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e1y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:28.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 8 line(s) and found 5 items(s) from your cfg file.
Input File : C:\XPS\eagill\existing.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\Eagle\Flows.int
Input File to Layer # 2 C:\XPS\Eagle\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
$minlen=10.0 10.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 70
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 69
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 69
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 649
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 44
Number of Storage junctions in Extran (NVSE)........ 0
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 0
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 70
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 70
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
EAGLE DRIVE TEWANTIN
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 9.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 12
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 40.3000 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 1912 540 N54#2 1844 540 N52#1 2424 540
N52#2 3804 1080 N48#1 2424 540 N48#2 1844 540
N43#1 1872 540 N43#2 1852 540 N42#1 2424 540
N42#2 1840 540 N50#1 2424 540 N50#2 1844 540
N47#1 1916 540 N47#2 3688 1080 N45#1 1920 540
N45#2 3700 1080 N53#1 1620 540 N53#2 1852 540
N38#1 1884 540 N38#2 1836 540 N37#1 1888 540
N37#2 3780 1080 N31#1 1888 540 N31#2 3780 1080
N28#1 1888 540 N28#2 3784 1080 N27#1 1876 540
N27#2 3692 1080 N35#1 1908 540 N35#2 1908 540
N23#1 1880 540 N23#2 3800 1080 N22#1 1876 540
N22#2 1860 540 N21#1 1872 540 N21#2 3772 1080
N20#1 1780 540 N20#2 1628 540 N19#1 1896 540
N19#2 3652 1080 N18#1 1860 540 N18#2 3684 1080
N17#1 1896 540 N17#2 3756 1080 N10#1 1884 540
N10#2 1832 540 N8#1 1880 540 N8#2 1812 540
N7#1 1880 540 N7#2 1812 540 N6#1 1844 540
N6#2 1740 540 N5#1 1884 540 N5#2 1828 540
N4#1 1880 540 N4#2 1812 540 N11#1 1744 540
N11#2 3692 1080 N2#1 1872 540 N2#2 3696 1080
N26#1 1872 540 N26#2 1776 540 N29#1 1892 540
N29#2 3724 1080 N30#1 1896 540 N30#2 3796 1080
N36#1 1888 540 N36#2 3772 1080 N51#1 2416 540
N51#2 1868 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 40.3000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 5.407051E+03 40.300
Total Infiltration 1.506806E+02 1.123
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 5.255381E+03 39.170
Total Water remaining in Surface Storage 3.585768E+00 0.027
Infiltration over the Pervious Area... 1.506806E+02 1.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 5.409647E+03 40.319
Total Precipitation + Initial Storage. 5.407051E+03 40.300
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............... -0.0480
****************************************************
* 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.............. 5.255381E+03 39.170
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.................. 5.254098E+03 39.160
Initial Storage + Inflow.................... 5.255381E+03 39.170
Final Storage + Outflow + Diverted GW....... 5.254098E+03 39.160
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0244
##################################################
# 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).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.32649 0.00000 38.33106 0.00000 38.33164
Total Losses (mm)...... 0.00000 1.95149 0.00000 1.95052 0.00000 1.95039
Remaining Depth (mm)... 0.00000 0.02202 0.00000 0.01841 0.00000 0.01798
Peak Runoff Rate (cms). 0.00000 0.05619 0.00000 0.05502 0.00000 0.05276
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.34254 0.00000 40.31034 40.36502 40.31080 0.00000
Peak Runoff Rate (cms). 0.00031 0.00000 0.00031 0.00628 0.00031 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.34254 0.00000 40.31034 40.36502 40.31080 0.00000
Peak Runoff Rate (cms). 0.00031 0.00001 0.00031 0.00628 0.00031 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) 40.34254 38.32649 40.31034 38.51412 40.31080 38.33164
Peak Runoff Rate (cms). 0.00031 0.05619 0.00031 0.06130 0.00031 0.05276
Unit Runoff (mm/hr).... 112.75084 96.21546 113.12992 99.34756 113.12992 98.21015
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).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.33454 0.00000 38.32407 0.00000 38.33011
Total Losses (mm)...... 0.00000 1.94965 0.00000 1.95193 0.00000 1.95074
Remaining Depth (mm)... 0.00000 0.01581 0.00000 0.02399 0.00000 0.01915
Peak Runoff Rate (cms). 0.00000 0.05694 0.00000 0.07587 0.00000 0.08148
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.30497 0.00000 40.30835 0.00000 40.30793 0.00000
Peak Runoff Rate (cms). 0.00028 0.00000 0.00031 0.00000 0.00031 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.30497 0.00000 40.30835 0.00000 40.30793 0.00000
Peak Runoff Rate (cms). 0.00028 0.00001 0.00031 0.00001 0.00031 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) 40.30497 38.33454 40.30835 38.32407 40.30793 38.33011
Peak Runoff Rate (cms). 0.00028 0.05694 0.00031 0.07587 0.00031 0.08148
Unit Runoff (mm/hr).... 102.63480 99.36674 113.12991 95.30298 113.12991 97.61045
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).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.29997 0.00000 38.30703 0.00000 38.33374
Total Losses (mm)...... 0.00000 1.95490 0.00000 1.95423 0.00000 1.94986
Remaining Depth (mm)... 0.00000 0.04514 0.00000 0.03875 0.00000 0.01640
Peak Runoff Rate (cms). 0.00000 0.06502 0.00000 0.06140 0.00000 0.06358
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.34828 40.33794 40.35056 40.34006 40.13968 0.00000
Peak Runoff Rate (cms). 0.01120 0.01839 0.01028 0.01697 0.00018 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.34828 40.33794 40.35056 40.34006 40.13968 0.00000
Peak Runoff Rate (cms). 0.01120 0.01839 0.01028 0.01697 0.00018 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) 40.34828 38.66680 40.35056 38.67297 40.13968 38.33374
Peak Runoff Rate (cms). 0.01120 0.08341 0.01028 0.07837 0.00018 0.06358
Unit Runoff (mm/hr).... 112.98048 91.75490 113.03118 93.58208 64.91005 99.04838
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).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.32280 0.00000 38.33758 0.00000 38.33892
Total Losses (mm)...... 0.00000 1.95215 0.00000 1.94877 0.00000 1.94834
Remaining Depth (mm)... 0.00000 0.02505 0.00000 0.01365 0.00000 0.01275
Peak Runoff Rate (cms). 0.00000 0.06531 0.00000 0.02522 0.00000 0.03842
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.31546 0.00000 40.31768 40.34089 40.31766 40.34185
Peak Runoff Rate (cms). 0.01265 0.00000 0.02669 0.01210 0.03914 0.01835
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.31546 0.00000 40.31768 40.34089 40.31766 40.34185
Peak Runoff Rate (cms). 0.01265 0.00036 0.02669 0.01210 0.03914 0.01835
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) 40.31546 38.32280 40.31768 38.93857 40.31766 38.93979
Peak Runoff Rate (cms). 0.01265 0.06531 0.02669 0.03732 0.03914 0.05677
Unit Runoff (mm/hr).... 106.80631 94.83116 107.64178 104.21411 107.63594 104.61472
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).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.33716 0.00000 38.30995 0.00000 38.37023
Total Losses (mm)...... 0.00000 1.94889 0.00000 1.95391 0.00000 1.92834
Remaining Depth (mm)... 0.00000 0.01394 0.00000 0.03614 0.00000 0.00143
Peak Runoff Rate (cms). 0.00000 0.04710 0.00000 0.07523 0.00000 0.00639
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.31785 40.34580 40.30855 40.32326 40.33700 0.00000
Peak Runoff Rate (cms). 0.04510 0.01765 0.05992 0.04911 0.01547 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.31785 40.34580 40.30855 40.32326 40.33700 0.00000
Peak Runoff Rate (cms). 0.04510 0.01765 0.05992 0.04911 0.01547 0.00044
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) 40.31785 38.83932 40.30855 39.01461 40.33700 38.37023
Peak Runoff Rate (cms). 0.04510 0.06475 0.05992 0.12434 0.01547 0.00639
Unit Runoff (mm/hr).... 107.70610 103.54887 104.07270 97.06800 112.30819 110.37935
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).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.35510 0.00000 38.33603 0.00000 38.34332
Total Losses (mm)...... 0.00000 1.94042 0.00000 1.94923 0.00000 1.94671
Remaining Depth (mm)... 0.00000 0.00448 0.00000 0.01474 0.00000 0.00996
Peak Runoff Rate (cms). 0.00000 0.07864 0.00000 0.05866 0.00000 0.04211
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.31183 40.33496 40.30899 0.00000 40.30497 40.32437
Peak Runoff Rate (cms). 0.00029 0.10035 0.00029 0.00000 0.00028 0.05493
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.31183 40.33496 40.30899 0.00000 40.30497 40.32437
Peak Runoff Rate (cms). 0.00029 0.10035 0.00029 0.00001 0.00028 0.05493
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) 40.31183 39.44402 40.30899 38.33603 40.30497 39.43290
Peak Runoff Rate (cms). 0.00029 0.17899 0.00029 0.05866 0.00028 0.09704
Unit Runoff (mm/hr).... 105.38697 109.93799 104.25084 99.96929 102.63480 106.75050
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).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.19005 0.00000 38.29022 0.00000 38.29120
Total Losses (mm)...... 0.00000 1.95933 0.00000 1.95565 0.00000 1.95558
Remaining Depth (mm)... 0.00000 0.15062 0.00000 0.05413 0.00000 0.05321
Peak Runoff Rate (cms). 0.00000 0.05599 0.00000 0.10687 0.00000 0.09029
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.26664 0.00000 40.32345 40.31758 40.30128 40.34969
Peak Runoff Rate (cms). 0.17933 0.00000 0.03744 0.07335 0.02508 0.01339
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.26664 0.00000 40.32345 40.31758 40.30128 40.34969
Peak Runoff Rate (cms). 0.17933 0.00508 0.03744 0.07335 0.02508 0.01339
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) 40.26664 38.19005 40.32345 38.99979 40.30128 38.49705
Peak Runoff Rate (cms). 0.17933 0.05599 0.03744 0.18022 0.02508 0.10367
Unit Runoff (mm/hr).... 89.29822 64.93249 109.58901 92.53086 101.17305 87.52009
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).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.32197 0.00000 38.32225 0.00000 38.31458
Total Losses (mm)...... 0.00000 1.95229 0.00000 1.95224 0.00000 1.95336
Remaining Depth (mm)... 0.00000 0.02574 0.00000 0.02550 0.00000 0.03206
Peak Runoff Rate (cms). 0.00000 0.02578 0.00000 0.02868 0.00000 0.02532
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.32525 40.35958 40.31547 0.00000 40.31252 0.00000
Peak Runoff Rate (cms). 0.00819 0.00343 0.06768 0.00000 0.06403 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.32525 40.35958 40.31547 0.00000 40.31252 0.00000
Peak Runoff Rate (cms). 0.00819 0.00343 0.06768 0.00192 0.06403 0.00181
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) 40.32525 38.52573 40.31547 38.32225 40.31252 38.31458
Peak Runoff Rate (cms). 0.00819 0.02921 0.06768 0.02868 0.06403 0.02532
Unit Runoff (mm/hr).... 110.10908 96.38738 106.81243 94.63090 105.65804 91.90930
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).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.31544 0.00000 38.26872 0.00000 38.31985
Total Losses (mm)...... 0.00000 1.95325 0.00000 1.95690 0.00000 1.95263
Remaining Depth (mm)... 0.00000 0.03132 0.00000 0.07438 0.00000 0.02753
Peak Runoff Rate (cms). 0.00000 0.02489 0.00000 0.06418 0.00000 0.02660
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.31161 0.00000 40.29234 0.00000 40.31410 0.00000
Peak Runoff Rate (cms). 0.06092 0.00000 0.18503 0.00000 0.06588 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.31161 0.00000 40.29234 0.00000 40.31410 0.00000
Peak Runoff Rate (cms). 0.06092 0.00172 0.18503 0.00524 0.06588 0.00187
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) 40.31161 38.31544 40.29234 38.26872 40.31410 38.31985
Peak Runoff Rate (cms). 0.06092 0.02489 0.18503 0.06418 0.06588 0.02660
Unit Runoff (mm/hr).... 105.29969 92.20502 97.76963 78.97520 106.28125 93.75811
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).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.31426 0.00000 38.29509 0.00000 38.29983
Total Losses (mm)...... 0.00000 1.95340 0.00000 1.95529 0.00000 1.95491
Remaining Depth (mm)... 0.00000 0.03234 0.00000 0.04961 0.00000 0.04526
Peak Runoff Rate (cms). 0.00000 0.04906 0.00000 0.17437 0.00000 0.07133
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.31137 0.00000 40.23508 40.35570 40.30497 40.35199
Peak Runoff Rate (cms). 0.13157 0.00000 0.00022 0.01999 0.00028 0.01028
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.31137 0.00000 40.23508 40.35570 40.30497 40.35199
Peak Runoff Rate (cms). 0.13157 0.00373 0.00022 0.01999 0.00028 0.01028
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) 40.31137 38.31426 40.23508 38.45994 40.30497 38.50504
Peak Runoff Rate (cms). 0.13157 0.04906 0.00022 0.19436 0.00028 0.08161
Unit Runoff (mm/hr).... 105.20087 91.79992 81.10988 87.97238 102.63480 89.76770
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).... 40.30000 40.30000 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.29833 0.00000 38.32083 0.00000 38.34454
Total Losses (mm)...... 0.00000 1.95503 0.00000 1.95247 0.00000 1.94620
Remaining Depth (mm)... 0.00000 0.04663 0.00000 0.02669 0.00000 0.00926
Peak Runoff Rate (cms). 0.00000 0.00836 0.00000 0.07519 0.00000 0.03099
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.30509 0.00000 40.32220 40.32146 40.32497 40.34943
Peak Runoff Rate (cms). 0.00651 0.00000 0.03971 0.06303 0.02789 0.01252
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.30509 0.00000 40.32220 40.32146 40.32497 40.34943
Peak Runoff Rate (cms). 0.00651 0.00018 0.03971 0.06303 0.02789 0.01252
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) 40.30509 38.29833 40.32220 39.16109 40.32497 38.88586
Peak Runoff Rate (cms). 0.00651 0.00836 0.03971 0.13822 0.02789 0.04352
Unit Runoff (mm/hr).... 102.68312 86.73418 109.20099 100.34869 110.03054 106.02362
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).... 40.30000 40.30000 40.30000 40.30000
Max Intensity (mm/hr).. 112.19520 112.19520 112.19520 112.19520
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.33613 0.00000 38.33854
Total Losses (mm)...... 0.00000 1.94920 0.00000 1.94846
Remaining Depth (mm)... 0.00000 0.01467 0.00000 0.01300
Peak Runoff Rate (cms). 0.00000 0.03419 0.00000 0.03978
Total Impervious Area
---------------------
Total Runoff Depth (mm) 40.31827 40.34292 40.31249 0.00000
Peak Runoff Rate (cms). 0.03120 0.01426 0.00031 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 40.31827 40.34292 40.31249 0.00000
Peak Runoff Rate (cms). 0.03120 0.01426 0.00031 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) 40.31827 38.87796 40.31249 38.33854
Peak Runoff Rate (cms). 0.03120 0.04845 0.00031 0.03978
Unit Runoff (mm/hr).... 107.85556 103.45608 113.12992 100.99020
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 = =
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| ##### |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
| # # |
80.000 = ###### # # =
| # # # # |
| # # # # |
| # # # # |
| # # # # |
| # ##### # |
| # # |
| # # |
| # ##### |
| # ##### |
40.000 = # # =
| # # |
| ##### # |
| # ##### |
| # ###### |
##### # |
# ##### |
# ##### |
# ##### |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE TEWANTIN
EXISTING CASE - 1 YEAR -
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 66.0 meters. Maximum Elevation : 8.59 meters.
Main Channel Length : 66.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 66.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 55.0 meters. Maximum Elevation : 8.19 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 7.62 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 15.0 Max Topwidth : 39.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 4.02E+01 m
" " : 0.045 Beyond Station 25.0 Max left bank area : 2.83 m^2
Max right bank area : 2.83 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.90 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 5248
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 5.72 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 10.0 Max Topwidth : 29.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.02E+01 m
" " : 0.045 Beyond Station 20.0 Max left bank area : 1.88 m^2
Max right bank area : 1.88 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4845
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4250
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 9.52 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 20.0 Max Topwidth : 49.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 5.02E+01 m
" " : 0.045 Beyond Station 30.0 Max left bank area : 3.78 m^2
Max right bank area : 3.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5338
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 78.0 meters. Maximum Elevation : 7.69 meters.
Main Channel Length : 78.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 78.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3851
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 42.0 meters. Maximum Elevation : 5.69 meters.
Main Channel Length : 42.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 42.0 meters. Maximum Section Area : 3.82 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 5.0 Max Topwidth : 19.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.02E+01 m
" " : 0.045 Beyond Station 15.0 Max left bank area : 0.93 m^2
Max right bank area : 0.93 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 20.0 meters. Maximum Elevation : 6.17 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 14.87 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.86 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 5.01 m^2
Max right bank area : 5.55 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.30 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14a14bo
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 66.0000 Natural 6.6692 0.0450 34.8760 0.2000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 4342 55.0000 Natural 7.6192 0.0450 39.8760 0.2000
5 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
6 3534 10.0000 Natural 3.9400 0.0350 9.9000 0.4000
7 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
8 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
9 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
10 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
11 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
12 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
13 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
14 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
15 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
16 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
17 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
18 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
19 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
20 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
21 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
22 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
23 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
24 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
25 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
26 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
27 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
28 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
29 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
30 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
31 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
32 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
33 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
34 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
35 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
36 5248 58.0000 Natural 5.7192 0.0450 29.8760 0.2000
37 4845 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
38 4250 58.0000 Natural 9.5192 0.0450 49.8760 0.2000
39 5338 78.0000 Natural 6.6692 0.0450 34.8760 0.2000
40 3851 42.0000 Natural 3.8192 0.0450 19.8760 0.2000
41 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
42 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
43 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
44 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
45 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
46 3635o 20.0000 Natural 14.8725 0.0350 41.8623 0.4000
47 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
48 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
49 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
50 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
51 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
52 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
53 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
54 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
55 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
56 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
57 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
58 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
59 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
60 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
61 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
62 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
63 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
64 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
65 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
66 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
67 14a14bo 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
68 14a14bu 10.0000 Circular 0.0707 0.0130 0.3000 0.3000
Total length of all conduits .... 2717.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5453 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4342 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5248 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4250 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5338 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14a14bu 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.10
5047 0.15
5114b 0.14
4342 0.12
3736 0.17
3534 0.99
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5248 0.12
4845 0.12
4250 0.12
5338 0.09
3851 0.16
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
3836o 0.19
3635o 0.47
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14a14bo 0.98
14a14bu 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.2518E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.1000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.7000 8.5000 0.0000 0.0000 100.0000
3 N52 10.0000 7.2000 7.0000 0.0000 0.0000 100.0000
4 N38 10.0000 6.4000 5.0000 0.0000 0.0000 100.0000
5 N51 10.0000 5.0000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
7 N50 10.0000 5.9000 4.7000 0.0000 0.0000 100.0000
8 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
9 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
10 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
11 N43 10.0000 9.4000 9.2000 0.0000 0.0000 100.0000
12 N42 10.0000 7.5000 7.3000 0.0000 0.0000 100.0000
13 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
14 N36 10.0000 6.1700 4.4700 0.0000 0.0000 100.0000
15 N35 10.0000 5.6000 3.2000 0.0000 0.0000 100.0000
16 N34 10.0000 4.5000 4.1000 0.0000 0.0000 100.0000
17 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
18 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
19 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
20 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
21 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
22 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
23 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
24 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
25 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
26 N22 10.0000 3.9000 1.8600 0.0000 0.0000 100.0000
27 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
28 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
29 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
30 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
31 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
32 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
33 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
34 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
35 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
36 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
37 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
38 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
39 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
40 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
41 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
42 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
43 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
44 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
45 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
46 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
47 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
48 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160933.7350 21464.0650 No Ponding Normal 0 0.0000
2 N53 -161132.8250 14803.0350 No Ponding Normal 0 0.0000
3 N52 -168049.5300 21557.1050 No Ponding Normal 0 0.0000
4 N38 -171342.0350 13776.1850 No Ponding Normal 0 0.0000
5 N51 -183391.7200 13671.2150 No Ponding Normal 0 0.0000
6 N48 -176025.4150 19815.8450 No Ponding Normal 0 0.0000
7 N50 -177291.3350 28776.7250 No Ponding Normal 0 0.0000
8 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
9 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
10 N45 -183781.4150 18191.7850 No Ponding Normal 0 0.0000
11 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
12 N42 -168854.7100 30176.4750 No Ponding Normal 0 0.0000
13 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
14 N36 -171002.6100 8477.4020 No Ponding Normal 0 0.0000
15 N35 -176413.7050 7885.9300 No Ponding Normal 0 0.0000
16 N34 -180869.7350 7741.9235 No Ponding Normal 0 0.0000
17 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
18 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
19 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
20 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
21 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
22 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
23 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
24 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
25 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
26 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
27 N21 -185150.2150 10420.6175 No Ponding Normal 0 0.0000
28 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
29 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
30 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
31 N17 -189367.5450 11390.8700 No Ponding Normal 0 0.0000
32 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
33 N15 -194635.3350 18302.1200 No Ponding Normal 0 0.0000
34 N14B -191784.3100 13315.6200 No Ponding Normal 0 0.0000
35 N14A -195516.3200 13900.7250 No Ponding Normal 0 0.0000
36 N13 -199544.1450 14155.5750 No Ponding Normal 0 0.0000
37 N12 -202640.9100 14379.8100 No Ponding Normal 0 0.0000
38 N11 -207024.4300 14873.4250 No Ponding Normal 0 0.0000
39 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
40 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
41 N8 -207636.5450 6126.5595 No Ponding Normal 0 0.0000
42 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
43 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
44 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
45 N4 -211049.3300 11314.7800 No Ponding Normal 0 0.0000
46 N3 -210711.3350 16862.2550 No Ponding Normal 0 0.0000
47 N2 -213577.0250 20559.9200 No Ponding Normal 0 0.0000
48 N1 -214633.7250 25034.5200 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N52 8.9000 7.0000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 5114b N51 N14B 4.8000 3.0000 No Design
4 4342 N43 N42 9.2000 7.3000 No Design
5 3736 N37 N30 7.0000 5.5200 No Design
6 3534 N35 N34 4.2000 4.1000 No Design
7 3422 N34 N22 4.1000 3.4000 No Design
8 3130 N31 N30 7.5000 5.7000 No Design
9 3024 N30 N24 4.2000 2.8600 No Design
10 3036 N30 N36 5.6200 5.5200 No Design
11 2827 N28 N27 8.3000 6.7000 No Design
12 2726 N27 N26 6.7000 6.5000 No Design
13 2629 N26 N29 6.5000 6.4000 No Design
14 2930 N29 N30 6.4000 5.6200 No Design
15 2725 N27 N25 5.3500 4.8700 No Design
16 2524 N25 N24 4.8700 2.8600 No Design
17 2422 N24 N22 2.5900 1.8600 No Design
18 L575 N23 N22 4.7000 3.4000 No Design
19 2117 N21 N17 3.0000 2.9500 No Design
20 1714B N17 N14B 2.8500 2.8000 No Design
21 1716 N17 N16 1.7500 1.3500 No Design
22 1615 N16 N15 1.3400 1.2100 No Design
23 1614A N16 N14A 1.6500 1.6000 No Design
24 4514B N45 N14B 3.5000 2.8500 No Design
25 4515 N45 N15 2.5000 1.2100 No Design
26 1502 N15 N2 1.2100 1.0500 No Design
27 14A13 N13 N14A 1.8600 1.6000 No Design
28 1312 N13 N12 1.8600 1.6800 No Design
29 1211 N12 N11 1.6800 1.3400 No Design
30 1103 N11 N3 1.3400 1.1000 No Design
31 0912 N9 N12 3.5000 2.0000 No Design
32 0908 N9 N8 2.5000 2.0000 No Design
33 0811 N8 N11 3.0000 2.0000 No Design
34 0804 N8 N4 2.0000 1.7000 No Design
35 0201 N2 N1 1.0500 0.9300 No Design
36 5248 N52 N48 7.0000 4.8000 No Design
37 4845 N48 N45 4.6000 3.5000 No Design
38 4250 N42 N50 7.3000 5.7000 No Design
39 5338 N53 N38 8.5000 6.0000 No Design
40 3851 N38 N51 6.1500 4.8000 No Design
41 4746o N47 N46 4.6000 4.0000 No Design
42 4746u N47 N46 3.6000 3.0000 No Design
43 4645o N46 N45 4.0000 3.5000 No Design
44 4645u N46 N45 3.0000 2.5000 No Design
45 3836o N38 N36 6.0000 5.5200 No Design
46 3635o N36 N35 5.7700 5.2000 No Design
47 2217o N22 N17 3.4000 2.9500 No Design
48 2217u N22 N17 1.8600 1.7500 No Design
49 2019o N20 N19 7.0000 6.0000 No Design
50 2019u N20 N19 6.0000 4.5000 No Design
51 1918o N19 N18 6.0000 3.0000 No Design
52 1918u N19 N18 4.5000 1.9000 No Design
53 1817o N18 N17 3.0000 2.9500 No Design
54 1817u N18 N17 1.9000 1.7500 No Design
55 1009o N10 N9 4.6000 3.5000 No Design
56 1009u N10 N9 3.6000 2.5000 No Design
57 0706o N7 N6 5.0000 4.5000 No Design
58 0706u N7 N6 4.0000 3.5000 No Design
59 0604o N6 N4 4.5000 2.8000 No Design
60 0604u N6 N4 3.5000 1.7000 No Design
61 0504o N5 N4 4.3000 2.8000 No Design
62 0504u N5 N4 3.3000 1.7000 No Design
63 0403o N4 N3 2.8000 2.0000 No Design
64 0403u N4 N3 1.7000 1.1000 No Design
65 0302o N3 N2 1.8200 1.8100 No Design
66 0302u N3 N2 1.1000 1.0500 No Design
67 14a14bo N14B N14A 2.9900 2.5000 No Design
68 14a14bu N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE TEWANTIN
EXISTING CASE
Title from immediately preceding computational layer
EAGLE DRIVE TEWANTIN
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 35
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.15
#################################################
# Element numbers of interface inlet locations: #
#################################################
N54 N52 N48 N43 N42 N50 N47
N45 N53 N38 N37 N31 N28 N27
N35 N23 N22 N21 N20 N19 N18
N17 N10 N8 N7 N6 N5 N4
N11 N2 N26 N29 N30 N36 N51
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file Section 3
was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 8.2971 0.0288
5047 2.8812 0.0234
5114b 3.5733 0.0360
4342 10.3858 0.0345
3736 14.9983 0.0296
3534 5.8173 0.0100
3422 6.0122 0.0175
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
5248 8.1651 0.0379
4845 2.5500 0.0183
4250 11.5986 0.0276
5338 8.7547 0.0321
3851 5.0145 0.0321
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
3836o 9.9729 0.0120
3635o 35.6736 0.0285
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14a14bo 75.9084 0.0490
14a14bu 0.1368 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 8.50 N52/ 0.00 / 7.00
N38/ 0.00 / 5.00 N51/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50/ 0.00 / 4.70 N47/ 0.00 / 3.60 N46/ 0.00 / 3.00
N45/ 0.00 / 2.50 N43/ 0.00 / 9.20 N42/ 0.00 / 7.30
N37/ 0.00 / 7.00 N36/ 0.00 / 4.47 N35/ 0.00 / 3.20
N34/ 0.00 / 4.10 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.00/ 7.00 5047/ 3.60/ 3.60 5114b/ 1.80/ 1.80
4342/ 7.30/ 7.30 3736/ 4.20/ 4.20 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 5248/ 3.60/ 3.60
4845/ 2.50/ 2.50 4250/ 4.70/ 4.70 5338/ 5.00/ 5.00
3851/ 3.80/ 3.80 4746o/ 3.00/ 3.00 4746u/ 3.00/ 3.00
4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50 3836o/ 4.47/ 4.47
3635o/ 3.20/ 3.20 2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75
2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90
1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75
1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50
0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70
0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10
0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 270.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 3.4418 8.6045 5.0000
N51 4.5188 11.2971 40.0000
N48 3.8670 9.6675 55.0000
N50 3.3586 8.3965 70.0000
N47 4.8372 12.0930 105.0000
N46 3.6803 9.2007 0.0000
N45 0.9511 2.3778 18565.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 3.1686 7.9216 30.0000
N35 5.2973 13.2432 0.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 0.3933 0.9833 820.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 2.9194 7.2984 245.0000
N26 50.0000 50.0000 0.0000
N25 3.3204 8.3011 5.0000
N24 2.1569 5.3923 5.0000
N23 50.0000 50.0000 0.0000
N22 4.8367 12.0917 0.0000
N21 2.9820 7.4551 85.0000
N20 50.0000 50.0000 0.0000
N19 50.0000 50.0000 0.0000
N18 10.7983 26.9957 0.0000
N17 22.3643 50.0000 0.0000
N16 16.7854 41.9635 0.0000
N15 24.7783 50.0000 0.0000
N14B 0.7773 1.9431 1070.0000
N14A 11.3023 28.2558 0.0000
N13 17.7735 44.4336 0.0000
N12 50.0000 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N10 45.7276 50.0000 0.0000
N9 44.3995 50.0000 0.0000
N8 25.0169 50.0000 0.0000
N7 1.6508 4.1269 205.0000
N6 1.3957 3.4893 25.0000
N5 41.8028 50.0000 0.0000
N4 35.2878 50.0000 0.0000
N3 50.0000 50.0000 0.0000
N2 50.0000 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N45
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 9.5000 -0.0087 0.0132 Normal Soln
5047 46.8065 46.8065 50.0000 0.0000 -0.0011 0.1007 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0033 0.0340 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0003 0.0093 Normal Soln
3736 41.6056 41.6056 50.0000 0.0000 -0.0007 0.0088 Normal Soln
3534 18.2164 18.2164 50.0000 0.0000 -0.0060 0.0114 Normal Soln
3422 50.0000 50.0000 50.0000 0.0000 0.0002 0.0068 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0006 0.0138 Normal Soln
3024 7.9844 7.9844 18.5810 0.0000 -0.0064 1.9896 Normal Soln
3036 17.3599 17.3599 50.0000 0.0000 -0.0143 0.0367 Normal Soln
2827 35.5113 35.5113 50.0000 0.0000 0.0007 0.0145 Normal Soln
2726 13.1081 13.1081 50.0000 0.0000 0.0032 0.0053 Normal Soln
2629 50.0000 50.0000 50.0000 0.0000 0.0004 0.0134 Normal Soln
2930 34.6159 34.6159 50.0000 0.0000 -0.0011 0.0302 Normal Soln
2725 5.0161 5.0161 12.8171 0.0000 0.0022 2.4734 Normal Soln
2524 16.9712 16.9712 32.6160 0.0000 -0.0019 2.0543 Normal Soln
2422 7.2792 7.2792 16.9699 0.0000 0.0089 1.6131 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0011 0.0751 Normal Soln
2117 11.4318 11.4318 28.3606 0.0000 0.0039 0.0441 Normal Soln
1714B 28.0708 28.0708 50.0000 0.0000 -0.0011 0.0222 Normal Soln
1716 5.2361 5.2361 13.9099 0.0000 0.0101 0.9900 Normal Soln
1615 4.5807 4.5807 11.7390 0.0000 0.0061 2.6795 Normal Soln
1614A 2.3042 2.3042 8.3581 4.0000 0.0062 1.6749 Normal Soln
4514B 15.3167 15.3167 25.4882 0.0000 0.0020 0.0146 Normal Soln
4515 5.6577 5.6577 12.8680 0.0000 0.0031 1.9394 Normal Soln
1502 16.2352 16.2352 35.9912 0.0000 0.0072 3.9441 Normal Soln
14A13 4.6332 4.6332 27.7667 0.0000 -0.0074 0.0815 Normal Soln
1312 7.4360 7.4360 40.9374 0.0000 0.0062 0.0829 Normal Soln
1211 22.0687 22.0687 50.0000 0.0000 0.0045 0.0573 Normal Soln
1103 16.1580 16.1580 50.0000 0.0000 0.0032 0.0417 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 15.6450 15.6450 50.0000 0.0000 -0.0011 1.2080 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0804 14.6899 14.6899 47.5684 0.0000 0.0015 1.6160 Normal Soln
0201 3.1035 3.1035 7.4446 315.8333 0.0117 0.0360 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0008 0.0215 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 -0.0020 0.0912 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0005 0.0178 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0008 0.0118 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 50.0000 50.0000 50.0000 0.0000 0.0001 0.0001 Normal Soln
4746u 5.4896 5.4896 17.8421 0.0000 0.0014 1.5496 Normal Soln
4645o 50.0000 50.0000 50.0000 0.0000 0.0002 0.0008 Normal Soln
4645u 7.1906 7.1906 24.6957 0.0000 0.0043 2.3446 Normal Soln
3836o 40.8121 40.8121 50.0000 0.0000 0.0004 0.0128 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 6.8581 6.8581 16.6120 0.0000 0.0080 2.8535 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 7.4353 7.4353 12.7830 0.0000 0.0016 0.7363 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 21.5168 21.5168 49.7774 0.0000 0.0035 0.9467 Normal Soln
1817o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1817u 4.5357 4.5357 11.4034 0.0000 0.0032 2.2064 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 15.9454 15.9454 31.1226 0.0000 -0.0016 0.8695 Normal Soln
0706o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0706u 6.9219 6.9219 25.2661 0.0000 -0.0019 1.8456 Normal Soln
0604o 50.0000 50.0000 50.0000 0.0000 0.0051 0.0033 Normal Soln
0604u 9.6427 9.6427 20.5568 0.0000 0.0021 2.0395 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 16.0604 16.0604 40.4206 0.0000 0.0016 1.3468 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 4.3663 4.3663 8.9974 0.0000 0.0039 0.7949 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.5096 3.5096 18.4107 0.0000 0.0024 0.3175 Normal Soln
14a14bo 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
14a14bu 1.8896 1.8896 4.9922 30.6667 -0.0072 2.5295 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...................................3036
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.00 / 6.00/ N51/ 1.00 / 4.80/ N48/ 1.00 / 4.60/
N50/ 1.00 / 5.70/ N47/ 0.00 / 3.60/ N46/ 0.00 / 3.00/
N45/ 0.00 / 2.50/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.15 / 5.62/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.01 / 4.21/
N29/ 0.00 / 6.40/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.02 / 1.88/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.02 / 1.36/ N15/ 0.03 / 1.24/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.01 / 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/ 0.01 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.45 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.15 /
2524/ 0.19 / 2422/ 0.27 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.35 /
1615/ 0.20 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.21 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.07 / 0201/ 0.09 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.17 /
4645o/ 0.00 / 4645u/ 0.11 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.21 /
2019o/ 0.00 / 2019u/ 0.31 / 1918o/ 0.00 /
1918u/ 0.21 / 1817o/ 0.00 / 1817u/ 0.16 /
1009o/ 0.00 / 1009u/ 0.10 / 0706o/ 0.00 /
0706u/ 0.06 / 0604o/ 0.00 / 0604u/ 0.23 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.28 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.37 / 5047/ 0.23 / 5114b/ 0.05 /
4342/ 0.26 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.06 / 3024/ 0.18 /
3036/ 3.22 / 2827/ 0.02 / 2726/ 8.92 /
2629/ 0.45 / 2930/ 0.20 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.03 / 1714B/ 1.64 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.15 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.10 /
0912/ 0.13 / 0908/ 0.15 / 0811/ 0.00 /
0804/ 0.18 / 0201/ 0.27 / 5248/ 0.31 /
4845/ 0.22 / 4250/ 0.36 / 5338/ 1.76 /
3851/ 0.03 / 4746o/ 0.00 / 4746u/ 0.12 /
4645o/ 0.10 / 4645u/ 0.12 / 3836o/ 3.27 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.29 /
2019o/ 0.00 / 2019u/ 0.18 / 1918o/ 0.00 /
1918u/ 0.24 / 1817o/ 0.00 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.06 /
0706u/ 0.12 / 0604o/ 0.10 / 0604u/ 0.15 /
0504o/ 0.00 / 0504u/ 0.12 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.00 / 0302u/ 1.50 /
14a14bo/ 0.00 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.00 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.00 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.29 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.02 / N15/ 0.03 /
N14B/ 1.20 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.01 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.01 /
N3/ 0.00 / N2/ 0.02 / N1/ 0.00 /
Junction/ Freeboard
N54/ 1.10 / N53/ 1.50 / N52/ 3.00 /
N38/ 4.00 / N51/ 5.20 / N48/ 5.40 /
N50/ 4.30 / N47/ 6.40 / N46/ 7.00 /
N45/ 7.50 / N43/ 0.80 / N42/ 2.70 /
N37/ 3.00 / N36/ 4.38 / N35/ 5.80 /
N34/ 5.90 / N31/ 2.50 / N30/ 5.79 /
N29/ 3.60 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.40 /
N23/ 5.30 / N22/ 8.12 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.64 / N15/ 8.76 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.94 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.02 /
N38/ 1.06 / N51/ 1.01 / N48/ 1.03 /
N50/ 1.04 / N47/ 1.01 / N46/ 1.02 /
N45/ 1.08 / N43/ 0.02 / N42/ 0.02 /
N37/ 0.05 / N36/ 1.23 / N35/ 1.01 /
N34/ 0.02 / N31/ 0.02 / N30/ 1.44 /
N29/ 0.08 / N28/ 0.06 / N27/ 1.36 /
N26/ 0.06 / N25/ 0.57 / N24/ 0.94 /
N23/ 0.10 / N22/ 0.97 / N21/ 1.03 /
N20/ 0.26 / N19/ 0.29 / N18/ 0.87 /
N17/ 0.69 / N16/ 1.32 / N15/ 0.95 /
N14B/ 1.15 / N14A/ 0.86 / N13/ 0.50 /
N12/ 0.51 / N11/ 0.56 / N10/ 0.18 /
N9/ 0.28 / N8/ 0.54 / N7/ 0.98 /
N6/ 1.01 / N5/ 0.20 / N4/ 0.57 /
N3/ 0.53 / N2/ 0.54 / N1/ 0.54 /
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/ 0.01 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.16 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.00 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Final Volume
5453/ 0.10 / 5047/ 0.09 / 5114b/ 0.02 /
4342/ 0.06 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.06 /
3036/ 2.91 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.16 / 2930/ 0.08 / 2725/ 0.01 /
2524/ 0.01 / 2422/ 0.08 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.07 /
1615/ 0.12 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.06 / 1502/ 0.45 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.18 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.14 / 5248/ 0.07 /
4845/ 0.11 / 4250/ 0.08 / 5338/ 0.55 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.47 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.10 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.09 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.02 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.32 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.02 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.01 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.21/ 2.87/
3036/ 5.62/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.40 2930/ 6.40/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.88 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.36/
1615/ 1.36/ 1.24 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.24 1502/ 1.24/ 1.06 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/ 1.88/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.06/ 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........ 6906
Total number of time steps during simulation.... 5364
Ratio of actual # of time steps / NTCYC......... 1.242
Average number of iterations per time step...... 1.287
Average time step size(seconds)................ 4.027
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.697
Average minimum implicit time step (sec)........ 1.674
Average minimum junction time step (sec)........ 1.674
Average Courant Factor Tf....................... 1.674
Number of times omega reduced................... 6
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N54 0 1.00 5372 0 3 0 0 0
N53 0 1.00 5364 0 1 0 0 0
N52 0 1.03 5548 0 7 0 0 0
N38 0 1.02 5487 1 12 1 0 0
N51 0 1.02 5469 1 27 1 1 0
N48 0 1.08 5797 0 7 0 0 0
N50 0 1.12 6020 1 21 1 0 0
N47 0 1.10 5922 0 7 0 0 0
N46 0 1.13 6047 0 6 0 0 0
N45 0 1.33 7150 1 14 1 0 0
N43 0 1.00 5375 0 4 0 0 0
N42 0 1.07 5727 0 4 0 0 0
N37 0 1.03 5518 0 6 0 0 0
N36 0 1.10 5874 0 7 0 0 0
N35 0 1.01 5432 1 12 1 0 0
N34 0 1.02 5446 0 6 0 0 0
N31 0 1.06 5689 0 7 0 0 0
N30 0 1.25 6688 0 9 0 0 0
N29 0 1.09 5867 0 6 0 0 0
N28 0 1.07 5716 0 6 0 0 0
N27 0 1.20 6453 0 6 0 0 0
N26 0 1.02 5450 0 5 0 0 0
N25 0 1.20 6454 0 5 0 0 0
N24 0 1.37 7368 0 6 0 0 0
N23 0 1.14 6132 0 7 0 0 0
N22 0 1.27 6826 0 7 0 0 0
N21 0 1.37 7327 0 7 0 0 0
N20 0 1.09 5855 0 6 0 0 0
N19 0 1.23 6605 0 6 0 0 0
N18 0 1.24 6670 0 6 0 0 0
N17 0 1.54 8256 0 6 0 0 0
N16 0 1.61 8655 1 14 3 0 0
N15 0 1.33 7150 0 6 0 0 0
N14B 0 1.32 7084 0 12 2 0 0
N14A 0 1.55 8317 0 12 4 0 0
N13 0 1.43 7667 0 7 0 0 0
N12 0 1.35 7243 0 6 0 0 0
N11 0 1.37 7334 0 11 1 0 0
N10 0 1.06 5662 0 5 0 0 0
N9 0 1.10 5915 0 4 0 0 0
N8 0 1.12 6007 0 5 0 0 0
N7 0 1.08 5786 0 5 0 0 0
N6 0 1.23 6589 0 15 1 0 0
N5 0 1.06 5676 0 5 0 0 0
N4 0 1.31 7043 0 6 0 0 0
N3 0 1.60 8568 0 8 0 0 0
N2 0 1.58 8489 0 6 0 0 0
N1 0 1.49 7973 0 8 0 0 0
Total number of iterations for all junctions.. 310062
Minimum number of possible iterations......... 257472
Efficiency of the simulation.................. 1.20
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N54 10.0000 9.1000 8.9170 0 26 0.0000 1.0830 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5173 0 26 0.0000 1.4827 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0221 0 31 0.0000 2.9779 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0596 0 37 0.0000 3.9404 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8137 0 25 0.0000 5.1863 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6300 0 27 0.0000 5.3700 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7363 0 31 0.0000 4.2637 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6077 0 25 0.0000 5.3923 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0231 0 30 0.0000 5.9769 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5792 0 27 0.0000 6.4208 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2163 0 26 0.0000 0.7837 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3202 0 27 0.0000 2.6798 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0504 0 25 0.0000 2.9496 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.7011 0 35 0.0000 4.2989 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2136 0 25 0.0000 5.7864 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1176 0 26 0.0000 5.8824 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5159 0 25 0.0000 2.4841 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.6445 0 27 0.0000 4.3555 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.4823 0 25 0.0000 3.5177 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3609 0 25 0.0000 1.6391 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7084 0 25 0.0000 3.2916 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.5603 0 26 0.0000 3.4397 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.4412 0 26 0.1962 4.5588 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 3.5325 0 26 0.2225 6.4675 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.7991 0 25 0.0000 5.2009 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 2.8280 0 25 0.0000 7.1720 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0333 0 25 0.0000 6.9667 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.2551 0 25 0.0000 3.7449 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.7907 0 25 0.0000 5.2093 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 2.7711 0 25 0.0000 7.2289 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.4445 0 25 0.0000 7.5555 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.6577 0 25 0.2577 7.3423 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.1552 0 26 0.1202 7.8448 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 2.9489 0 31 0.0000 7.0511 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.4590 0 26 0.0000 7.5410 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.3586 0 26 0.0000 7.6414 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.1905 0 28 0.0000 7.8095 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 1.8986 0 30 0.0000 8.1014 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.7785 0 23 0.0000 6.2215 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 2.7767 0 25 0.0000 7.2233 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 2.5392 0 25 0.0000 7.4608 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 4.9813 0 25 0.0000 5.0187 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5101 0 25 0.0000 5.4899 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.4952 0 25 0.0000 6.5048 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.2703 0 25 0.0000 7.7297 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.6265 0 27 0.0000 8.3735 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.5931 0 27 0.0000 8.4069 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.4725 0 27 0.0000 8.5275 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 0.0459 0 26 0.3892 0 0 0.0055 8.9170 7.0221 .0850 .1103
5047 2.8812 1.4600 200.0000 0.1404 0 31 0.4432 0 31 0.0487 5.7363 4.6274 .1814 .1370
5114b 3.5733 1.8108 200.0000 0.0348 0 25 0.2881 0 26 0.0097 4.8137 3.0106 .0687 .0528
4342 10.3858 1.3631 200.0000 0.0482 0 26 0.1973 0 0 0.0046 9.2163 7.3202 .0817 .1010
3736 14.9983 3.6090 400.0000 0.0626 0 25 0.7135 0 23 0.0042 7.0504 5.6445 .1261 .3113
3534 5.8173 1.4765 400.0000 0.0218 0 25 0.1472 0 23 0.0037 4.2136 4.1176 .0341 .0439
3422 6.0122 1.5213 400.0000 0.0174 0 26 0.1524 0 26 0.0029 4.1176 3.4045 .0439 .0112
3130 13.5508 2.2744 300.0000 0.0864 0 25 0.3042 0 25 0.0064 7.5159 5.7124 .0531 .0413
3024 0.4621 2.9058 450.0000 0.4311 0 30 2.7469 0 23 0.9328 5.6445 3.5325 3.210 1.494
3036 6.7857 1.4251 400.0000 -0.0990 0 25 -0.1697 0 35 -0.0146 5.6897 5.7011 .1743 .4527
2827 15.5945 3.7524 400.0000 0.1061 0 25 0.8598 0 25 0.0068 8.3609 6.7602 .1523 .1506
2726 18.5574 3.1124 300.0000 0.0487 0 25 0.0949 0 25 0.0026 6.7084 6.5603 .0281 .2011
2629 2.4524 0.5150 400.0000 0.0162 0 26 0.0994 0 32 0.0066 6.5603 6.4823 .1508 .2057
2930 11.6053 2.4373 400.0000 0.1731 0 25 0.7508 0 25 0.0149 6.4823 5.7020 .2057 .2049
2725 0.2218 2.0080 375.0000 0.2594 0 23 2.3406 0 23 1.1695 6.7084 5.4412 3.622 1.523
2524 0.2779 2.5163 375.0000 0.2536 0 23 2.4542 0 22 0.9124 5.4412 3.5325 1.523 1.793
2422 0.8401 2.9711 600.0000 0.6519 0 27 2.2982 0 27 0.7760 3.5325 2.8280 1.570 1.613
L575 4.4056 1.1111 300.0000 0.1580 0 25 0.4084 0 25 0.0359 4.7991 3.4729 .3303 .2431
2117 10.3655 2.0976 500.0000 0.0962 0 25 0.3527 0 25 0.0093 3.0333 2.9712 .0666 .0424
1714B 8.1188 0.9553 500.0000 -0.0905 0 31 -0.2168 0 31 -0.0112 2.9169 2.9489 .1338 .2978
1716 3.1532 3.6415 1050.000 1.5604 0 25 2.1569 0 27 0.4949 2.4445 2.6577 .6614 1.245
1615 0.7725 1.7486 750.0000 1.0196 0 25 2.3000 0 25 1.3199 2.6577 2.1552 1.756 1.260
1614A 0.7872 1.7819 750.0000 0.5407 0 25 1.1964 0 25 0.6869 2.6577 2.4590 1.343 1.145
4514B 28.0567 3.5017 450.0000 0.2048 0 27 0.9433 0 27 0.0073 3.5792 2.9489 .1761 .2197
4515 0.1942 2.7467 300.0000 0.1777 0 55 2.4868 0 55 0.9151 3.5792 2.1552 3.597 3.150
1502 0.6052 1.1322 825.0000 1.1874 0 26 2.5006 0 26 1.9619 2.1552 1.5931 1.145 .6583
14A13 16.6072 0.8411 1700.000 -0.6559 0 26 -0.3602 0 25 -0.0395 2.4590 2.3586 .3523 .4462
1312 15.7543 0.6101 1400.000 0.6516 0 26 0.3420 0 26 0.0414 2.3586 2.1905 .3562 .3646
1211 22.0747 0.6694 1700.000 0.6327 0 28 0.2572 0 26 0.0287 2.1905 1.8986 .3003 .3286
1103 34.9730 0.7240 2000.000 0.7247 0 30 0.3455 0 31 0.0207 1.8986 1.6265 .2793 .2633
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.7767 2.1905 .0000 .0000
0908 0.1628 1.4741 375.0000 0.0908 0 26 0.9869 0 13 0.5579 2.7767 2.5392 .7378 1.437
0811 6.0914 1.5476 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.8986 1.8986 .0000 .0000
0804 0.2208 1.3886 450.0000 0.1724 0 26 1.0511 0 25 0.7805 2.5392 2.2702 1.198 1.267
0201 142.3584 2.9703 2000.000 2.5446 0 27 1.3433 0 27 0.0179 1.5931 1.4725 .2716 .2712
5248 8.1651 1.4277 200.0000 0.0756 0 31 0.2229 0 31 0.0093 7.0221 4.8169 .1103 .0843
4845 2.5500 1.2922 200.0000 0.1092 0 27 0.3066 0 20 0.0428 4.6300 3.5792 .1498 .3961
4250 11.5986 1.2184 200.0000 0.1031 0 27 0.3720 0 0 0.0089 7.3202 5.7363 .1010 .1814
5338 8.7547 1.3127 200.0000 0.0515 0 26 0.2615 0 0 0.0059 8.5173 6.0596 .0866 .2981
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0596 4.8137 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.0008 0 25 0.1365 0 25 0.0000 4.6077 4.0231 .0192 .0579
4746u 0.1498 2.1194 300.0000 0.1005 0 25 1.4013 0 25 0.6711 4.6077 4.0231 3.359 3.410
4645o 15.8729 2.3953 400.0000 0.0064 0 30 0.0605 0 30 0.0004 4.0231 3.5792 .0579 .1981
4645u 0.1105 1.5637 300.0000 0.0960 0 27 1.3363 0 27 0.8681 4.0231 3.5792 3.410 3.597
3836o 9.9729 2.0945 400.0000 0.0640 0 37 0.1196 0 38 0.0064 6.0596 5.7011 .1491 .4527
3635o 35.6736 2.3986 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2136 4.2136 .0000 .0000
2217o 14.0423 1.9555 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4445 2.4445 .0000 .0000
2217u 0.6241 1.4127 750.0000 0.8759 0 25 2.1085 0 24 1.4034 2.8280 2.4445 1.290 .9260
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.7907 4.7907 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.2344 0 25 2.3469 0 25 0.3677 6.2551 4.7907 .5669 .6459
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.7711 2.7711 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.4469 0 25 2.2100 0 25 0.4734 4.7906 2.7711 .4844 1.451
1817o 9.1593 0.8118 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4445 2.4445 .0000 .0000
1817u 0.5070 1.7932 600.0000 0.5582 0 25 1.9292 0 25 1.1009 2.7710 2.4445 1.451 1.157
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.7767 2.7767 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.0982 0 25 1.6066 0 23 0.4065 3.7785 2.7767 .4759 .7379
0706o 7.2322 2.1546 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.9812 4.5101 .0000 .0000
0706u 0.1248 1.7661 300.0000 0.0852 0 25 1.1876 0 25 0.6823 4.9812 4.5101 3.270 3.367
0604o 9.6606 3.5633 300.0000 0.0161 0 25 0.3479 0 25 0.0017 4.5101 2.8071 .0337 .0236
0604u 0.3116 2.8210 375.0000 0.3084 0 26 2.7730 0 26 0.9899 4.5101 2.2702 2.693 1.520
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.2702 2.2702 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.0913 0 25 1.5596 0 25 0.5927 3.4952 2.2702 .6506 1.900
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6265 1.6265 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.7569 0 25 2.2229 0 24 0.3925 2.2703 1.6265 .7604 .7020
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.5931 1.5931 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.4345 0 28 0.5432 0 28 0.1335 1.6265 1.5931 .8775 .9052
14a14bo 75.9084 3.3944 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4590 2.4590 .0000 .0000
14a14bu 0.1368 1.9347 300.0000 0.1433 0 40 2.0031 0 40 1.0481 2.9489 2.4590 3.829 2.863
FREE # 1 Undefnd Undefnd Undefn 2.5446 0 27
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
5453 0.1667 359.8333 0.0000 0.0000 0.0105 0.3656 0.0024
5047 7.5000 0.0000 0.0000 352.5000 0.0323 0.3192 0.0141
5114b 9.2083 0.0000 0.0000 350.7917 0.0123 0.1207 0.0035
4342 0.1667 359.8333 0.0000 0.0000 0.0093 0.3694 0.0024
3736 0.1667 7.3889 0.0000 352.4444 0.0411 0.2691 0.0346
3534 8.5833 351.4167 0.0000 0.0000 0.0152 0.1495 0.0022
3422 8.5833 0.0000 0.0000 351.4167 0.0116 0.1144 0.0017
3130 0.1667 0.0000 0.0000 359.8333 0.0143 0.2839 0.0043
3024 0.1667 8.8056 0.0000 351.0278 0.1294 0.1637 2.6839
3036 14.4583 0.0000 345.5417 0.0000 0.0678 0.6379 0.0212
2827 0.1667 0.0000 0.0000 359.8333 0.0298 0.1234 0.0521
2726 356.4167 3.5833 0.0000 0.0000 0.0293 0.5833 0.0026
2629 0.2500 359.7500 0.0000 0.0000 0.0343 0.1704 0.0068
2930 0.2500 0.0000 0.0000 359.7500 0.0404 0.2307 0.0616
2725 0.1667 359.8333 0.0000 0.0000 0.1082 0.1139 2.0618
2524 0.1667 9.6111 0.0000 350.2222 0.1120 0.1136 1.3341
2422 0.1667 359.8333 0.0000 0.0000 0.1679 0.2905 2.1750
L575 0.1667 0.0000 0.0000 359.8333 0.0437 0.3868 0.0351
2117 5.8333 0.0000 0.0000 354.1667 0.0277 0.2729 0.0096
1714B 341.2222 0.0000 18.7778 0.0000 0.0531 0.4182 0.0234
1716 0.1667 354.3333 0.0000 5.5000 0.2856 0.7262 2.1508
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4521 2.6021
1614A 9.2083 56.2500 294.5417 0.0000 0.2281 0.4608 1.1160
4514B 322.3750 12.4167 0.0000 25.2083 0.0430 0.2655 0.0746
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.3108
1502 0.1667 359.8333 0.0000 0.0000 0.2340 0.4759 1.8540
14A13 109.2500 250.7500 0.0000 0.0000 0.2988 1.8245 0.2441
1312 109.3750 250.6250 0.0000 0.0000 0.2392 1.9120 0.1717
1211 12.5417 347.4583 0.0000 0.0000 0.2085 2.6718 0.1303
1103 0.1667 359.8333 0.0000 0.0000 0.3318 2.1173 0.1841
0912 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0908 0.1667 359.8333 0.0000 0.0000 0.1041 0.0979 0.3692
0811 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0804 0.1667 359.8333 0.0000 0.0000 0.1312 0.1654 0.5785
0201 0.1667 359.8333 0.0000 0.0000 0.3427 1.8944 0.7291
5248 0.1667 0.0000 0.0000 359.8333 0.0114 0.3413 0.0042
4845 8.3333 37.3333 0.0000 314.3333 0.0515 0.5119 0.0116
4250 0.3333 352.5000 0.0000 7.1667 0.0182 0.9075 0.0032
5338 0.1667 352.3750 0.0000 7.4583 0.0268 0.9287 0.0021
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 355.3611 4.6389 0.0000 0.0000 0.0057 0.0097 0.0015
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.4149
4645o 348.4167 11.5833 0.0000 0.0000 0.0236 0.1065 0.0031
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.4034
3836o 7.5833 352.4167 0.0000 0.0000 0.0589 0.5382 0.0143
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 0.2182 0.4355 1.6644
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1248 0.1000 0.6395
1918o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 359.8333 0.0000 0.0000 0.1541 0.2047 1.2697
1817o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1817u 0.1667 359.8333 0.0000 0.0000 0.1817 0.2917 1.5037
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.0987 0.0646 0.3314
0706o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0706u 0.1667 359.8333 0.0000 0.0000 0.0870 0.0728 1.1818
0604o 357.6389 0.0000 0.0000 2.3611 0.0083 0.0462 0.0030
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.1781
0504o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0504u 0.1667 359.8333 0.0000 0.0000 0.0813 0.0588 0.5951
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2239 0.3424 1.1947
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 0.8009 0.2901
14a14bo 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14a14bu 9.1667 350.8333 0.0000 0.0000 0.0839 0.0727 1.7824
*===========================================*
| 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 0.0039 83.4107 0.0002 0.9989 0.1643 0.0033 0.0878 2.8941
5047 0.0150 323.8661 0.0006 0.9760 1.0511 0.0085 0.0841 0.0350
5114b 0.0027 58.5703 0.0001 0.9687 1.0574 0.0026 0.0257 0.0350
4342 0.0038 81.3200 0.0002 0.9989 0.1988 0.0027 0.0782 2.8941
3736 0.0040 86.5526 0.0002 0.9989 1.1832 0.0066 0.0202 1.2863
3534 0.0012 26.9814 0.0001 0.9715 0.1889 0.0029 0.0281 0.0350
3422 0.0012 26.9936 0.0001 0.9713 0.5424 0.0023 0.0227 0.0450
3130 0.0061 130.8703 0.0003 0.9989 1.0680 0.0029 0.0570 2.2510
3024 0.0420 906.1752 0.0016 0.9989 1.5709 0.0498 0.0368 0.8361
3036 -0.0142 -305.7183 0.0006 0.9452 0.0000 0.0378 0.2850 0.0201
2827 0.0069 149.8796 0.0004 0.9989 1.2672 0.0073 0.0205 1.2863
2726 0.0003 5.5841 0.0001 0.0244 0.0053 0.0225 0.0195 0.0200
2629 0.0015 32.6318 0.0001 0.9989 0.1381 0.0121 0.0359 2.2510
2930 0.0132 284.5535 0.0005 0.9989 0.7866 0.0120 0.0438 1.2863
2725 0.0190 410.2891 0.0010 0.9989 1.2419 0.0341 0.0232 0.8361
2524 0.0190 409.4062 0.0010 0.9957 1.7974 0.0316 0.0187 0.0130
2422 0.0611 1318.7917 0.0023 0.9989 0.9439 0.0660 0.0686 0.8361
L575 0.0109 236.1819 0.0006 0.9989 0.5796 0.0112 0.0670 2.8941
2117 0.0060 129.6125 0.0007 0.9834 0.9737 0.0050 0.0490 0.0200
1714B -0.0028 -61.2640 0.0002 0.1286 0.0000 0.0057 0.0383 0.0207
1716 0.1320 2852.1190 0.0056 0.9989 1.0728 0.0926 0.1559 Section 4
0.8361
1615 0.1140 2462.3105 0.0039 0.9959 0.5498 0.0931 0.1448 0.0130
1614A 0.0182 392.6536 0.0022 0.9687 0.0387 0.0690 0.1025 0.0130
4514B 0.0105 226.6313 0.0006 0.2218 0.2112 0.0067 0.0326 0.0209
4515 0.0288 621.4140 0.0009 0.9989 0.6432 0.0425 0.0284 0.8361
1502 0.1429 3087.2328 0.0047 0.9989 0.7903 0.0973 0.1357 0.8361
14A13 -0.0286 -617.7763 0.0021 0.7377 0.0008 0.0715 0.2724 0.1231
1312 0.0288 621.1149 0.0018 0.7375 0.0396 0.0387 0.2493 0.1228
1211 0.0292 631.3720 0.0016 0.9536 0.0291 0.0424 0.3412 0.1235
1103 0.0439 947.3147 0.0020 0.9989 0.1400 0.0793 0.3932 8.0393
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0090 0.0911 0.0450
0908 0.0063 135.2544 0.0004 0.9989 0.6999 0.0282 0.0149 0.9004
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0804 0.0122 262.9682 0.0006 0.9989 0.5512 0.0387 0.0282 0.8361
0201 0.2469 5334.0358 0.0093 0.9989 0.5487 0.1013 0.4452 2.5726
5248 0.0078 169.5465 0.0003 0.9989 0.6393 0.0035 0.0845 2.8941
4845 0.0114 247.0775 0.0004 0.9720 0.8841 0.0112 0.1111 0.0350
4250 0.0091 196.8539 0.0003 0.9987 0.2523 0.0048 0.2039 2.6469
5338 0.0043 93.7384 0.0002 0.9989 0.0620 0.0100 0.3223 2.8941
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0007 0.0092 0.0450
4746o 0.0000 0.0562 0.0000 0.0311 0.0046 0.0003 0.0005 0.0211
4746u 0.0216 465.9980 0.0004 0.9989 1.2108 0.0285 0.0191 0.8361
4645o 0.0001 2.6251 0.0000 0.0802 0.0068 0.0033 0.0138 0.0212
4645u 0.0215 463.6619 0.0005 0.9989 0.6760 0.0309 0.0213 0.9004
3836o 0.0097 209.9163 0.0003 0.9754 0.0604 0.0366 0.2797 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 0.0771 1665.6234 0.0031 0.9989 0.7763 0.0809 0.0969 0.8361
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0201
2019u 0.0191 412.3018 0.0009 0.9989 1.7780 0.0348 0.0186 0.8361
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0261
1918u 0.0342 738.8814 0.0016 0.9989 1.1415 0.0498 0.0425 0.8361
1817o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0266
1817u 0.0436 942.0509 0.0020 0.9989 0.7135 0.0621 0.0619 0.8361
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
1009u 0.0062 134.9018 0.0003 0.9989 1.1791 0.0229 0.0096 0.9004
0706o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0001 0.0003 0.0247
0706u 0.0057 122.1361 0.0003 0.9989 0.7244 0.0254 0.0118 0.8361
0604o 0.0001 1.5398 0.0000 0.0158 0.0221 0.0001 0.0006 0.0206
0604u 0.0237 511.1701 0.0010 0.9989 1.4438 0.0351 0.0224 0.8361
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
0504u 0.0060 130.0744 0.0004 0.9989 0.6792 0.0254 0.0126 0.8361
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0403u 0.0539 1164.4488 0.0025 0.9989 2.4830 0.0592 0.0624 0.8361
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0219
0302u 0.0980 2116.7051 0.0020 0.9989 0.1273 0.0970 0.2134 0.4502
14a14bo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0350
14a14bu 0.0104 224.3539 0.0006 0.9687 0.2074 0.0335 0.0218 0.0130
FREE # 1 0.2470 5335.0786
*===============================================================*
| 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 0.0459 0.0000 0.9505 0.0130 0.0168 8.9170 7.0213 Max Flow
5047 0.1399 0.0000 1.1042 0.0273 0.0323 5.7363 4.6273 Max Flow
5114b 0.0348 0.0000 1.7954 0.0106 0.0119 4.8137 3.0106 Max Flow
4342 0.0482 0.0000 0.9861 0.0127 0.0163 9.2163 7.3200 Max Flow
3736 0.0626 0.0000 0.2680 0.0584 0.0501 7.0504 5.6086 Max Flow
3534 0.0217 0.0000 0.0696 0.0056 0.0123 4.2136 4.1171 Max Flow
3422 0.0174 0.0000 0.7117 0.0045 0.0095 4.1175 3.4045 Max Flow
3130 0.0864 0.0000 1.7936 0.0124 0.0139 7.5159 5.7124 Max Flow
3024 0.4310 1.1883 1.0749 0.4250 0.3443 5.5738 3.2853 Max Flow
3036 -0.0004 0.0000 0.0000 0.0024 0.0046 5.6220 5.6221 Max Flow
2827 0.1061 0.0000 1.5984 0.0724 0.0602 8.3609 6.7602 Max Flow
2726 0.0487 0.0000 0.0046 0.0072 0.0066 6.7084 6.5479 Max Flow
2629 0.0162 0.0000 0.0454 0.0336 0.0599 6.5603 6.4808 Max Flow
2930 0.1731 0.0000 0.7793 0.0874 0.0820 6.4823 5.7020 Max Flow
2725 0.2586 0.8457 0.6143 0.3501 0.3750 6.7016 5.2354 Max Flow
2524 0.2528 0.5214 1.4455 0.3484 0.2808 5.2275 3.2093 Max Flow
2422 0.6519 0.2806 0.4368 0.5196 0.3973 3.4864 2.7667 Max Flow
L575 0.1580 0.0000 1.3183 0.0729 0.0881 4.7991 3.4729 Max Flow
2117 0.0962 0.0000 0.0594 0.0212 0.0282 3.0333 2.9712 Max Flow
1714B 0.0000 0.0000 0.0000 0.0000 0.0000 2.8490 2.8490 Max Flow
1716 1.5604 -0.2632 0.1245 0.7115 0.5218 2.4442 2.6569 Max Flow
1615 1.0196 0.2760 0.2249 0.6209 0.7500 2.6574 2.1552 Max Flow
1614A 0.5405 0.1826 0.0225 0.4537 0.4567 2.6572 2.4570 Max Flow
4514B 0.2048 0.0000 0.5507 0.0937 0.0788 3.5792 2.9348 Max Flow
4515 0.1777 0.6882 1.0573 1.0145 0.2258 3.5145 1.7650 Max Flow
1502 1.1874 -0.0969 0.7126 0.6576 0.8250 2.1506 1.5903 Max Flow
14A13 0.0019 0.0000 0.0006 0.0094 0.0401 1.9094 1.9081 Max Flow
1312 0.6515 0.0000 0.1717 0.3118 0.4982 2.3586 2.1873 Max Flow
1211 0.6327 0.0000 0.2812 0.2981 0.5089 2.1905 1.8808 Max Flow
1103 0.7247 0.0000 0.2821 0.2290 0.5588 1.8986 1.6126 Max Flow
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0908 0.0907 0.1271 0.1807 0.2208 0.2001 2.7659 2.5054 Max Flow
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0804 0.1723 0.0931 0.1697 0.2918 0.2990 2.5139 2.2504 Max Flow
0201 2.5442 0.0000 0.1204 0.4552 0.5424 1.5930 1.4724 Max Flow
5248 0.0739 0.0000 2.2038 0.0167 0.0192 7.0221 4.8167 Max Flow
4845 0.1092 0.0000 0.1752 0.0232 0.0298 4.6300 3.5791 Max Flow
4250 0.1031 0.0000 0.3402 0.0165 0.0197 7.3202 5.7349 Max Flow
5338 0.0515 0.0000 0.0974 0.0137 0.0171 8.5173 6.0494 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.0008 0.0000 0.1832 0.0051 0.0047 4.6077 4.0150 Max Flow
4746u 0.1005 0.3329 0.2623 0.2455 0.1799 4.6070 4.0117 Max Flow
4645o 0.0064 0.0000 0.0072 0.0215 0.0220 4.0231 3.5781 Max Flow
4645u 0.0960 0.0773 0.3651 0.2406 0.2161 4.0213 3.5792 Max Flow
3836o 0.0640 0.0000 0.0100 0.0584 0.0592 6.0596 5.7006 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 0.8757 0.2011 0.2037 0.5792 0.7500 2.8138 2.4204 Max Flow
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2019u 0.2342 1.0999 0.4464 0.3408 0.1887 6.2551 4.7904 Max Flow
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1918u 0.4464 0.7148 1.1554 0.4379 0.2904 4.7904 2.7525 Max Flow
1817o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1817u 0.5574 0.1623 0.1732 0.4868 0.6000 2.7681 2.4320 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.0980 0.6210 0.5097 0.2299 0.1663 3.7741 2.7554 Max Flow
0706o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0706u 0.0852 0.2446 0.2260 0.2274 0.1819 4.9809 4.5098 Max Flow
0604o 0.0161 0.0000 1.7021 0.0091 0.0071 4.5101 2.8071 Max Flow
0604u 0.3084 0.5246 1.7390 0.9998 0.3042 4.4998 2.2340 Max Flow
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0504u 0.0913 0.5799 0.7295 0.2349 0.1661 3.4952 2.2696 Max Flow
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0403u 0.7565 0.4947 0.1217 0.5393 0.3263 2.2697 1.6101 Max Flow
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0302u 0.4344 0.0335 0.0007 0.2043 0.1247 1.6258 1.5924 Max Flow
14a14bo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
14a14bu 0.1433 0.4589 0.2143 0.2782 0.2618 2.8984 2.2204 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 23.6667 328.8333 7.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 22.5000 328.3333 9.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.1667 359.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.0000 351.5000 8.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 32.6667 318.8333 8.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 26.1667 333.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 345.6667 14.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 65.0000 228.3333 66.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 354.0000 0.0000 3.3333 0.0000 1.5000 0.0000 None
2524 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 349.0000 0.0000 0.0000 0.0000 9.8333 0.0000 None
L575 27.8333 332.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 40.1667 314.0000 5.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 18.6667 341.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.1667 1.0000 306.1667 18.3333 0.0000 0.0000 34.3333 0.0000 None
1615 0.8333 256.5000 2.3333 14.5000 22.5000 0.0000 63.3333 0.0000 None
1614A 0.0000 306.6667 0.0000 44.6667 2.3333 6.3333 0.0000 0.0000 None
4514B 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 282.8333 77.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 250.8333 109.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 4.1667 246.5000 109.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 347.6667 12.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.8333 359.0000 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 357.0000 0.0000 0.0000 0.0000 1.8333 0.0000 None
0811 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 283.8333 52.0000 0.0000 5.0000 0.0000 19.1667 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 24.1667 335.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 13.0000 338.6667 8.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 6.3333 353.3333 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 0.1667 359.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.5000 0.6667 321.8333 4.8333 0.0000 15.3333 16.8333 0.0000 None
4645o 0.0000 11.5000 348.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 316.5000 1.8333 0.0000 38.3333 2.1667 0.0000 None
3836o 0.0000 352.5000 7.5000 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 300.6667 59.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019u 0.0000 1.0000 359.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 3.8333 297.5000 0.0000 4.0000 0.0000 54.6667 0.0000 None
1009o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 354.5000 0.3333 0.0000 3.1667 0.8333 0.0000 None
0604o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 211.8333 144.1667 0.0000 0.0000 2.8333 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 309.8333 13.5000 0.0000 32.1667 4.5000 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 339.6250 339.6250 0.0000 0.0000
5047 0.0000 0.0000 0.0000 0.0000
5114b 0.0000 0.0000 292.7500 0.0000
4342 348.7917 357.0417 8.2500 0.0000
3736 7.3889 9.3056 182.0611 0.0000
3534 339.5417 339.5417 0.0000 0.0000
3422 0.0000 0.0000 291.4583 0.0000
3130 0.0000 1.5833 191.7083 0.0000
3024 0.0000 0.0000 349.2361 0.0000
3036 0.0000 0.0000 0.0000 0.0000
2827 0.2500 0.3889 52.3750 0.0000
2726 336.6667 336.6667 0.0000 0.0000
2629 60.1528 60.1667 0.0000 0.0000
2930 0.1944 0.3611 0.0000 0.0000
2725 0.0000 0.0000 341.0694 0.0000
2524 1.6389 3.0278 352.2500 0.0000
2422 325.0179 346.1250 87.3889 0.0000
L575 0.0000 3.0833 3.0833 0.0000
2117 0.0000 0.0000 295.9583 0.0000
1714B 0.0000 0.0000 0.0000 0.0000
1716 299.0000 309.7083 280.8333 0.0000
1615 229.2917 308.0000 0.0000 0.0000
1614A 0.0833 16.3889 0.0000 0.0000
4514B 12.2778 12.3056 316.3722 0.0000
4515 299.1250 301.6667 24.6250 0.0000
1502 3.0000 3.4167 59.6667 0.0000
14A13 303.8333 306.7500 0.0000 0.0000
1312 330.8106 337.0694 0.3333 0.0000
1211 337.8611 337.9306 0.0000 0.0000
1103 75.3889 80.1806 0.0000 0.0000
0912 0.0000 0.0000 0.0000 0.0000
0908 350.0833 354.1944 0.0000 0.0000
0811 0.0000 0.0000 0.0000 0.0000
0804 330.1270 352.6528 0.0000 0.0000
0201 4.3750 4.6250 0.0000 0.0000
5248 0.0000 8.2083 8.2083 0.0000
4845 34.6250 34.6250 0.0000 0.0000
4250 80.4583 80.5000 0.0000 0.0000
5338 352.3750 359.8333 7.4583 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 335.0278 335.0278 0.0000 0.0000
4746u 0.9167 298.2083 315.3333 0.0000
4645o 335.6111 335.6111 0.0000 0.0000
4645u 314.4167 314.4583 6.3333 0.0000
3836o 352.4167 352.4167 0.0000 0.0000
3635o 0.0000 0.0000 0.0000 0.0000
2217o 0.0000 0.0000 0.0000 0.0000
2217u 0.0000 0.0000 0.0000 0.0000
2019o 0.0000 0.0000 0.0000 0.0000
2019u 309.0833 357.0833 358.2500 0.0000
1918o 0.0000 0.0000 0.0000 0.0000
1918u 355.5000 355.5833 357.0833 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 284.5833 316.1667 2.1250 0.0000
1009o 0.0000 0.0000 0.0000 0.0000
1009u 318.3472 350.8750 310.6667 0.0000
0706o 0.0000 0.0000 0.0000 0.0000
0706u 323.2083 352.1667 9.9583 0.0000
0604o 0.0000 0.0000 335.7222 0.0000
0604u 345.8611 349.5972 350.6806 0.0000
0504o 0.0000 0.0000 0.0000 0.0000
0504u 350.8472 350.8472 13.0278 0.0000
0403o 0.0000 0.0000 0.0000 0.0000
0403u 50.2500 91.6250 338.4167 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 214.1667 357.0000 0.0000 0.0000
14a14bo 0.0000 0.0000 0.0000 0.0000
14a14bu 292.7917 312.5833 0.3750 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 0.1109 0.1487 0.1109 0.0125 0.0209 0.0125 0.1125 0.1407 0.1125 7.4226 9.2855 7.4226 0.0191
5047 0.1287 0.4400 0.1287 0.0000 0.1403 0.0000 0.0002 0.3189 0.0002 0.0083 14.9868 0.0083 0.0325
5114b 0.0843 0.2882 0.0843 0.0000 0.0348 0.0000 0.0000 0.1206 0.0000 0.0013 6.0308 0.0013 0.0123
4342 0.1149 0.1588 0.1149 0.0137 0.0207 0.0137 0.1196 0.1303 0.1196 6.5769 7.1638 6.5769 0.0180
3736 0.0000 0.2344 0.0000 0.0000 0.0626 0.0000 0.0000 0.2671 0.0000 0.0000 13.3533 0.0000 0.0897
3534 0.0228 0.1456 0.0228 0.0000 0.0218 0.0000 0.0000 0.1495 0.0000 0.0001 1.4950 0.0001 0.0153
3422 0.0324 0.1522 0.0324 0.0000 0.0174 0.0000 0.0000 0.1144 0.0000 0.0005 4.5752 0.0005 0.0117
3130 0.0647 0.3043 0.0647 0.0000 0.0864 0.0000 0.0000 0.2839 0.0000 0.0011 15.6141 0.0011 0.0143
3036 0.0000 0.1553 0.0000 0.0000 0.0990 0.0000 0.0000 0.6376 0.0000 0.0000 11.4765 0.0000 0.1380
2827 0.0000 0.8696 0.0000 0.0000 0.1061 0.0000 0.0000 0.1220 0.0000 0.0000 6.1004 0.0000 0.0606
2726 0.0205 0.0836 0.0205 0.0000 0.0487 0.0000 0.0001 0.5830 0.0001 0.0011 5.8304 0.0011 0.0294
2629 0.0000 0.0963 0.0000 0.0000 0.0162 0.0000 0.0000 0.1683 0.0000 0.0000 7.5750 0.0000 0.0703
2930 0.0000 0.7539 0.0000 0.0000 0.1731 0.0000 0.0000 0.2297 0.0000 0.0000 11.0235 0.0000 0.0821
L575 0.0000 0.4101 0.0000 0.0000 0.1580 0.0000 0.0000 0.3852 0.0000 0.0000 23.1117 0.0000 0.0882
2117 0.0667 0.3527 0.0667 0.0000 0.0962 0.0000 0.0001 0.2728 0.0001 0.0006 2.7276 0.0006 0.0278
1714B 0.0000 0.2183 0.0000 0.0000 0.0905 0.0000 0.0000 0.4148 0.0000 0.0000 11.6140 0.0000 0.1104
4514B 0.0000 0.7741 0.0000 0.0000 0.2048 0.0000 0.0000 0.2645 0.0000 0.0000 6.3486 0.0000 0.0881
14A13 0.0000 0.3603 0.0000 0.0000 0.6559 0.0000 0.0000 1.8204 0.0000 0.0000 18.2043 0.0000 0.7304
1312 0.0000 0.3408 0.0000 0.0000 0.6516 0.0000 0.0000 1.9117 0.0000 0.0000 26.7633 0.0000 0.5030
1211 0.0000 0.2375 0.0000 0.0000 0.6327 0.0000 0.0000 2.6637 0.0000 0.0000 98.5567 0.0000 0.5296
1103 0.0000 0.3431 0.0000 0.0000 0.7247 0.0000 0.0000 2.1122 0.0000 0.0000 73.9268 0.0000 0.5394
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 1.3456 0.0000 0.0000 2.5446 0.0000 0.0000 1.8910 0.0000 0.0000 18.9104 0.0000 0.5428
5248 0.1948 0.2568 0.1948 0.0189 0.0379 0.0189 0.0968 0.1477 0.0968 5.6127 8.5688 5.6127 0.0198
4845 0.0625 0.2137 0.0625 0.0000 0.1092 0.0000 0.0005 0.5109 0.0005 0.0272 30.6565 0.0272 0.0521
4250 0.1086 0.1288 0.1086 0.0372 0.0286 0.0372 0.3427 0.2222 0.3427 19.8737 12.8859 19.8737 0.0272
5338 0.0532 0.0601 0.0532 0.0166 0.0182 0.0166 0.3131 0.3025 0.3131 24.4240 23.5928 24.4240 0.0352
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 0.0841 0.0000 0.0000 0.0008 0.0000 0.0000 0.0094 0.0000 0.0000 0.2344 0.0000 0.0166
4645o 0.0000 0.0610 0.0000 0.0000 0.0064 0.0000 0.0000 0.1043 0.0000 0.0000 3.4418 0.0000 0.0553
3836o 0.0000 0.1190 0.0000 0.0000 0.0640 0.0000 0.0000 0.5379 0.0000 0.0000 21.5164 0.0000 0.1258
3635o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2217o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1817o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0706o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0604o 0.1303 0.3623 0.1303 0.0001 0.0158 0.0001 0.0009 0.0437 0.0009 0.0522 2.4897 0.0522 0.0087
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 0.1086 0.1822 0.1086 0.3995 0.09819 34.902 0.1086 0.1822 0.1086 0.3995 0.09819 34.902 0.0000 0.0000 0.0000 None
5047 .000150 0.9285 .000150 0.9288 0.08915 9.9108 .000150 0.9285 .000150 0.9288 0.08915 9.9108 0.0000 0.0000 0.0000 None
5114b .000011 0.1837 .000011 0.1837 0.09590 9.9041 .000011 0.1837 .000011 0.1837 0.09590 9.9041 0.0000 0.0000 0.0000 None
4342 0.1065 0.1602 0.1065 0.3732 0.09839 39.902 0.1065 0.1602 0.1065 0.3732 0.09839 39.902 0.0000 0.0000 0.0000 None
3736 0.0000 1.6676 0.0000 1.6676 3.5360 11.464 0.0000 1.6676 0.0000 1.6676 3.5360 11.464 0.0000 0.0000 0.0000 None
3534 .40E-05 0.2627 .40E-05 0.2627 0.09809 9.9019 .40E-05 0.2627 .40E-05 0.2627 0.09809 9.9019 0.0000 0.0000 0.0000 None
3422 .33E-05 0.1308 .33E-05 0.1308 0.09767 9.9023 .33E-05 0.1308 .33E-05 0.1308 0.09767 9.9023 0.0000 0.0000 0.0000 None
3130 .74E-05 0.4787 .74E-05 0.4787 0.09713 19.903 .74E-05 0.4787 .74E-05 0.4787 0.09713 19.903 0.0000 0.0000 0.0000 None
3036 0.0000 5.7410 0.0000 5.7410 5.9014 14.099 0.0000 5.7410 0.0000 5.7410 5.9014 14.099 0.0000 0.0000 0.0000 None
2827 0.0000 0.5867 0.0000 0.5867 3.5567 11.443 0.0000 0.5867 0.0000 0.5867 3.5567 11.443 0.0000 0.0000 0.0000 None
2726 .000127 2.7799 .000127 2.7801 0.09264 19.907 .000127 2.7799 .000127 2.7801 0.09264 19.907 0.0000 0.0000 0.0000 None
2629 0.0000 0.5109 0.0000 0.5109 5.9498 14.050 0.0000 0.5109 0.0000 0.5109 5.9498 14.050 0.0000 0.0000 0.0000 None
2930 0.0000 1.3528 0.0000 1.3528 5.9413 14.059 0.0000 1.3528 0.0000 1.3528 5.9413 14.059 0.0000 0.0000 0.0000 None
L575 0.0000 1.0684 0.0000 1.0684 5.6334 14.367 0.0000 1.0684 0.0000 1.0684 5.6334 14.367 0.0000 0.0000 0.0000 None
2117 .000056 1.2525 .000056 1.2527 0.09536 9.9046 .000056 1.2525 .000056 1.2527 0.09536 9.9046 0.0000 0.0000 0.0000 None
1714B 0.0000 2.9754 0.0000 2.9754 10.921 19.079 0.0000 2.9754 0.0000 2.9754 10.921 19.079 0.0000 0.0000 0.0000 None
4514B 0.0000 1.6333 0.0000 1.6333 10.937 19.063 0.0000 1.6333 0.0000 1.6333 10.937 19.063 0.0000 0.0000 0.0000 None
14A13 0.0000 6.9916 0.0000 6.9916 12.077 17.299 0.0000 6.9916 0.0000 6.9916 12.077 17.299 0.0000 0.0000 0.0000 None
1312 0.0000 5.8967 0.0000 5.8967 16.669 24.553 0.0000 5.8967 0.0000 5.8967 16.669 24.553 0.0000 0.0000 0.0000 None
1211 0.0000 7.5116 0.0000 7.5116 13.273 26.798 0.0000 7.5116 0.0000 7.5116 13.273 26.798 0.0000 0.0000 0.0000 None
1103 0.0000 8.0997 0.0000 8.0997 29.724 35.962 0.0000 8.0997 0.0000 8.0997 29.724 35.962 0.0000 0.0000 0.0000 None
0912 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
0811 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
0201 0.0000 23.156 0.0000 23.156 29.706 34.967 0.0000 23.156 0.0000 23.156 29.706 34.967 0.0000 0.0000 0.0000 None
5248 0.09825 0.1977 0.09825 0.3942 0.09805 29.902 0.09825 0.1977 0.09825 0.3942 0.09805 29.902 0.0000 0.0000 0.0000 None
4845 .000528 2.0374 .000528 2.0384 0.08262 9.9174 .000528 2.0374 .000528 2.0384 0.08262 9.9174 0.0000 0.0000 0.0000 None
4250 0.5074 0.3902 0.5074 1.4051 0.09656 49.903 0.5074 0.3902 0.5074 1.4051 0.09656 49.903 0.0000 0.0000 0.0000 None
5338 0.5981 0.6525 0.5981 1.8487 0.09495 34.905 0.5981 0.6525 0.5981 1.8487 0.09495 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 0.01901 0.0000 0.01901 10.988 19.012 0.0000 0.01901 0.0000 0.01901 10.988 19.012 0.0000 0.0000 0.0000 None
4645o 0.0000 0.4722 0.0000 0.4722 10.960 19.040 0.0000 0.4722 0.0000 0.4722 10.960 19.040 0.0000 0.0000 0.0000 None
3836o 0.0000 4.3350 0.0000 4.3350 5.9101 14.090 0.0000 4.3350 0.0000 4.3350 5.9101 14.090 0.0000 0.0000 0.0000 None
3635o 0.0000 0.0000 0.0000 0.0000 19.600 19.600 0.0000 0.0000 0.0000 0.0000 19.600 19.600 0.0000 0.0000 0.0000 None
2217o 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
1918o 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 None
1817o 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 None
1009o 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 None
0706o 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 None
0604o .000699 0.09263 .000699 0.09403 2.2903 7.7097 .000699 0.09263 .000699 0.09403 2.2903 7.7097 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 8.9170 7.0221 66.0000 17.5000 17.4018 17.4018 5.0000 17.4018 17.4018 5.0000 34.8036 34.8036
5047 5.7363 4.6274 47.0000 9.9000 9.8108 9.8108 9.8000 0.0108 0.0108 0.0000 9.8217 9.8217
5114b 4.8137 3.0106 50.0000 9.9000 9.8041 9.8041 9.8000 0.0041 0.0041 0.0000 9.8082 9.8082
4342 9.2163 7.3202 55.0000 20.0000 19.9016 19.9016 5.0000 19.9016 19.9016 5.0000 39.8032 39.8032
3736 7.0504 5.6445 50.0000 11.4000 7.8640 7.8640 7.9000 0.0640 0.0640 0.1000 7.9281 7.9281
3534 4.2136 4.1176 10.0000 9.9000 9.8019 9.8019 9.8000 0.0019 0.0019 0.0000 9.8038 9.8038
3422 4.1176 3.4045 40.0000 9.9000 9.8023 9.8023 9.8000 0.0023 0.0023 0.0000 9.8047 9.8047
3130 7.5159 5.7124 55.0000 19.9000 19.8029 19.8029 19.8000 0.0029 0.0029 0.0000 19.8057 19.8057
3036 5.6897 5.7011 18.0000 14.0000 8.0986 8.0986 8.1000 0.0986 0.0986 0.1000 8.1971 8.1971
2827 8.3609 6.7602 50.0000 11.4000 7.8433 7.8433 7.9000 0.0433 0.0433 0.1000 7.8866 7.8866
2726 6.7084 6.5603 10.0000 19.9000 19.8074 19.8074 19.8000 0.0074 0.0074 0.0000 19.8147 19.8147
2629 6.5603 6.4823 45.0000 14.0000 8.0502 8.0502 8.1000 0.0502 0.0502 0.1000 8.1004 8.1004
2930 6.4823 5.7020 48.0000 14.0000 8.0587 8.0587 8.1000 0.0587 0.0587 0.1000 8.1173 8.1173
L575 4.7991 3.4729 60.0000 10.0000 4.3666 4.3666 9.9000 4.3666 4.3666 9.9000 8.7332 8.7332
2117 3.0333 2.9712 10.0000 9.9000 9.8046 9.8046 9.8000 0.0046 0.0046 0.0000 9.8093 9.8093
1714B 2.9169 2.9489 28.0000 19.0000 8.0788 8.0788 8.1000 0.0788 0.0788 0.1000 8.1577 8.1577
4514B 3.5792 2.9489 24.0000 19.0000 8.0630 8.0630 8.1000 0.0630 0.0630 0.1000 8.1259 8.1259
14A13 2.3586 2.4590 10.0000 13.6000 1.5229 1.5229 1.6000 3.6992 3.6992 6.4000 5.2221 5.2221
1312 2.3586 2.1905 14.0000 19.0000 2.3310 2.3310 3.1000 5.5534 5.5534 6.6000 7.8844 7.8844
1211 2.1905 1.8986 37.0000 16.9000 3.6267 3.6267 5.5000 9.8981 9.8981 13.6000 13.5248 13.5248
1103 1.8986 1.6265 35.0000 33.1000 3.3764 3.3764 3.8000 2.8615 2.8615 3.9000 6.2380 6.2380
0912 2.7767 2.1905 55.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0811 1.8986 1.8986 55.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0201 1.5931 1.4725 10.0000 33.1000 3.3944 3.3944 3.8000 1.8672 1.8672 2.0000 5.2616 5.2616
5248 7.0221 4.8169 58.0000 15.0000 14.9020 14.9020 5.0000 14.9020 14.9020 5.0000 29.8039 29.8039
4845 4.6300 3.5792 60.0000 9.9000 9.8174 9.8174 9.8000 0.0174 0.0174 0.0000 9.8348 9.8348
4250 7.3202 5.7363 58.0000 25.0000 24.9034 24.9034 5.0000 24.9034 24.9034 5.0000 49.8069 49.8069
5338 8.5173 6.0596 78.0000 17.5000 17.4050 17.4050 5.0000 17.4050 17.4050 5.0000 34.8101 34.8101
3851 6.0596 4.8137 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.6077 4.0231 25.0000 19.0000 8.0119 8.0119 8.1000 0.0119 0.0119 0.1000 8.0237 8.0237
4645o 4.0231 3.5792 33.0000 19.0000 8.0395 8.0395 8.1000 0.0395 0.0395 0.1000 8.0791 8.0791
3836o 6.0596 5.7011 40.0000 14.0000 8.0899 8.0899 8.1000 0.0899 0.0899 0.1000 8.1798 8.1798
3635o 4.2136 4.2136 20.0000 19.6000 0.0000 0.0000 5.2000 0.0000 0.0000 6.5000 0.0000 0.0000
2217o 2.4445 2.4445 35.0000 11.0000 0.0000 0.0000 0.1000 0.0000 0.0000 4.0000 0.0000 0.0000
2019o 4.7907 4.7907 30.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
1918o 2.7711 2.7711 110.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
1817o 2.4445 2.4445 22.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
1009o 2.7767 2.7767 50.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0706o 4.9812 4.5101 30.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0604o 4.5101 2.8071 57.0000 7.5000 5.2097 5.2097 5.0000 0.2097 0.2097 0.0000 5.4193 5.4193
0504o 2.2702 2.2702 63.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0403o 1.6265 1.6265 20.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0302o 1.5931 1.5931 10.0000 37.0000 8.0000 8.0000 8.0000 -8.0000 -8.0000 0.0000 0.0000 0.0000
14a14bo 2.4590 2.4590 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 0.0459 83.4107 0.3892 0.2821 ## N54 8.9000 8.9170
5047 0.1404 323.8661 0.4432 0.3634 ## N53 8.5000 8.5173
5114b 0.0348 58.5703 0.2881 0.0348 ## N52 7.0000 7.0221
4342 0.0482 81.3200 0.1973 0.2185 ## N38 5.0000 6.0596
3736 0.0626 86.5526 0.7135 1.0799 ## N51 3.8000 4.8137
3534 0.0218 26.9814 0.1472 0.2611 ## N48 3.6000 4.6300
3422 0.0174 26.9936 0.1524 0.0259 ## N50 4.7000 5.7363
3130 0.0864 130.8703 0.3042 0.1059 ## N47 3.6000 4.6077
3024 0.4311 906.1752 2.7469 4.0975 ## N46 3.0000 4.0231
3036 -0.0990 -305.7183 -0.1697 9.7277 ## N45 2.5000 3.5792
2827 0.1061 149.8796 0.8598 0.2321 ## N43 9.2000 9.2163
2726 0.0487 5.5841 0.0949 1.5860 ## N42 7.3000 7.3202
2629 0.0162 32.6318 0.0994 6.3473 ## N37 7.0000 7.0504
2930 0.1731 284.5535 0.7508 1.1629 ## N36 4.4700 5.7011
2725 0.2594 410.2891 2.3406 3.3380 ## N35 3.2000 4.2136
2524 0.2536 409.4062 2.4542 2.9693 ## N34 4.1000 4.1176
2422 0.6519 1318.7917 2.2982 11.2362 ## N31 7.5000 7.5159
L575 0.1580 236.1819 0.4084 1.2451 ## N30 4.2000 5.6445
2117 0.0962 129.6125 0.3527 1.1214 ## N29 6.4000 6.4823
1714B -0.0905 -61.2640 -0.2168 11.5031 ## N28 8.3000 8.3609
1716 1.5604 2852.1190 2.1569 24.6939 ## N27 5.3500 6.7084
1615 1.0196 2462.3105 2.3000 12.4756 ## N26 6.5000 6.5603
1614A 0.5407 392.6536 1.1964 4.6314 ## N25 4.8700 5.4412
4514B 0.2048 226.6313 0.9433 0.9826 ## N24 2.5900 3.5325
4515 0.1777 621.4140 2.4868 1.6808 ## N23 4.7000 4.7991
1502 1.1874 3087.2328 2.5006 41.7042 ## N22 1.8600 2.8280
14A13 -0.6559 -617.7763 -0.3602 16.5536 ## N21 2.0000 3.0333
1312 0.6516 621.1149 0.3420 26.8272 ## N20 6.0000 6.2551
1211 0.6327 631.3720 0.2572 99.7885 ## N19 4.5000 4.7907
1103 0.7247 947.3147 0.3455 73.7000 ## N18 1.9000 2.7711
0912 0.0000 0.0000 0.0000 4.3642 ## N17 1.7500 2.4445
0908 0.0908 135.2544 0.9869 5.1300 ## N16 1.3400 2.6577
0811 0.0000 0.0000 0.0000 0.0000 ## N15 1.2100 2.1552
0804 0.1724 262.9682 1.0511 8.2641 ## N14B 1.8000 2.9489
0201 2.5446 5334.0358 1.3433 18.9416 ## N14A 1.6000 2.4590
5248 0.0756 169.5465 0.2229 0.1442 ## N13 1.8600 2.3586
4845 0.1092 247.0775 0.3066 2.2332 ## N12 1.6800 2.1905
4250 0.1031 196.8539 0.3720 1.2039 ## N11 1.3400 1.8986
5338 0.0515 93.7384 0.2615 1.6456 ## N10 3.6000 3.7785
3851 0.0000 0.0000 0.0000 0.0187 ## N9 2.5000 2.7767
4746o 0.0008 0.0562 0.1365 0.0083 ## N8 2.0000 2.5392
4746u 0.1005 465.9980 1.4013 2.4034 ## N7 4.0000 4.9813
4645o 0.0064 2.6251 0.0605 0.5148 ## N6 3.5000 4.5101
4645u 0.0960 463.6619 1.3363 3.1912 ## N5 3.3000 3.4952
3836o 0.0640 209.9163 0.1196 7.6771 ## N4 1.7000 2.2703
3635o 0.0000 0.0000 0.0000 0.0000 ## N3 1.1000 1.6265
2217o 0.0000 0.0000 0.0000 0.0000 ## N2 1.0500 1.5931
2217u 0.8759 1665.6234 2.1085 15.2145 ## N1 0.9300 1.4725
2019o 0.0000 0.0000 0.0000 0.0000 ##
2019u 0.2344 412.3018 2.3469 0.5851 ##
1918o 0.0000 0.0000 0.0000 0.0000 ##
1918u 0.4469 738.8814 2.2100 8.4317 ##
1817o 0.0000 0.0000 0.0000 0.0000 ##
1817u 0.5582 942.0509 1.9292 6.4657 ##
1009o 0.0000 0.0000 0.0000 0.0000 ##
1009u 0.0982 134.9018 1.6066 0.8142 ##
0706o 0.0000 0.0000 0.0000 0.0109 ##
0706u 0.0852 122.1361 1.1876 2.1563 ##
0604o 0.0161 1.5398 0.3479 0.0107 ##
0604u 0.3084 511.1701 2.7730 2.0059 ##
0504o 0.0000 0.0000 0.0000 0.0000 ##
0504u 0.0913 130.0744 1.5596 1.4592 ##
0403o 0.0000 0.0000 0.0000 0.0000 ##
0403u 0.7569 1164.4488 2.2229 5.8627 ##
0302o 0.0000 0.0000 0.0000 0.0000 ##
0302u 0.4345 2116.7051 0.5432 24.0645 ##
14a14bo 0.0000 0.0000 0.0000 0.0000 ##
14a14bu 0.1433 224.3539 2.0031 0.7152 ##
FREE # 1 2.5446 5335.0786 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 0.0459 83.4107
N50 N47 0.1404 323.8661
N51 N14B 0.0348 58.5703
N43 N42 0.0482 81.3200
N37 N30 0.0626 86.5526
N35 N34 0.0218 26.9814
N34 N22 0.0174 26.9936
N31 N30 0.0864 130.8703
N30 N24 0.4311 906.1752
N30 N36 -0.0990 -305.7183
N28 N27 0.1061 149.8796
N27 N26 0.0487 5.5841
N26 N29 0.0162 32.6318
N29 N30 0.1731 284.5535
N27 N25 0.2594 410.2891
N25 N24 0.2536 409.4062
N24 N22 0.6519 1318.7917
N23 N22 0.1580 236.1819
N21 N17 0.0962 129.6125
N17 N14B -0.0905 -61.2640
N17 N16 1.5604 2852.1190
N16 N15 1.0196 2462.3105
N16 N14A 0.5407 392.6536
N45 N14B 0.2048 226.6313
N45 N15 0.1777 621.4140
N15 N2 1.1874 3087.2328
N13 N14A 0.6559 617.7763
N13 N12 0.6516 621.1149
N12 N11 0.6327 631.3720
N11 N3 0.7247 947.3147
N9 N8 0.0908 135.2544
N8 N4 0.1724 262.9682
N2 N1 2.5446 5334.0358
N52 N48 0.0756 169.5465
N48 N45 0.1092 247.0775
N42 N50 0.1031 196.8539
N53 N38 0.0515 93.7384
N47 N46 0.2017 466.0542
N46 N45 0.1981 466.2871
N38 N36 0.0640 209.9163
N22 N17 0.8759 1665.6234
N20 N19 0.2344 412.3018
N19 N18 0.4469 738.8814
N18 N17 0.5582 942.0509
N10 N9 0.0982 134.9018
N7 N6 0.0852 122.1361
N6 N4 0.3230 The text continues on section 5.