ 3.21 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.29 /
2019o/ 0.00 / 2019u/ 0.18 / 1918o/ 0.14 /
1918u/ 0.24 / 1817o/ 0.23 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.13 /
0706u/ 0.12 / 0604o/ 0.24 / 0604u/ 0.15 /
0504o/ 0.00 / 0504u/ 0.12 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.00 / 0302u/ 1.50 /
14a14bo/ 0.01 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.00 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.00 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.28 /
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/ 0.01 / 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/ 8.77 /
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/ 1.02 / N48/ 1.03 /
N50/ 1.04 / N47/ 1.04 / N46/ 1.05 /
N45/ 1.09 / N43/ 0.02 / N42/ 0.02 /
N37/ 0.06 / N36/ 1.28 / N35/ 1.02 /
N34/ 0.02 / N31/ 0.02 / N30/ 1.54 /
N29/ 0.10 / N28/ 0.07 / N27/ 1.37 /
N26/ 0.13 / N25/ 0.70 / N24/ 1.27 /
N23/ 0.11 / N22/ 1.37 / N21/ 1.04 /
N20/ 0.31 / N19/ 0.40 / N18/ 1.21 /
N17/ 1.04 / N16/ 1.48 / N15/ 1.00 /
N14B/ 1.17 / N14A/ 0.91 / N13/ 0.54 /
N12/ 0.54 / N11/ 0.62 / N10/ 0.31 /
N9/ 0.90 / N8/ 0.99 / N7/ 1.01 /
N6/ 1.03 / N5/ 0.56 / N4/ 0.76 /
N3/ 0.59 / N2/ 0.60 / N1/ 0.60 /
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/ 0.08 / 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/ 0.08 / 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/ 0.04 / 1502/ 0.38 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.03 / 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/ 0.41 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.36 /
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/ 1.23 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.23 1502/ 1.23/ 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........ 6625
Total number of time steps during simulation.... 5133
Ratio of actual # of time steps / NTCYC......... 1.188
Average number of iterations per time step...... 1.291
Average time step size(seconds)................ 4.208
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.754
Average minimum implicit time step (sec)........ 1.400
Average minimum junction time step (sec)........ 1.400
Average Courant Factor Tf....................... 1.400
Number of times omega reduced................... 22
*=========================================================*
| 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 1.03 5295 0 3 0 0 0
N53 0 1.05 5379 0 5 0 0 0
N52 0 1.11 5716 0 7 0 0 0
N38 0 1.06 5458 0 11 1 0 0
N51 0 1.04 5323 1 32 1 1 0
N48 0 1.12 5725 1 20 1 0 0
N50 0 1.21 6223 1 22 1 0 0
N47 0 1.19 6100 0 7 0 0 0
N46 0 1.19 6107 0 6 0 0 0
N45 0 1.40 7208 2 19 3 0 0
N43 0 1.04 5320 0 3 0 0 0
N42 0 1.15 5900 0 7 0 0 0
N37 0 1.06 5459 0 5 0 0 0
N36 0 1.18 6048 0 10 1 0 0
N35 0 1.02 5224 1 16 1 0 0
N34 0 1.02 5239 0 6 0 0 0
N31 0 1.13 5820 0 9 0 0 0
N30 0 1.38 7105 0 15 3 0 0
N29 0 1.26 6462 0 6 0 0 0
N28 0 1.11 5676 1 7 0 0 0
N27 0 1.33 6824 2 29 2 1 0
N26 0 1.15 5895 0 10 1 0 0
N25 0 1.26 6456 0 9 0 0 0
N24 0 1.38 7060 0 6 0 0 0
N23 0 1.22 6278 0 7 0 0 0
N22 0 1.29 6615 0 6 0 0 0
N21 0 1.20 6156 0 16 1 0 0
N20 0 1.16 5962 0 13 1 0 0
N19 0 1.35 6954 1 7 0 0 0
N18 0 1.39 7144 0 7 0 0 0
N17 0 1.59 8146 0 6 0 0 0
N16 0 1.52 7815 1 14 4 0 0
N15 0 1.34 6877 0 7 0 0 0
N14B 0 1.39 7125 1 16 2 0 0
N14A 0 1.48 7583 2 15 4 0 0
N13 0 1.38 7078 0 6 0 0 0
N12 0 1.32 6771 0 7 0 0 0
N11 0 1.40 7162 0 11 1 0 0
N10 0 1.09 5600 0 5 0 0 0
N9 0 1.19 6106 0 7 0 0 0
N8 0 1.20 6179 0 5 0 0 0
N7 0 1.10 5642 1 13 1 0 0
N6 0 1.37 7056 3 17 2 0 0
N5 0 1.09 5604 0 5 0 0 0
N4 0 1.39 7114 0 7 0 0 0
N3 0 1.63 8377 0 7 0 0 0
N2 0 1.57 8056 0 7 0 0 0
N1 0 1.50 7715 4 8 0 0 0
Total number of iterations for all junctions.. 308137
Minimum number of possible iterations......... 246384
Efficiency of the simulation.................. 1.25
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 8.9188 0 15 0.0000 1.0812 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5192 0 15 0.0000 1.4808 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0237 0 19 0.0000 2.9763 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0604 0 24 0.0000 3.9396 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8181 0 4 0.0000 5.1819 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6340 0 16 0.0000 5.3660 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7382 0 18 0.0000 4.2618 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6444 0 19 0.0000 5.3556 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0504 0 20 0.0000 5.9496 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5873 0 17 0.0000 6.4127 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2180 0 15 0.0000 0.7820 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3222 0 16 0.0000 2.6778 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0559 0 15 0.0000 2.9441 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.7465 0 18 0.0000 4.2535 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2159 0 15 0.0000 5.7841 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1203 0 15 0.0000 5.8797 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5189 0 15 0.0000 2.4811 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.7431 0 19 0.0000 4.2569 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5010 0 15 0.0000 3.4990 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3679 0 15 0.0000 1.6321 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7264 0 10 0.0000 3.2736 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.6305 0 16 0.0000 3.3695 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.5728 0 15 0.3278 4.4272 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 3.8589 0 15 0.5489 6.1411 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8107 0 15 0.0000 5.1893 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.2319 0 15 0.0000 6.7681 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0390 0 15 0.0000 6.9610 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.3086 0 15 0.0000 3.6914 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.9021 0 15 0.0000 5.0979 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.1137 0 16 0.0000 6.8863 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.7897 0 15 0.0000 7.2103 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.8204 0 15 0.4204 7.1796 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.2068 0 15 0.1718 7.7932 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 2.9743 0 20 0.0000 7.0257 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.5066 0 16 0.0000 7.4934 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.3953 0 16 0.0000 7.6047 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.2211 0 17 0.0000 7.7789 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 1.9560 0 19 0.0000 8.0440 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.9062 0 15 0.0000 6.0938 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.3996 0 15 0.0000 6.6004 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 2.9908 0 15 0.0000 7.0092 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0135 0 15 0.0000 4.9865 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5278 0 15 0.0000 5.4722 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.8614 0 15 0.0000 6.1386 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.4571 0 15 0.0000 7.5429 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.6912 0 16 0.0000 8.3088 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.6488 0 16 0.0000 8.3512 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.5288 0 16 0.0000 8.4712 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 0.0634 0 15 0.1541 0 15 0.0076 8.9188 7.0237 .0940 .1183
5047 2.8812 1.4600 200.0000 0.1847 0 18 0.4836 0 16 0.0641 5.7382 4.6444 .1908 .2222
5114b 3.5733 1.8108 200.0000 0.0546 0 4 0.3440 0 4 0.0153 4.8180 3.0145 .0898 .0725
4342 10.3858 1.3631 200.0000 0.0677 0 15 0.1539 0 15 0.0065 9.2180 7.3222 .0902 .1112
3736 14.9983 3.6090 400.0000 0.0829 0 15 0.7332 0 11 0.0055 7.0559 5.7431 .1396 .5578
3534 5.8173 1.4765 400.0000 0.0282 0 15 0.1664 0 12 0.0048 4.2159 4.1203 .0398 .0507
3422 6.0122 1.5213 400.0000 0.0231 0 15 0.1705 0 15 0.0038 4.1203 3.4060 .0507 .0149
3130 13.5508 2.2744 300.0000 0.1355 0 15 0.3638 0 15 0.0100 7.5189 5.7431 .0629 .1437
3024 0.4621 2.9058 450.0000 0.4462 0 21 2.9237 0 22 0.9654 5.7431 3.8589 3.429 2.219
3036 6.7857 1.4251 400.0000 -0.1353 0 26 -0.1837 0 26 -0.0199 5.7431 5.7465 .3078 .5663
2827 15.5945 3.7524 400.0000 0.1417 0 15 0.9250 0 15 0.0091 8.3679 6.7673 .1696 .1682
2726 18.5574 3.1124 300.0000 0.1550 0 15 0.3432 0 10 0.0084 6.7169 6.6305 .0562 .4351
2629 2.4524 0.5150 400.0000 0.1103 0 16 0.2336 0 16 0.0450 6.6305 6.5010 .3263 .2525
2930 11.6053 2.4373 400.0000 0.3010 0 15 0.8567 0 15 0.0259 6.5010 5.7431 .2525 .3078
2725 0.2218 2.0080 375.0000 0.2599 0 10 2.3445 0 10 1.1721 6.7169 5.5728 3.644 1.874
2524 0.2779 2.5163 375.0000 0.2548 0 11 2.4554 0 10 0.9168 5.5728 3.8589 1.874 2.663
2422 0.8401 2.9711 600.0000 0.6525 0 11 2.2998 0 11 0.7768 3.8589 3.2319 2.114 2.286
L575 4.4056 1.1111 300.0000 0.2140 0 15 0.4410 0 15 0.0486 4.8107 3.4823 .3688 .2743
2117 10.3655 2.0976 500.0000 0.1275 0 15 0.3973 0 15 0.0123 3.0390 2.9751 .0780 .0503
1714B 8.1188 0.9553 500.0000 -0.1527 0 20 -0.2594 0 20 -0.0188 2.9332 2.9743 .1664 .3486
1716 3.1532 3.6415 1050.000 1.7986 0 15 2.1824 0 12 0.5704 2.7897 2.8204 .9902 1.400
1615 0.7725 1.7486 750.0000 1.1081 0 16 2.4973 0 16 1.4344 2.8204 2.2068 1.973 1.329
1614A 0.7872 1.7819 750.0000 0.6911 0 15 1.5383 0 15 0.8779 2.8204 2.5066 1.560 1.208
4514B 28.0567 3.5017 450.0000 0.2637 0 17 0.9911 0 15 0.0094 3.5873 2.9743 .1941 .2762
4515 0.1942 2.7467 300.0000 0.1805 0 36 2.5276 0 36 0.9295 3.5873 2.2068 3.624 3.322
1502 0.6052 1.1322 825.0000 1.2722 0 16 2.5919 0 16 2.1020 2.2068 1.6488 1.208 .7259
14A13 16.6072 0.8411 1700.000 -0.8068 0 16 -0.3875 0 15 -0.0486 2.5066 2.3953 .3803 .4678
1312 15.7543 0.6101 1400.000 0.8030 0 16 0.3678 0 16 0.0510 2.3953 2.2211 .3824 .3865
1211 22.0747 0.6694 1700.000 0.7776 0 17 0.2693 0 15 0.0352 2.2211 1.9560 .3183 .3623
1103 34.9730 0.7240 2000.000 0.8825 0 19 0.3665 0 21 0.0252 1.9560 1.6912 .3080 .2956
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.3997 2.2211 .0000 .0000
0908 0.1628 1.4741 375.0000 0.1248 0 15 1.1202 0 15 0.7667 3.3996 2.9904 2.398 2.641
0811 6.0914 1.5476 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.9560 1.9560 .0000 .0000
0804 0.2208 1.3886 450.0000 0.2359 0 15 1.4745 0 15 1.0683 2.9908 2.4570 2.201 1.682
0201 142.3584 2.9703 2000.000 3.0091 0 16 1.3668 0 18 0.0211 1.6488 1.5288 .2994 .2994
5248 8.1651 1.4277 200.0000 0.0904 0 18 0.2388 0 18 0.0111 7.0237 4.8178 .1183 .0891
4845 2.5500 1.2922 200.0000 0.1349 0 16 0.2960 0 10 0.0529 4.6340 3.5873 .1700 .4367
4250 11.5986 1.2184 200.0000 0.1364 0 16 0.1403 0 15 0.0118 7.3222 5.7382 .1112 .1908
5338 8.7547 1.3127 200.0000 0.0708 0 15 0.1174 0 0 0.0081 8.5192 6.0604 .0958 .3021
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0604 4.8181 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.0417 0 19 0.5581 0 18 0.0024 4.6444 4.0504 .1111 .1259
4746u 0.1498 2.1194 300.0000 0.1014 0 14 1.4130 0 14 0.6769 4.6444 4.0504 3.481 3.501
4645o 15.8729 2.3953 400.0000 0.0458 0 20 0.2815 0 20 0.0029 4.0504 3.5873 .1259 .2183
4645u 0.1105 1.5637 300.0000 0.0981 0 20 1.3662 0 20 0.8879 4.0504 3.5873 3.501 3.624
3836o 9.9729 2.0945 400.0000 0.0662 0 24 0.1163 0 28 0.0066 6.0604 5.7465 .1511 .5663
3635o 35.6736 2.3986 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2159 4.2159 .0000 .0000
2217o 14.0423 1.9555 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.7897 2.7897 .0000 .0000
2217u 0.6241 1.4127 750.0000 0.9255 0 15 2.2126 0 11 1.4828 3.2318 2.7897 1.829 1.386
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.9021 4.9021 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.3008 0 15 2.4429 0 18 0.4718 6.3085 4.9021 .6857 .8936
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.9021 3.1137 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.5753 0 15 2.4216 0 15 0.6094 4.9021 3.1137 .6701 2.022
1817o 9.1593 1.0777 500.0000 0.1318 0 16 0.3902 0 16 0.0144 3.1137 3.0287 .2274 .1573
1817u 0.5070 1.7932 600.0000 0.6125 0 13 2.1575 0 13 1.2081 3.1137 2.7897 2.022 1.732
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 3.3997 3.3997 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1222 0 15 1.6179 0 11 0.5062 3.9061 3.3997 .8164 2.399
0706o 7.2322 2.6074 300.0000 0.0243 0 15 0.2720 0 12 0.0034 5.0135 4.5278 .0449 .0928
0706u 0.1248 1.7661 300.0000 0.0881 0 12 1.2277 0 12 0.7056 5.0135 4.5278 3.378 3.426
0604o 9.6606 3.5612 300.0000 0.1084 0 15 0.6928 0 15 0.0112 4.5278 2.8272 .0927 .0905
0604u 0.3116 2.8210 375.0000 0.3097 0 18 2.7854 0 18 0.9942 4.5278 2.4570 2.740 2.018
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4570 2.4570 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.1190 0 15 1.6709 0 15 0.7721 3.8614 2.4570 1.871 2.523
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6912 1.6912 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.9881 0 15 2.4223 0 15 0.5124 2.4571 1.6912 1.009 .7882
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6488 1.6488 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.5514 0 16 0.6183 0 16 0.1694 1.6912 1.6488 .9853 .9981
14a14bo 75.9084 3.3944 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.9600 2.5066 .0000 .0000
14a14bu 0.1368 1.9347 300.0000 0.1463 0 30 2.0484 0 30 1.0700 2.9743 2.5066 3.914 3.021
FREE # 1 Undefnd Undefnd Undefn 3.0091 0 16
*==================================================*
| 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 0.0121 0.4215 0.0032
5047 3.5278 10.3889 0.0000 346.0833 0.0406 0.4018 0.0190
5114b 4.5417 0.0000 0.0000 355.4583 0.0163 0.1600 0.0055
4342 0.1667 359.8333 0.0000 0.0000 0.0111 0.4425 0.0031
3736 0.1667 17.0667 0.0000 342.7667 0.0624 0.7260 0.0372
3534 4.0278 355.9722 0.0000 0.0000 0.0177 0.1743 0.0029
3422 4.0278 0.0000 0.0000 355.9722 0.0138 0.1356 0.0022
3130 0.1667 11.4444 0.0000 348.3889 0.0259 0.5142 0.0068
3024 0.1667 11.3958 0.0000 348.4375 0.1302 0.1639 3.0281
3036 8.2083 12.3611 339.4306 0.0000 0.0917 1.1141 0.0249
2827 0.1667 0.0000 0.0000 359.8333 0.0333 0.1533 0.0625
2726 352.9444 7.0556 0.0000 0.0000 0.0657 1.3158 0.0085
2629 0.2500 359.7500 0.0000 0.0000 0.0602 0.4733 0.0270
2930 0.2500 11.8611 0.0000 347.8889 0.0532 0.3905 0.0867
2725 0.1667 359.8333 0.0000 0.0000 0.1045 0.1139 2.1003
2524 0.1667 18.4167 0.0000 341.4167 0.1119 0.1149 1.7308
2422 0.1667 359.8333 0.0000 0.0000 0.1699 0.2906 2.8380
L575 0.1667 0.0000 0.0000 359.8333 0.0489 0.4852 0.0425
2117 2.5417 0.0000 0.0000 357.4583 0.0325 0.3212 0.0127
1714B 343.0833 0.0000 16.9167 0.0000 0.0581 0.5886 0.0334
1716 0.1667 356.8333 0.0000 3.0000 0.2938 0.8653 2.6087
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4522 3.0922
1614A 4.3333 36.8750 318.7917 0.0000 0.2281 0.4610 1.5970
4514B 333.4583 13.2361 0.0000 13.3056 0.0520 0.3767 0.0851
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.3326
1502 0.1667 359.8333 0.0000 0.0000 0.2323 0.4928 2.0652
14A13 124.5000 235.5000 0.0000 0.0000 0.3094 2.0848 0.2790
1312 124.6250 235.3750 0.0000 0.0000 0.2606 2.1900 0.1971
1211 6.1250 353.8750 0.0000 0.0000 0.2359 3.2410 0.1422
1103 0.1667 359.8333 0.0000 0.0000 0.3462 2.4850 0.2117
0912 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.0287
0811 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0804 0.1667 359.8333 0.0000 0.0000 0.1324 0.1658 1.2878
0201 0.1667 359.8333 0.0000 0.0000 0.3526 2.2040 0.8176
5248 0.1667 0.0000 0.0000 359.8333 0.0127 0.3792 0.0049
4845 4.1389 26.3750 0.0000 329.4861 0.0571 0.5684 0.0144
4250 0.2500 356.4722 0.0000 3.2778 0.0202 1.0092 0.0041
5338 0.1667 356.3889 0.0000 3.4444 0.0274 0.9547 0.0029
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 348.6389 10.8889 0.0000 0.4722 0.0231 0.0768 0.0258
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.4710
4645o 347.5833 12.4167 0.0000 0.0000 0.0328 0.1638 0.0192
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.4594
3836o 3.6389 356.3611 0.0000 0.0000 0.0672 0.7829 0.0140
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 0.2140 0.4523 2.4845
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1336 0.1313 0.8135
1918o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 359.8333 0.0000 0.0000 0.1637 0.2388 1.9407
1817o 355.1111 0.0000 0.0000 4.8889 0.0482 0.3389 0.0374
1817u 0.1667 359.8333 0.0000 0.0000 0.1825 0.2937 2.2105
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1032 0.7112
0706o 354.8333 5.1111 0.0000 0.0556 0.0180 0.1097 0.0045
0706u 0.1667 359.8333 0.0000 0.0000 0.0888 0.0727 1.2388
0604o 353.2431 0.0000 0.0000 6.7569 0.0246 0.1565 0.0190
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.3723
0504o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 1.0983
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2280 0.4084 1.6141
0302o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.8919 0.3678
14a14bo 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14a14bu 4.5417 355.4583 0.0000 0.0000 0.0843 0.0727 1.8221
*===========================================*
| 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 0.0031 67.3209 0.0002 0.9988 0.1520 0.0029 0.0755 2.9586
5047 0.0119 257.4006 0.0007 0.9813 1.0973 0.0073 0.0717 0.0350
5114b 0.0023 50.1410 0.0003 0.9760 1.0567 0.0022 0.0221 0.0350
4342 0.0030 65.2962 0.0002 0.9988 0.1809 0.0023 0.0668 2.9586
3736 0.0031 67.5181 0.0003 0.9988 1.0760 0.0087 0.0697 1.3149
3534 0.0010 20.6830 0.0001 0.9788 0.1641 0.0023 0.0222 0.0350
3422 0.0010 20.6266 0.0001 0.9786 0.4835 0.0019 0.0183 0.0450
3130 0.0045 96.3177 0.0004 0.9988 1.0045 0.0030 0.0591 2.3011
3024 0.0354 764.2932 0.0016 0.9988 1.5715 0.0418 0.0326 0.8547
3036 -0.0115 -247.7039 0.0012 0.9583 0.0003 0.0379 0.3034 0.0201
2827 0.0054 116.1890 0.0005 0.9988 1.3220 0.0058 0.0171 1.3149
2726 0.0018 37.8841 0.0007 0.0518 0.0154 0.0263 0.0554 0.0200
2629 0.0033 71.2363 0.0003 0.9988 0.1570 0.0131 0.0502 2.3011
2930 0.0121 261.4635 0.0009 0.9988 0.7678 0.0114 0.0495 1.3149
2725 0.0132 284.9145 0.0009 0.9988 1.2579 0.0256 0.0175 0.8547
2524 0.0130 281.2484 0.0009 0.9967 1.8274 0.0239 0.0156 0.0134
2422 0.0486 1050.1391 0.0025 0.9988 0.9126 0.0552 0.0591 0.8547
L575 0.0085 183.5378 0.0007 0.9988 0.6116 0.0089 0.0563 2.9586
2117 0.0047 100.4843 0.0004 0.9879 0.9610 0.0040 0.0394 0.0200
1714B -0.0044 -94.6032 0.0004 0.1231 0.0000 0.0061 0.0506 0.0205
1716 0.1058 2284.5868 0.0063 0.9988 1.0979 0.0761 0.1351 Section 4
0.8547
1615 0.0841 1816.3038 0.0042 0.9988 0.5437 0.0777 0.1136 0.8547
1614A 0.0218 471.5969 0.0025 0.9768 0.0472 0.0543 0.0839 0.0130
4514B 0.0102 219.6990 0.0007 0.1804 0.1590 0.0064 0.0369 0.0206
4515 0.0208 450.3187 0.0009 0.9988 0.5756 0.0377 0.0235 0.8547
1502 0.1050 2269.0011 0.0050 0.9988 0.7436 0.0814 0.1111 0.8547
14A13 -0.0299 -646.4764 0.0024 0.6918 0.0018 0.0617 0.2614 0.1237
1312 0.0301 650.2142 0.0023 0.6916 0.0335 0.0366 0.2586 0.1235
1211 0.0306 659.8975 0.0024 0.9679 0.0255 0.0395 0.3713 0.1239
1103 0.0418 902.9264 0.0028 0.9988 0.1459 0.0682 0.3668 8.2183
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0103 0.1045 0.0450
0908 0.0049 104.8760 0.0004 0.9988 0.6714 0.0216 0.0130 0.9205
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0804 0.0094 203.1389 0.0008 0.9988 0.5327 0.0292 0.0227 0.8547
0201 0.1933 4175.7929 0.0105 0.9988 0.5505 0.0844 0.3831 2.6299
5248 0.0064 138.6406 0.0003 0.9988 0.6710 0.0031 0.0723 2.9586
4845 0.0092 198.5877 0.0005 0.9780 0.9393 0.0097 0.0962 0.0350
4250 0.0074 158.9370 0.0004 0.9988 0.2474 0.0040 0.1669 2.9586
5338 0.0036 77.7826 0.0002 0.9988 0.0541 0.0087 0.2743 2.9586
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0006 0.0093 0.0450
4746o 0.0008 17.9785 0.0001 0.0820 0.0634 0.0016 0.0045 0.0208
4746u 0.0162 349.9521 0.0005 0.9988 1.2637 0.0234 0.0154 0.8547
4645o 0.0010 20.6723 0.0001 0.0894 0.0255 0.0035 0.0158 0.0208
4645u 0.0161 346.9769 0.0005 0.9988 0.6849 0.0256 0.0171 0.9205
3836o 0.0079 170.7693 0.0003 0.9807 0.0482 0.0354 0.2787 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 0.0611 1320.3322 0.0033 0.9988 0.7561 0.0661 0.0829 0.8547
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0201
2019u 0.0147 317.0705 0.0011 0.9988 1.7763 0.0291 0.0160 0.8547
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0006 0.0037 0.0261
1918u 0.0263 568.7013 0.0020 0.9988 1.1307 0.0404 0.0349 0.8547
1817o 0.0008 18.0298 0.0003 0.0343 0.0144 0.0011 0.0062 0.0206
1817u 0.0328 709.3870 0.0022 0.9988 0.6871 0.0498 0.0509 0.8547
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
1009u 0.0048 103.8842 0.0004 0.9988 1.1469 0.0183 0.0090 0.9205
0706o 0.0002 4.7564 0.0001 0.0362 0.0223 0.0006 0.0033 0.0207
0706u 0.0042 90.1012 0.0004 0.9988 0.6611 0.0197 0.0099 0.8547
0604o 0.0011 23.7719 0.0003 0.0479 0.0645 0.0008 0.0047 0.0204
0604u 0.0171 369.3696 0.0012 0.9988 1.4295 0.0272 0.0176 0.8547
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
0504u 0.0046 100.2759 0.0005 0.9988 0.6387 0.0200 0.0100 0.8547
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0403u 0.0415 895.8986 0.0031 0.9988 2.6549 0.0473 0.0536 0.8547
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0219
0302u 0.0835 1803.9344 0.0024 0.9988 0.1207 0.0769 0.1801 0.4602
14a14bo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 0.0350
14a14bu 0.0081 174.2207 0.0005 0.9758 0.1696 0.0290 0.0175 0.0130
FREE # 1 0.1934 4177.3272
*===============================================================*
| 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 0.0634 0.0000 1.1491 0.0152 0.0184 8.9188 7.0225 Max Flow
5047 0.1847 0.0000 0.8797 0.0330 0.0381 5.7382 4.6441 Max Flow
5114b 0.0546 0.0000 1.7755 0.0145 0.0161 4.8175 3.0145 Max Flow
4342 0.0677 0.0000 1.0617 0.0149 0.0177 9.2180 7.3220 Max Flow
3736 0.0828 0.0000 0.0160 0.0659 0.0553 7.0558 5.7174 Max Flow
3534 0.0282 0.0000 0.0697 0.0073 0.0159 4.2159 4.1200 Max Flow
3422 0.0231 0.0000 0.7126 0.0060 0.0127 4.1203 3.4060 Max Flow
3130 0.1347 0.0000 1.7501 0.0163 0.0180 7.5187 5.7191 Max Flow
3024 0.4462 1.2743 1.1464 0.4283 0.3558 5.7366 3.2750 Max Flow
3036 -0.0002 0.0000 0.0000 0.0014 0.0026 5.6213 5.6213 Max Flow
2827 0.1416 0.0000 1.6001 0.0818 0.0673 8.3678 6.7673 Max Flow
2726 0.1550 0.0000 0.0024 0.0179 0.0162 6.7169 6.6217 Max Flow
2629 0.1103 0.0000 0.1275 0.0728 0.1228 6.6305 6.5005 Max Flow
2930 0.3009 0.0000 0.7290 0.1095 0.1008 6.5010 5.7238 Max Flow
2725 0.2587 0.8475 0.6176 0.3501 0.3750 6.6988 5.2364 Max Flow
2524 0.2538 0.4764 1.5181 0.3487 0.2818 5.2698 3.2014 Max Flow
2422 0.6488 0.2767 0.4325 0.5186 0.3959 3.5004 2.8013 Max Flow
L575 0.2139 0.0000 1.3193 0.0823 0.0988 4.8107 3.4823 Max Flow
2117 0.1275 0.0000 0.0607 0.0251 0.0339 3.0390 2.9751 Max Flow
1714B 0.0000 0.0000 0.0000 0.0000 0.0000 2.8434 2.8434 Max Flow
1716 1.7983 -0.1374 0.1272 0.7642 0.5682 2.7894 2.8201 Max Flow
1615 1.1079 0.3464 0.2651 0.6425 0.7500 2.8202 2.2065 Max Flow
1614A 0.6910 0.2815 0.0373 0.5151 0.5453 2.8203 2.5053 Max Flow
4514B 0.2637 0.0000 0.2999 0.1037 0.0871 3.5873 2.9654 Max Flow
4515 0.1805 0.7146 1.0922 1.0140 0.2288 3.5140 1.7024 Max Flow
1502 1.2722 -0.1481 0.7475 0.6779 0.8250 2.2025 1.6487 Max Flow
14A13 0.0386 0.0000 0.0135 0.1026 0.1908 2.0801 2.0675 Max Flow
1312 0.8030 0.0000 0.1776 0.3309 0.5344 2.3953 2.2178 Max Flow
1211 0.7775 0.0000 0.2357 0.3317 0.5408 2.2211 1.9454 Max Flow
1103 0.8825 0.0000 0.2920 0.2537 0.6248 1.9560 1.6595 Max Flow
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0908 0.1247 0.1394 0.2881 0.2602 0.2460 3.3610 2.9324 Max Flow
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0804 0.2358 0.1921 0.3380 0.3420 0.4086 2.9839 2.4557 Max Flow
0201 3.0091 0.0000 0.1200 0.4973 0.5988 1.6488 1.5288 Max Flow
5248 0.0889 0.0000 2.2042 0.0177 0.0206 7.0237 4.8177 Max Flow
4845 0.1349 0.0000 0.1898 0.0267 0.0339 4.6340 3.5867 Max Flow
4250 0.1364 0.0000 0.4001 0.0178 0.0219 7.3222 5.7374 Max Flow
5338 0.0708 0.0000 0.1797 0.0161 0.0187 8.5192 6.0475 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.0416 0.0000 0.4511 0.0494 0.0439 4.6444 4.0499 Max Flow
4746u 0.1014 0.3376 0.2667 0.2465 0.1810 4.6216 4.0173 Max Flow
4645o 0.0458 0.0000 0.0993 0.0511 0.0501 4.0504 3.5863 Max Flow
4645u 0.0981 0.0829 0.3817 0.2429 0.2202 4.0502 3.5858 Max Flow
3836o 0.0662 0.0000 0.0060 0.0592 0.0601 6.0604 5.7267 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 0.9254 0.2185 0.2400 0.5946 0.7500 3.2094 2.7501 Max Flow
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2019u 0.3002 1.1467 0.3900 0.3812 0.2173 6.3085 4.8999 Max Flow
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1918u 0.5747 0.6552 1.2021 0.4933 0.3381 4.9021 3.1033 Max Flow
1817o 0.1315 0.0000 0.0755 0.0786 0.1066 3.1137 3.0286 Max Flow
1817u 0.6124 0.1972 0.2170 0.5071 0.6000 3.0105 2.5927 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.1221 0.2831 0.2806 0.2575 0.1888 3.9029 3.3782 Max Flow
0706o 0.0241 0.0000 0.1410 0.0129 0.0131 5.0134 4.5268 Max Flow
0706u 0.0881 0.2597 0.2414 0.2310 0.1860 5.0096 4.5090 Max Flow
0604o 0.1084 0.0000 1.6952 0.0341 0.0272 4.5278 2.8272 Max Flow
0604u 0.3097 0.5289 1.7536 1.0029 0.3056 4.5029 2.2159 Max Flow
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0504u 0.1189 0.4644 0.9393 0.2631 0.1979 3.8579 2.4557 Max Flow
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0403u 0.9875 0.5424 0.1633 0.6122 0.3804 2.4549 1.6783 Max Flow
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0302u 0.5514 0.0413 0.0014 0.2397 0.1454 1.6911 1.6487 Max Flow
14a14bo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
14a14bu 0.1463 0.4776 0.2241 0.2794 0.2737 2.8344 2.1286 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 258.6667 97.8333 3.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 114.5000 241.0000 4.5000 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 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.0000 356.0000 4.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 10.6667 345.3333 4.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 91.1667 268.6667 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 351.8333 8.1667 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 1.3333 311.5000 47.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 350.5000 0.0000 2.0000 0.0000 6.3333 0.0000 None
2524 0.1667 0.1667 359.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 345.5000 1.5000 0.0000 1.6667 10.1667 0.0000 None
L575 317.6667 42.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 98.3333 259.1667 2.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 17.0000 343.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 325.3333 18.3333 0.0000 1.6667 13.5000 0.0000 None
1615 0.3333 269.3333 0.8333 13.1667 19.6667 0.0000 56.6667 0.0000 None
1614A 0.0000 325.8333 0.0000 23.3333 7.3333 3.5000 0.0000 0.0000 None
4514B 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.8333 0.3333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 262.0000 97.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 235.5000 124.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 4.0000 231.5000 124.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 354.0000 6.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.1667 359.6667 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 352.3333 1.5000 0.0000 1.8333 3.1667 0.0000 None
0811 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 309.5000 33.6667 0.0000 8.5000 0.0000 8.3333 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 283.1667 76.5000 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 243.6667 112.3333 4.0000 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 333.3333 2.1667 0.0000 13.3333 10.0000 0.0000 None
4645o 0.0000 3.6667 356.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 329.6667 1.1667 0.0000 26.8333 1.1667 0.0000 None
3836o 0.0000 356.5000 3.5000 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 275.6667 78.3333 0.1667 0.0000 5.8333 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 2.5000 2.3333 355.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 1.8333 319.0000 0.3333 8.0000 0.0000 30.8333 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 5.1667 354.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 351.0000 0.3333 0.0000 7.0000 0.5000 0.0000 None
0604o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.1667 1.0000 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 0.1667 1.0000 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 0.5000 0.6667 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 233.8333 122.6667 0.0000 0.0000 2.3333 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 327.8333 3.3333 0.0000 23.3333 5.5000 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 353.9583 2.7500 0.0000
5047 6.7778 6.8056 0.0000 0.0000
5114b 0.0000 0.0000 325.3750 0.0000
4342 352.0833 353.3333 1.2500 0.0000
3736 17.1083 18.2333 154.0583 0.0000
3534 351.1667 351.1667 0.0000 0.0000
3422 0.0000 0.0000 320.9028 0.0000
3130 10.7222 11.8472 178.0833 0.0000
3024 0.0000 0.0000 340.5278 0.0000
3036 0.0000 1.0278 0.0000 0.0000
2827 0.2500 1.3750 27.3194 0.0000
2726 349.2917 349.3333 0.0000 0.0000
2629 12.1806 12.3750 0.0000 0.0000
2930 11.7083 12.0833 0.0000 0.0000
2725 0.0000 0.0000 345.9722 0.0000
2524 8.8083 9.1806 350.2639 0.0000
2422 335.0556 345.0139 66.0278 0.0000
L575 0.0000 0.0000 0.0000 0.0000
2117 0.0000 0.0000 326.2500 0.0000
1714B 0.0000 0.0000 0.0000 0.0000
1716 274.5694 282.7569 302.6806 0.0000
1615 252.3750 326.4583 0.1250 0.0000
1614A 0.0000 7.4444 0.0000 0.0000
4514B 13.1806 13.2361 5.4000 0.0000
4515 318.8333 322.0000 21.9167 0.0000
1502 1.6458 2.1250 41.5417 0.0000
14A13 327.4583 328.7750 0.0000 0.0000
1312 336.3472 345.8889 0.1667 0.0000
1211 348.6528 348.7222 0.0000 0.0000
1103 48.9583 56.6111 0.0000 0.0000
0912 0.0000 0.0000 0.0000 0.0000
0908 349.0972 352.1736 0.0000 0.0000
0811 0.0000 0.0000 0.0000 0.0000
0804 339.6806 350.5833 0.0000 0.0000
0201 5.8139 6.7306 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 24.9583 25.0000 0.0000 0.0000
4250 62.5139 62.5556 0.0000 0.0000
5338 356.3611 359.8056 3.4444 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 344.2222 344.3611 0.0000 0.0000
4746u 0.7500 320.8194 330.6250 0.0000
4645o 346.6944 346.6944 0.0000 0.0000
4645u 329.1667 329.2500 6.2500 0.0000
3836o 356.3611 356.3611 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 0.3611 0.0000
2019o 0.0000 0.0000 0.0000 0.0000
2019u 328.2917 358.7778 359.7917 0.0000
1918o 0.0000 0.0000 0.0000 0.0000
1918u 351.5833 351.7292 352.9167 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 309.5833 339.0694 1.2361 0.0000
1009o 0.0000 0.0000 0.0000 0.0000
1009u 338.1944 352.2639 308.3333 0.0000
0706o 347.7500 347.7500 0.0000 0.0000
0706u 337.5556 350.0417 4.4583 0.0000
0604o 0.0556 0.0556 348.3958 0.0000
0604u 346.0139 348.3333 349.0278 0.0000
0504o 0.0000 0.0000 0.0000 0.0000
0504u 348.8833 349.0083 5.1875 0.0000
0403o 0.0000 0.0000 0.0000 0.0000
0403u 57.3333 73.9444 334.8056 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 238.3750 358.6667 0.0000 0.0000
14a14bo 0.0000 0.0000 0.0000 0.0000
14a14bu 323.5833 329.4167 0.2500 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 0.1356 0.1753 0.1356 0.0180 0.0275 0.0180 0.1324 0.1568 0.1324 8.7380 10.3461 8.7380 0.0207
5047 0.1346 0.4602 0.1346 0.0000 0.1846 0.0000 0.0003 0.4012 0.0003 0.0131 18.8569 0.0131 0.0409
5114b 0.0997 0.3411 0.0997 0.0000 0.0546 0.0000 0.0000 0.1599 0.0000 0.0022 7.9970 0.0022 0.0163
4342 0.1383 0.1818 0.1383 0.0203 0.0270 0.0203 0.1469 0.1486 0.1469 8.0815 8.1735 8.0815 0.0199
3736 0.0099 0.1150 0.0099 0.0000 0.0828 0.0000 0.0018 0.7203 0.0018 0.0899 36.0142 0.0899 0.1503
3534 0.0254 0.1619 0.0254 0.0000 0.0282 0.0000 0.0000 0.1742 0.0000 0.0002 1.7422 0.0002 0.0178
3422 0.0363 0.1705 0.0363 0.0000 0.0231 0.0000 0.0000 0.1356 0.0000 0.0008 5.4224 0.0008 0.0138
3130 0.0560 0.2635 0.0560 0.0000 0.1355 0.0000 0.0001 0.5140 0.0001 0.0037 28.2725 0.0037 0.0260
3036 0.0242 0.1283 0.0242 0.0009 0.1335 0.0009 0.0358 1.0407 0.0358 0.6448 18.7320 0.6448 0.1872
2827 0.0000 0.9336 0.0000 0.0000 0.1417 0.0000 0.0000 0.1518 0.0000 0.0000 7.5888 0.0000 0.0676
2726 0.0289 0.1179 0.0289 0.0000 0.1550 0.0000 0.0006 1.3147 0.0006 0.0055 13.1471 0.0055 0.0664
2629 0.0000 0.2337 0.0000 0.0000 0.1103 0.0000 0.0000 0.4721 0.0000 0.0000 21.2435 0.0000 0.1178
2930 0.0000 0.7746 0.0000 0.0000 0.3010 0.0000 0.0000 0.3886 0.0000 0.0000 18.6528 0.0000 0.1068
L575 0.0000 0.4421 0.0000 0.0000 0.2140 0.0000 0.0000 0.4839 0.0000 0.0000 29.0370 0.0000 0.0989
2117 0.0751 0.3973 0.0751 0.0000 0.1275 0.0000 0.0001 0.3210 0.0001 0.0009 3.2096 0.0009 0.0328
1714B 0.0000 0.2594 0.0000 0.0000 0.1527 0.0000 0.0000 0.5885 0.0000 0.0000 16.4781 0.0000 0.1320
4514B 0.0000 0.7029 0.0000 0.0000 0.2637 0.0000 0.0000 0.3751 0.0000 0.0000 9.0036 0.0000 0.1050
14A13 0.0228 0.3889 0.0000 0.0000 0.8068 0.0000 0.0003 2.0747 0.0000 0.0032 20.7473 0.0000 0.7772
1312 0.0000 0.3674 0.0000 0.0000 0.8030 0.0000 0.0000 2.1856 0.0000 0.0000 30.5984 0.0000 0.5369
1211 0.0000 0.2408 0.0000 0.0000 0.7776 0.0000 0.0000 3.2291 0.0000 0.0000 119.4770 0.0000 0.5729
1103 0.0000 0.3566 0.0000 0.0000 0.8825 0.0000 0.0000 2.4752 0.0000 0.0000 86.6305 0.0000 0.5955
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 1.3706 0.0000 0.0000 3.0091 0.0000 0.0000 2.1955 0.0000 0.0000 21.9545 0.0000 0.5988
5248 0.2128 0.2731 0.2128 0.0233 0.0438 0.0233 0.1094 0.1605 0.1094 6.3439 9.3073 6.3439 0.0210
4845 0.0695 0.2376 0.0695 0.0000 0.1348 0.0000 0.0006 0.5672 0.0006 0.0335 34.0340 0.0335 0.0579
4250 0.1299 0.1516 0.1299 0.0498 0.0368 0.0498 0.3833 0.2426 0.3833 22.2317 14.0706 22.2317 0.0293
5338 0.0713 0.0802 0.0713 0.0230 0.0249 0.0230 0.3224 0.3099 0.3224 25.1460 24.1748 25.1460 0.0360
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 0.5446 0.0000 0.0000 0.0417 0.0000 0.0000 0.0765 0.0000 0.0000 1.9123 0.0000 0.0474
4645o 0.0000 0.2828 0.0000 0.0000 0.0458 0.0000 0.0000 0.1619 0.0000 0.0000 5.3441 0.0000 0.0690
3836o 0.0090 0.0854 0.0090 0.0000 0.0661 0.0000 0.0035 0.7742 0.0035 0.1384 30.9665 0.1384 0.1547
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 0.3890 0.0000 0.0000 0.1318 0.0000 0.0000 0.3387 0.0000 0.0000 7.4522 0.0000 0.0997
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 0.0849 0.2360 0.0849 0.0004 0.0235 0.0004 0.0047 0.0995 0.0047 0.1425 2.9840 0.1425 0.0199
0604o 0.2705 0.7520 0.2705 0.0025 0.1035 0.0025 0.0091 0.1376 0.0091 0.5182 7.8444 0.5182 0.0275
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 0.1426 0.2182 0.1426 0.5033 0.09786 34.902 0.1426 0.2182 0.1426 0.5033 0.09786 34.902 0.0000 0.0000 0.0000 None
5047 .000277 1.3617 .000277 1.3622 0.08635 9.9136 .000277 1.3617 .000277 1.3622 0.08635 9.9136 0.0000 0.0000 0.0000 None
5114b .000024 0.2940 .000024 0.2941 0.09456 9.9054 .000024 0.2940 .000024 0.2941 0.09456 9.9054 0.0000 0.0000 0.0000 None
4342 0.1501 0.1996 0.1501 0.4998 0.09803 39.902 0.1501 0.1996 0.1501 0.4998 0.09803 39.902 0.0000 0.0000 0.0000 None
3736 .001530 7.1469 .001530 7.1499 3.1503 11.850 .001530 7.1469 .001530 7.1499 3.1503 11.850 0.0000 0.0000 0.0000 None
3534 .60E-05 0.3391 .60E-05 0.3391 0.09778 9.9022 .60E-05 0.3391 .60E-05 0.3391 0.09778 9.9022 0.0000 0.0000 0.0000 None
3422 .52E-05 0.1736 .52E-05 0.1736 0.09723 9.9028 .52E-05 0.1736 .52E-05 0.1736 0.09723 9.9028 0.0000 0.0000 0.0000 None
3130 .000036 1.2877 .000036 1.2878 0.09481 19.905 .000036 1.2877 .000036 1.2878 0.09481 19.905 0.0000 0.0000 0.0000 None
3036 0.08413 12.985 0.08413 13.153 4.3806 15.619 0.08413 12.985 0.08413 13.153 4.3806 15.619 0.0000 0.0000 0.0000 None
2827 0.0000 0.7850 0.0000 0.7850 3.5517 11.448 0.0000 0.7850 0.0000 0.7850 3.5517 11.448 0.0000 0.0000 0.0000 None
2726 .001107 10.779 .001107 10.781 0.08340 19.917 .001107 10.779 .001107 10.781 0.08340 19.917 0.0000 0.0000 0.0000 None
2629 0.0000 2.0204 0.0000 2.0204 5.9159 14.084 0.0000 2.0204 0.0000 2.0204 5.9159 14.084 0.0000 0.0000 0.0000 None
2930 0.0000 2.7277 0.0000 2.7277 5.9237 14.076 0.0000 2.7277 0.0000 2.7277 5.9237 14.076 0.0000 0.0000 0.0000 None
L575 0.0000 1.4485 0.0000 1.4485 5.1056 14.894 0.0000 1.4485 0.0000 1.4485 5.1056 14.894 0.0000 0.0000 0.0000 None
2117 .000086 1.6427 .000086 1.6429 0.09454 9.9055 .000086 1.6427 .000086 1.6429 0.09454 9.9055 0.0000 0.0000 0.0000 None
1714B 0.0000 5.0295 0.0000 5.0295 10.906 19.094 0.0000 5.0295 0.0000 5.0295 10.906 19.094 0.0000 0.0000 0.0000 None
4514B 0.0000 2.6025 0.0000 2.6025 10.925 19.075 0.0000 2.6025 0.0000 2.6025 10.925 19.075 0.0000 0.0000 0.0000 None
14A13 .000075 8.2650 0.0000 8.2651 11.910 17.641 .000075 8.2650 0.0000 8.2651 11.910 17.641 0.0000 0.0000 0.0000 None
1312 0.0000 7.1360 0.0000 7.1360 16.503 24.779 0.0000 7.1360 0.0000 7.1360 16.503 24.779 0.0000 0.0000 0.0000 None
1211 0.0000 9.8761 0.0000 9.8761 13.164 27.199 0.0000 9.8761 0.0000 9.8761 13.164 27.199 0.0000 0.0000 0.0000 None
1103 0.0000 10.051 0.0000 10.051 29.429 36.133 0.0000 10.051 0.0000 10.051 29.429 36.133 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 28.414 0.0000 28.414 29.411 35.021 0.0000 28.414 0.0000 28.414 29.411 35.021 0.0000 0.0000 0.0000 None
5248 0.1205 0.2269 0.1205 0.4678 0.09779 29.902 0.1205 0.2269 0.1205 0.4678 0.09779 29.902 0.0000 0.0000 0.0000 None
4845 .000698 2.4250 .000698 2.4264 0.08071 9.9193 .000698 2.4250 .000698 2.4264 0.08071 9.9193 0.0000 0.0000 0.0000 None
4250 0.6117 0.4518 0.6117 1.6751 0.09615 49.904 0.6117 0.4518 0.6117 1.6751 0.09615 49.904 0.0000 0.0000 0.0000 None
5338 0.6278 0.6796 0.6278 1.9352 0.09480 34.905 0.6278 0.6796 0.6278 1.9352 0.09480 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 0.3123 0.0000 0.3123 10.966 19.034 0.0000 0.3123 0.0000 0.3123 10.966 19.034 0.0000 0.0000 0.0000 None
4645o 0.0000 0.8490 0.0000 0.8490 10.951 19.049 0.0000 0.8490 0.0000 0.8490 10.951 19.049 0.0000 0.0000 0.0000 None
3836o .003728 7.9307 .003728 7.9382 5.4278 14.572 .003728 7.9307 .003728 7.9382 5.4278 14.572 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 2.2713 0.0000 2.2713 10.929 19.071 0.0000 2.2713 0.0000 2.2713 10.929 19.071 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 .006272 0.3651 .006272 0.3777 2.0226 7.9774 .006272 0.3651 .006272 0.3777 2.0226 7.9774 0.0000 0.0000 0.0000 None
0604o 0.01491 0.6273 0.01491 0.6571 1.8394 8.1606 0.01491 0.6273 0.01491 0.6571 1.8394 8.1606 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 8.9188 7.0237 66.0000 17.5000 17.4021 17.4021 5.0000 17.4021 17.4021 5.0000 34.8043 34.8043
5047 5.7382 4.6444 47.0000 9.9000 9.8136 9.8136 9.8000 0.0136 0.0136 0.0000 9.8273 9.8273
5114b 4.8180 3.0145 50.0000 9.9000 9.8054 9.8054 9.8000 0.0054 0.0054 0.0000 9.8109 9.8109
4342 9.2180 7.3222 55.0000 20.0000 19.9020 19.9020 5.0000 19.9020 19.9020 5.0000 39.8039 39.8039
3736 7.0559 5.7431 50.0000 11.4000 8.2497 8.2497 7.9000 0.4497 0.4497 0.1000 8.6994 8.6994
3534 4.2159 4.1203 10.0000 9.9000 9.8022 9.8022 9.8000 0.0022 0.0022 0.0000 9.8044 9.8044
3422 4.1203 3.4060 40.0000 9.9000 9.8028 9.8028 9.8000 0.0028 0.0028 0.0000 9.8055 9.8055
3130 7.5189 5.7431 55.0000 19.9000 19.8052 19.8052 19.8000 0.0052 0.0052 0.0000 19.8104 19.8104
3036 5.7431 5.7465 18.0000 14.0000 9.6194 9.6194 8.1000 1.6194 1.6194 0.1000 11.2388 11.2388
2827 8.3679 6.7673 50.0000 11.4000 7.8483 7.8483 7.9000 0.0483 0.0483 0.1000 7.8966 7.8966
2726 6.7169 6.6305 10.0000 19.9000 19.8166 19.8166 19.8000 0.0166 0.0166 0.0000 19.8332 19.8332
2629 6.6305 6.5010 45.0000 14.0000 8.0841 8.0841 8.1000 0.0841 0.0841 0.1000 8.1682 8.1682
2930 6.5010 5.7431 48.0000 14.0000 8.0763 8.0763 8.1000 0.0763 0.0763 0.1000 8.1526 8.1526
L575 4.8107 3.4823 60.0000 10.0000 4.8944 4.8944 9.9000 4.8944 4.8944 9.9000 9.7889 9.7889
2117 3.0390 2.9751 10.0000 9.9000 9.8055 9.8055 9.8000 0.0055 0.0055 0.0000 9.8109 9.8109
1714B 2.9332 2.9743 28.0000 19.0000 8.0943 8.0943 8.1000 0.0943 0.0943 0.1000 8.1886 8.1886
4514B 3.5873 2.9743 24.0000 19.0000 8.0750 8.0750 8.1000 0.0750 0.0750 0.1000 8.1500 8.1500
14A13 2.3953 2.5066 10.0000 13.6000 1.6898 1.6898 1.6000 4.0410 4.0410 6.4000 5.7307 5.7307
1312 2.3953 2.2211 14.0000 19.0000 2.4971 2.4971 3.1000 5.7794 5.7794 6.6000 8.2765 8.2765
1211 2.2211 1.9560 37.0000 16.9000 3.7363 3.7363 5.5000 10.2987 10.2987 13.6000 14.0351 14.0351
1103 1.9560 1.6912 35.0000 33.1000 3.6711 3.6711 3.8000 3.0326 3.0326 3.9000 6.7037 6.7037
0912 3.3997 2.2211 55.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0811 1.9560 1.9560 55.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0201 1.6488 1.5288 10.0000 33.1000 3.6886 3.6886 3.8000 1.9214 1.9214 2.0000 5.6101 5.6101
5248 7.0237 4.8178 58.0000 15.0000 14.9022 14.9022 5.0000 14.9022 14.9022 5.0000 29.8044 29.8044
4845 4.6340 3.5873 60.0000 9.9000 9.8193 9.8193 9.8000 0.0193 0.0193 0.0000 9.8386 9.8386
4250 7.3222 5.7382 58.0000 25.0000 24.9039 24.9039 5.0000 24.9039 24.9039 5.0000 49.8077 49.8077
5338 8.5192 6.0604 78.0000 17.5000 17.4052 17.4052 5.0000 17.4052 17.4052 5.0000 34.8104 34.8104
3851 6.0604 4.8181 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.6444 4.0504 25.0000 19.0000 8.0339 8.0339 8.1000 0.0339 0.0339 0.1000 8.0677 8.0677
4645o 4.0504 3.5873 33.0000 19.0000 8.0493 8.0493 8.1000 0.0493 0.0493 0.1000 8.0985 8.0985
3836o 6.0604 5.7465 40.0000 14.0000 8.5722 8.5722 8.1000 0.5722 0.5722 0.1000 9.1444 9.1444
3635o 4.2159 4.2159 20.0000 19.6000 0.0000 0.0000 5.2000 0.0000 0.0000 6.5000 0.0000 0.0000
2217o 2.7897 2.7897 35.0000 11.0000 0.0000 0.0000 0.1000 0.0000 0.0000 4.0000 0.0000 0.0000
2019o 4.9021 4.9021 30.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
1918o 4.9021 3.1137 110.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
1817o 3.1137 3.0287 22.0000 19.0000 8.0712 8.0712 8.1000 0.0712 0.0712 0.1000 8.1425 8.1425
1009o 3.3997 3.3997 50.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0706o 5.0135 4.5278 30.0000 7.5000 5.4774 5.4774 5.0000 0.4774 0.4774 0.0000 5.9549 5.9549
0604o 4.5278 2.8272 57.0000 7.5000 5.6606 5.6606 5.0000 0.6606 0.6606 0.0000 6.3212 6.3212
0504o 2.4570 2.4570 63.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0403o 1.6912 1.6912 20.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0302o 1.6488 1.6488 10.0000 37.0000 8.0000 8.0000 8.0000 -8.0000 -8.0000 0.0000 0.0000 0.0000
14a14bo 2.9600 2.5066 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 0.0634 67.3209 0.1541 0.3473 ## N54 8.9000 8.9188
5047 0.1847 257.4006 0.4836 0.7677 ## N53 8.5000 8.5192
5114b 0.0546 50.1410 0.3440 0.0633 ## N52 7.0000 7.0237
4342 0.0677 65.2962 0.1539 0.2876 ## N38 5.0000 6.0604
3736 0.0829 67.5181 0.7332 4.7939 ## N51 3.8000 4.8181
3534 0.0282 20.6830 0.1664 0.3530 ## N48 3.6000 4.6340
3422 0.0231 20.6266 0.1705 0.0414 ## N50 4.7000 5.7382
3130 0.1355 96.3177 0.3638 0.6702 ## N47 3.6000 4.6444
3024 0.4462 764.2932 2.9237 6.1033 ## N46 3.0000 4.0504
3036 -0.1353 -247.7039 -0.1837 18.1606 ## N45 2.5000 3.5873
2827 0.1417 116.1890 0.9250 0.3220 ## N43 9.2000 9.2180
2726 0.1550 37.8841 0.3432 8.0226 ## N42 7.3000 7.3222
2629 0.1103 71.2363 0.2336 20.5645 ## N37 7.0000 7.0559
2930 0.3010 261.4635 0.8567 2.9338 ## N36 4.4700 5.7465
2725 0.2599 284.9145 2.3445 3.3379 ## N35 3.2000 4.2159
2524 0.2548 281.2484 2.4554 4.4332 ## N34 4.1000 4.1203
2422 0.6525 1050.1391 2.2998 11.2375 ## N31 7.5000 7.5189
L575 0.2140 183.5378 0.4410 1.7664 ## N30 4.2000 5.7431
2117 0.1275 100.4843 0.3973 1.5667 ## N29 6.4000 6.5010
1714B -0.1527 -94.6032 -0.2594 16.3023 ## N28 8.3000 8.3679
1716 1.7986 2284.5868 2.1824 26.0433 ## N27 5.3500 6.7264
1615 1.1081 1816.3038 2.4973 12.4755 ## N26 6.5000 6.6305
1614A 0.6911 471.5969 1.5383 4.6313 ## N25 4.8700 5.5728
4514B 0.2637 219.6990 0.9911 1.7525 ## N24 2.5900 3.8589
4515 0.1805 450.3187 2.5276 1.7742 ## N23 4.7000 4.8107
1502 1.2722 2269.0011 2.5919 43.5463 ## N22 1.8600 3.2319
14A13 -0.8068 -646.4764 -0.3875 18.9214 ## N21 2.0000 3.0390
1312 0.8030 650.2142 0.3678 30.6869 ## N20 6.0000 6.3086
1211 0.7776 659.8975 0.2693 121.3181 ## N19 4.5000 4.9021
1103 0.8825 902.9264 0.3665 86.5799 ## N18 1.9000 3.1137
0912 0.0000 0.0000 0.0000 5.8813 ## N17 1.7500 2.7897
0908 0.1248 104.8760 1.1202 5.6090 ## N16 1.3400 2.8204
0811 0.0000 0.0000 0.0000 0.0000 ## N15 1.2100 2.2068
0804 0.2359 203.1389 1.4745 8.2825 ## N14B 1.8000 2.9743
0201 3.0091 4175.7929 1.3668 22.0397 ## N14A 1.6000 2.5066
5248 0.0904 138.6406 0.2388 0.1708 ## N13 1.8600 2.3953
4845 0.1349 198.5877 0.2960 2.7316 ## N12 1.6800 2.2211
4250 0.1364 158.9370 0.1403 1.4115 ## N11 1.3400 1.9560
5338 0.0708 77.7826 0.1174 1.7202 ## N10 3.6000 3.9062
3851 0.0000 0.0000 0.0000 0.0389 ## N9 2.5000 3.3996
4746o 0.0417 17.9785 0.5581 0.1626 ## N8 2.0000 2.9908
4746u 0.1014 349.9521 1.4130 2.4097 ## N7 4.0000 5.0135
4645o 0.0458 20.6723 0.2815 0.9434 ## N6 3.5000 4.5278
4645u 0.0981 346.9769 1.3662 3.2809 ## N5 3.3000 3.8614
3836o 0.0662 170.7693 0.1163 13.4344 ## N4 1.7000 2.4571
3635o 0.0000 0.0000 0.0000 0.0000 ## N3 1.1000 1.6912
2217o 0.0000 0.0000 0.0000 0.0000 ## N2 1.0500 1.6488
2217u 0.9255 1320.3322 2.2126 16.2076 ## N1 0.9300 1.5288
2019o 0.0000 0.0000 0.0000 0.0000 ##
2019u 0.3008 317.0705 2.4429 1.0654 ##
1918o 0.0000 0.0000 0.0000 0.6157 ##
1918u 0.5753 568.7013 2.4216 13.4165 ##
1817o 0.1318 18.0298 0.3902 7.0413 ##
1817u 0.6125 709.3870 2.1575 6.4664 ##
1009o 0.0000 0.0000 0.0000 0.0000 ##
1009u 0.1222 103.8842 1.6179 4.4230 ##
0706o 0.0243 4.7564 0.2720 0.1842 ##
0706u 0.0881 90.1012 1.2277 2.1533 ##
0604o 0.1084 23.7719 0.6928 0.1423 ##
0604u 0.3097 369.3696 2.7854 2.6676 ##
0504o 0.0000 0.0000 0.0000 0.0000 ##
0504u 0.1190 100.2759 1.6709 2.1255 ##
0403o 0.0000 0.0000 0.0000 0.0000 ##
0403u 0.9881 895.8986 2.4223 7.8951 ##
0302o 0.0000 0.0000 0.0000 0.0000 ##
0302u 0.5514 1803.9344 0.6183 26.7748 ##
14a14bo 0.0000 0.0000 0.0000 0.0008 ##
14a14bu 0.1463 174.2207 2.0484 0.7160 ##
FREE # 1 3.0091 4177.3272 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 0.0634 67.3209
N50 N47 0.1847 257.4006
N51 N14B 0.0546 50.1410
N43 N42 0.0677 65.2962
N37 N30 0.0829 67.5181
N35 N34 0.0282 20.6830
N34 N22 0.0231 20.6266
N31 N30 0.1355 96.3177
N30 N24 0.4462 764.2932
N30 N36 -0.1353 -247.7039
N28 N27 0.1417 116.1890
N27 N26 0.1550 37.8841
N26 N29 0.1103 71.2363
N29 N30 0.3010 261.4635
N27 N25 0.2599 284.9145
N25 N24 0.2548 281.2484
N24 N22 0.6525 1050.1391
N23 N22 0.2140 183.5378
N21 N17 0.1275 100.4843
N17 N14B -0.1527 -94.6032
N17 N16 1.7986 2284.5868
N16 N15 1.1081 1816.3038
N16 N14A 0.6911 471.5969
N45 N14B 0.2637 219.6990
N45 N15 0.1805 450.3187
N15 N2 1.2722 2269.0011
N13 N14A 0.8068 646.4764
N13 N12 0.8030 650.2142
N12 N11 0.7776 659.8975
N11 N3 0.8825 902.9264
N9 N8 0.1248 104.8760
N8 N4 0.2359 203.1389
N2 N1 3.0091 4175.7929
N52 N48 0.0904 138.6406
N48 N45 0.1349 198.5877
N42 N50 0.1364 158.9370
N53 N38 0.0708 77.7826
N47 N46 0.2433 367.9307
N46 N45 0.2421 367.6491
N38 N36 0.0662 170.7693
N22 N17 0.9255 1320.3322
N20 N19 0.3008 317.0705
N19 N18 0.5753 568.7013
N18 N17 0.6761 727.4168
N10 N9 0.1222 103.8842
N7 N6 0.1110 94.8576
N6 N4 0.4064 The text continues on section 5.