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e2y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:16.
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 46.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
2 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N52#1 N52 38.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
4 N52#2 N52 38.000 .22400 9.00 3.000 0.020 0.045 0.000 0.000 0.00
5 N48#1 N48 32.000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
6 N48#2 N48 32.000 .19500 0.00 4.000 0.020 0.045 0.000 0.000 0.00
7 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
8 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
9 N42#1 N42 45.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
10 N42#2 N42 45.000 .28900 0.00 3.000 0.020 0.045 0.000 0.000 0.00
11 N50#1 N50 55.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
12 N50#2 N50 55.000 .30300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
13 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
14 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
15 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
16 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
17 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
18 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N38#1 N38 6.0000 .43000E-01100.00 3.500 0.020 0.045 0.000 0.000 0.00
20 N38#2 N38 35.000 .25000 0.00 3.500 0.020 0.045 0.000 0.000 0.00
21 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
22 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
23 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
24 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
25 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
26 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
27 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
28 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
29 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
30 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
31 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
32 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
33 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
34 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
35 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
36 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
37 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
38 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
39 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
40 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
41 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
42 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
43 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
44 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
45 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
46 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
47 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
50 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
51 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
52 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
53 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
54 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
55 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
56 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
57 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
58 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
59 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
60 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
62 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
63 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
64 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
65 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
66 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
67 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
68 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
69 N51#1 N51 30.000 .10000E-02100.00 3.800 0.020 0.045 0.000 0.000 0.00
70 N51#2 N51 30.000 .14300 0.00 3.800 0.020 0.045 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N54#1 0.0010 2.0000 2.0000
2 N54#2 0.0010 2.0000 2.0000
3 N52#1 0.0010 2.0000 2.0000
4 N52#2 0.0010 2.0000 2.0000
5 N48#1 0.0010 2.0000 2.0000
6 N48#2 0.0010 2.0000 2.0000
7 N43#1 0.0010 2.0000 2.0000
8 N43#2 0.0010 2.0000 2.0000
9 N42#1 0.0010 2.0000 2.0000
10 N42#2 0.0010 2.0000 2.0000
11 N50#1 0.0010 2.0000 2.0000
12 N50#2 0.0010 2.0000 2.0000
13 N47#1 0.0010 2.0000 2.0000
14 N47#2 0.0010 2.0000 2.0000
15 N45#1 0.0010 2.0000 2.0000
16 N45#2 0.0010 2.0000 2.0000
17 N53#1 0.0010 2.0000 2.0000
18 N53#2 0.0010 2.0000 2.0000
19 N38#1 0.0010 2.0000 2.0000
20 N38#2 0.0010 2.0000 2.0000
21 N37#1 0.0010 2.0000 2.0000
22 N37#2 0.0010 2.0000 2.0000
23 N31#1 0.0010 2.0000 2.0000
24 N31#2 0.0010 2.0000 2.0000
25 N28#1 0.0010 2.0000 2.0000
26 N28#2 0.0010 2.0000 2.0000
27 N27#1 0.0010 2.0000 2.0000
28 N27#2 0.0010 2.0000 2.0000
29 N35#1 0.0010 2.0000 2.0000
30 N35#2 0.0010 2.0000 2.0000
31 N23#1 0.0010 2.0000 2.0000
32 N23#2 0.0010 2.0000 2.0000
33 N22#1 0.0010 2.0000 2.0000
34 N22#2 0.0010 2.0000 2.0000
35 N21#1 0.0010 2.0000 2.0000
36 N21#2 0.0010 2.0000 2.0000
37 N20#1 0.0010 2.0000 2.0000
38 N20#2 0.0010 2.0000 2.0000
39 N19#1 0.0010 2.0000 2.0000
40 N19#2 0.0010 2.0000 2.0000
41 N18#1 0.0010 2.0000 2.0000
42 N18#2 0.0010 2.0000 2.0000
43 N17#1 0.0010 2.0000 2.0000
44 N17#2 0.0010 2.0000 2.0000
45 N10#1 0.0010 2.0000 2.0000
46 N10#2 0.0010 2.0000 2.0000
47 N8#1 0.0010 2.0000 2.0000
48 N8#2 0.0010 2.0000 2.0000
49 N7#1 0.0010 2.0000 2.0000
50 N7#2 0.0010 2.0000 2.0000
51 N6#1 0.0010 2.0000 2.0000
52 N6#2 0.0010 2.0000 2.0000
53 N5#1 0.0010 2.0000 2.0000
54 N5#2 0.0010 2.0000 2.0000
55 N4#1 0.0010 2.0000 2.0000
56 N4#2 0.0010 2.0000 2.0000
57 N11#1 0.0010 2.0000 2.0000
58 N11#2 0.0010 2.0000 2.0000
59 N2#1 0.0010 2.0000 2.0000
60 N2#2 0.0010 2.0000 2.0000
61 N26#1 0.0010 2.0000 2.0000
62 N26#2 0.0010 2.0000 2.0000
63 N29#1 0.0010 2.0000 2.0000
64 N29#2 0.0010 2.0000 2.0000
65 N30#1 0.0010 2.0000 2.0000
66 N30#2 0.0010 2.0000 2.0000
67 N36#1 0.0010 2.0000 2.0000
68 N36#2 0.0010 2.0000 2.0000
69 N51#1 0.0010 2.0000 2.0000
70 N51#2 0.0010 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N51#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N51#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 70
Total Tributary Area (hectares). 13.42
Impervious Area (hectares)...... 5.76
Pervious Area (hectares)........ 7.66
Total Width (hectares).......... 2029.70
Percent Imperviousness.......... 42.92
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N54 No Tributary Channel/Pipes
Tributary Subareas........ N54#1 N54#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N48 No Tributary Channel/Pipes
Tributary Subareas........ N48#1 N48#2
N43 No Tributary Channel/Pipes
Tributary Subareas........ N43#1 N43#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N50 No Tributary Channel/Pipes
Tributary Subareas........ N50#1 N50#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N53 No Tributary Channel/Pipes
Tributary Subareas........ N53#1 N53#2
N38 No Tributary Channel/Pipes
Tributary Subareas........ N38#1 N38#2
N37 No Tributary Channel/Pipes
Tributary Subareas........ N37#1 N37#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N27 No Tributary Channel/Pipes
Tributary Subareas........ N27#1 N27#2
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#2
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
N10 No Tributary Channel/Pipes
Tributary Subareas........ N10#1 N10#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N7 No Tributary Channel/Pipes
Tributary Subareas........ N7#1 N7#2
N6 No Tributary Channel/Pipes
Tributary Subareas........ N6#1 N6#2
N5 No Tributary Channel/Pipes
Tributary Subareas........ N5#1 N5#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N26 No Tributary Channel/Pipes
Tributary Subareas........ N26#1 N26#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N51 No Tributary Channel/Pipes
Tributary Subareas........ N51#1 N51#2
***********************************************************
* Hydrographs will be stored for the following 35 INLETS *
***********************************************************
N54 N52 N48 N43 N42 N50
N47 N45 N53 N38 N37 N31
N28 N27 N35 N23 N22 N21
N20 N19 N18 N17 N10 N8
N7 N6 N5 N4 N11 N2
N26 N29 N30 N36 N51
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 540
Final Julian Date = 1903001
Final time of day = 32400. seconds.
Final time of day = 9.00 hours.
Final running time = 9.0000 hours.
Final running time = 0.3750 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N54#1 1916 540 N54#2 1844 540 N52#1 2424 540
N52#2 3820 1080 N48#1 2424 540 N48#2 1856 540
N43#1 1876 540 N43#2 1868 540 N42#1 2424 540
N42#2 1844 540 N50#1 2424 540 N50#2 1852 540
N47#1 1920 540 N47#2 3696 1080 N45#1 1920 540
N45#2 3720 1080 N53#1 1632 540 N53#2 1868 540
N38#1 1888 540 N38#2 1844 540 N37#1 1892 540
N37#2 3784 1080 N31#1 1892 540 N31#2 3788 1080
N28#1 1892 540 N28#2 3788 1080 N27#1 1880 540
N27#2 3708 1080 N35#1 1912 540 N35#2 1908 540
N23#1 1884 540 N23#2 3800 1080 N22#1 1880 540
N22#2 1872 540 N21#1 1876 540 N21#2 3780 1080
N20#1 1796 540 N20#2 1640 540 N19#1 1896 540
N19#2 3668 1080 N18#1 1872 540 N18#2 3696 1080
N17#1 1900 540 N17#2 3768 1080 N10#1 1888 540
N10#2 1844 540 N8#1 1884 540 N8#2 1828 540
N7#1 1884 540 N7#2 1828 540 N6#1 1848 540
N6#2 1756 540 N5#1 1884 540 N5#2 1840 540
N4#1 1884 540 N4#2 1824 540 N11#1 1760 540
N11#2 3704 1080 N2#1 1876 540 N2#2 3704 1080
N26#1 1876 540 N26#2 1784 540 N29#1 1896 540
N29#2 3740 1080 N30#1 1900 540 N30#2 3800 1080
N36#1 1892 540 N36#2 3788 1080 N51#1 2424 540
N51#2 1872 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 46.0000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 6.171820E+03 46.000
Total Infiltration 1.506806E+02 1.123
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 6.020633E+03 44.873
Total Water remaining in Surface Storage 3.598246E+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......... 6.174912E+03 46.023
Total Precipitation + Initial Storage. 6.171820E+03 46.000
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0501
****************************************************
* 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.............. 6.020633E+03 44.873
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.................. 6.019042E+03 44.861
Initial Storage + Inflow.................... 6.020633E+03 44.873
Final Storage + Outflow + Diverted GW....... 6.019042E+03 44.861
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0264
##################################################
# 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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.02954 0.00000 44.03431 0.00000 44.03491
Total Losses (mm)...... 0.00000 1.94838 0.00000 1.94722 0.00000 1.94706
Remaining Depth (mm)... 0.00000 0.02208 0.00000 0.01847 0.00000 0.01803
Peak Runoff Rate (cms). 0.00000 0.06519 0.00000 0.06374 0.00000 0.06111
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.05064 0.00000 46.01042 46.07484 46.01082 0.00000
Peak Runoff Rate (cms). 0.00035 0.00000 0.00036 0.00717 0.00036 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.05064 0.00000 46.01042 46.07484 46.01082 0.00000
Peak Runoff Rate (cms). 0.00035 0.00001 0.00036 0.00717 0.00036 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) 46.05064 44.02954 46.01042 44.21796 46.01082 44.03491
Peak Runoff Rate (cms). 0.00035 0.06519 0.00036 0.07091 0.00036 0.06111
Unit Runoff (mm/hr).... 128.80410 111.62862 129.13093 114.91869 129.13093 113.75341
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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.03796 0.00000 44.02702 0.00000 44.03331
Total Losses (mm)...... 0.00000 1.94618 0.00000 1.94891 0.00000 1.94748
Remaining Depth (mm)... 0.00000 0.01586 0.00000 0.02407 0.00000 0.01921
Peak Runoff Rate (cms). 0.00000 0.06589 0.00000 0.08810 0.00000 0.09442
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.00855 0.00000 46.00900 0.00000 46.00972 0.00000
Peak Runoff Rate (cms). 0.00033 0.00000 0.00036 0.00000 0.00036 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.00855 0.00000 46.00900 0.00000 46.00972 0.00000
Peak Runoff Rate (cms). 0.00033 0.00001 0.00036 0.00001 0.00036 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) 46.00855 44.03796 46.00900 44.02702 46.00972 44.03331
Peak Runoff Rate (cms). 0.00033 0.06589 0.00036 0.08810 0.00036 0.09442
Unit Runoff (mm/hr).... 118.30630 114.98547 129.13092 110.65651 129.13092 113.11459
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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.00228 0.00000 44.00949 0.00000 44.03712
Total Losses (mm)...... 0.00000 1.95242 0.00000 1.95163 0.00000 1.94644
Remaining Depth (mm)... 0.00000 0.04530 0.00000 0.03888 0.00000 0.01644
Peak Runoff Rate (cms). 0.00000 0.07605 0.00000 0.07167 0.00000 0.07359
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.05721 46.04535 46.05980 46.04779 45.84052 0.00000
Peak Runoff Rate (cms). 0.01279 0.02102 0.01173 0.01939 0.00021 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.05721 46.04535 46.05980 46.04779 45.84052 0.00000
Peak Runoff Rate (cms). 0.01279 0.02102 0.01173 0.01939 0.00021 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) 46.05721 44.37003 46.05980 44.37638 45.84052 44.03712
Peak Runoff Rate (cms). 0.01279 0.09707 0.01173 0.09106 0.00021 0.07359
Unit Runoff (mm/hr).... 129.00862 106.78227 129.05196 108.73745 77.24636 114.64632
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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.02570 0.00000 44.04118 0.00000 44.04260
Total Losses (mm)...... 0.00000 1.94917 0.00000 1.94513 0.00000 1.94462
Remaining Depth (mm)... 0.00000 0.02513 0.00000 0.01369 0.00000 0.01278
Peak Runoff Rate (cms). 0.00000 0.07586 0.00000 0.02915 0.00000 0.04440
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.01986 0.00000 46.02231 46.04875 46.02229 46.04985
Peak Runoff Rate (cms). 0.01454 0.00000 0.03065 0.01383 0.04495 0.02096
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.01986 0.00000 46.02231 46.04875 46.02229 46.04985
Peak Runoff Rate (cms). 0.01454 0.00041 0.03065 0.01383 0.04495 0.02096
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) 46.01986 44.02570 46.02231 44.64345 46.02229 44.64478
Peak Runoff Rate (cms). 0.01454 0.07586 0.03065 0.04298 0.04495 0.06537
Unit Runoff (mm/hr).... 122.74744 110.15376 123.63007 120.02208 123.62392 120.44599
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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.04074 0.00000 44.01248 0.00000 44.07766
Total Losses (mm)...... 0.00000 1.94528 0.00000 1.95126 0.00000 1.92091
Remaining Depth (mm)... 0.00000 0.01398 0.00000 0.03626 0.00000 0.00143
Peak Runoff Rate (cms). 0.00000 0.05446 0.00000 0.08774 0.00000 0.00732
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.02250 46.05438 46.01237 46.02854 46.04427 0.00000
Peak Runoff Rate (cms). 0.05180 0.02016 0.06900 0.05631 0.01768 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.02250 46.05438 46.01237 46.02854 46.04427 0.00000
Peak Runoff Rate (cms). 0.05180 0.02016 0.06900 0.05631 0.01768 0.00050
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) 46.02250 44.54415 46.01237 44.71810 46.04427 44.07766
Peak Runoff Rate (cms). 0.05180 0.07462 0.06900 0.14406 0.01768 0.00732
Unit Runoff (mm/hr).... 123.69783 119.32446 119.84038 112.45798 128.39083 126.46086
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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.06033 0.00000 44.03953 0.00000 44.04733
Total Losses (mm)...... 0.00000 1.93517 0.00000 1.94568 0.00000 1.94268
Remaining Depth (mm)... 0.00000 0.00449 0.00000 0.01478 0.00000 0.00999
Peak Runoff Rate (cms). 0.00000 0.09042 0.00000 0.06785 0.00000 0.04860
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.01591 46.04191 46.01285 0.00000 46.00855 46.02980
Peak Runoff Rate (cms). 0.00033 0.11476 0.00033 0.00000 0.00033 0.06297
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.01591 46.04191 46.01285 0.00000 46.00855 46.02980
Peak Runoff Rate (cms). 0.00033 0.11476 0.00033 0.00001 0.00033 0.06297
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) 46.01591 45.15020 46.01285 44.03953 46.00855 45.13769
Peak Runoff Rate (cms). 0.00033 0.20518 0.00033 0.06785 0.00033 0.11157
Unit Runoff (mm/hr).... 121.24052 126.02500 120.03032 115.62735 118.30630 122.72932
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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 43.89098 0.00000 43.99235 0.00000 43.99336
Total Losses (mm)...... 0.00000 1.95765 0.00000 1.95332 0.00000 1.95323
Remaining Depth (mm)... 0.00000 0.15137 0.00000 0.05433 0.00000 0.05341
Peak Runoff Rate (cms). 0.00000 0.06685 0.00000 0.12532 0.00000 0.10585
Total Impervious Area
---------------------
Total Runoff Depth (mm) 45.96896 0.00000 46.02876 46.02220 46.00466 46.05882
Peak Runoff Rate (cms). 0.20897 0.00000 0.04293 0.08425 0.02895 0.01529
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 45.96896 0.00000 46.02876 46.02220 46.00466 46.05882
Peak Runoff Rate (cms). 0.20897 0.00592 0.04293 0.08425 0.02895 0.01529
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) 45.96896 43.89098 46.02876 44.70280 46.00466 44.19990
Peak Runoff Rate (cms). 0.20897 0.06685 0.04293 0.20957 0.02895 0.12114
Unit Runoff (mm/hr).... 104.05495 77.52789 125.66472 107.60365 116.74620 102.26476
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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.02485 0.00000 44.02514 0.00000 44.01723
Total Losses (mm)...... 0.00000 1.94934 0.00000 1.94928 0.00000 1.95060
Remaining Depth (mm)... 0.00000 0.02582 0.00000 0.02558 0.00000 0.03217
Peak Runoff Rate (cms). 0.00000 0.02995 0.00000 0.03331 0.00000 0.02949
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.03079 46.06980 46.01988 0.00000 46.01665 0.00000
Peak Runoff Rate (cms). 0.00939 0.00391 0.07778 0.00000 0.07365 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.03079 46.06980 46.01988 0.00000 46.01665 0.00000
Peak Runoff Rate (cms). 0.00939 0.00391 0.07778 0.00220 0.07365 0.00209
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) 46.03079 44.22934 46.01988 44.02514 46.01665 44.01723
Peak Runoff Rate (cms). 0.00939 0.03387 0.07778 0.03331 0.07365 0.02949
Unit Runoff (mm/hr).... 126.20010 111.76028 122.75392 109.94034 121.52884 107.03751
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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.01811 0.00000 43.97053 0.00000 44.02266
Total Losses (mm)...... 0.00000 1.95047 0.00000 1.95479 0.00000 1.94973
Remaining Depth (mm)... 0.00000 0.03142 0.00000 0.07468 0.00000 0.02762
Peak Runoff Rate (cms). 0.00000 0.02898 0.00000 0.07565 0.00000 0.03093
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.01567 0.00000 45.99532 0.00000 46.01837 0.00000
Peak Runoff Rate (cms). 0.07008 0.00000 0.21407 0.00000 0.07574 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.01567 0.00000 45.99532 0.00000 46.01837 0.00000
Peak Runoff Rate (cms). 0.07008 0.00198 0.21407 0.00606 0.07574 0.00214
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) 46.01567 44.01811 45.99532 43.97053 46.01837 44.02266
Peak Runoff Rate (cms). 0.07008 0.02898 0.21407 0.07565 0.07574 0.03093
Unit Runoff (mm/hr).... 121.14765 107.35322 113.11484 93.09132 122.19086 109.01000
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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.01690 0.00000 43.99731 0.00000 44.00214
Total Losses (mm)...... 0.00000 1.95065 0.00000 1.95289 0.00000 1.95243
Remaining Depth (mm)... 0.00000 0.03245 0.00000 0.04980 0.00000 0.04543
Peak Runoff Rate (cms). 0.00000 0.05714 0.00000 0.20423 0.00000 0.08343
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.01540 0.00000 45.93691 46.06555 46.00855 46.06141
Peak Runoff Rate (cms). 0.15139 0.00000 0.00026 0.02282 0.00033 0.01173
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.01540 0.00000 45.93691 46.06555 46.00855 46.06141
Peak Runoff Rate (cms). 0.15139 0.00429 0.00026 0.02282 0.00033 0.01173
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) 46.01540 44.01690 45.93691 44.16277 46.00855 44.20807
Peak Runoff Rate (cms). 0.15139 0.05714 0.00026 0.22705 0.00033 0.09517
Unit Runoff (mm/hr).... 121.04247 106.92073 95.19708 102.76646 118.30630 104.68371
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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.00061 0.00000 44.02367 0.00000 44.04865
Total Losses (mm)...... 0.00000 1.95258 0.00000 1.94955 0.00000 1.94207
Remaining Depth (mm)... 0.00000 0.04680 0.00000 0.02678 0.00000 0.00928
Peak Runoff Rate (cms). 0.00000 0.00979 0.00000 0.08739 0.00000 0.03575
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.00868 0.00000 46.02735 46.02651 46.03047 46.05852
Peak Runoff Rate (cms). 0.00750 0.00000 0.04555 0.07232 0.03196 0.01430
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.00868 0.00000 46.02735 46.02651 46.03047 46.05852
Peak Runoff Rate (cms). 0.00750 0.00021 0.04555 0.07232 0.03196 0.01430
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) 46.00868 44.00061 46.02735 44.86486 46.03047 44.59132
Peak Runoff Rate (cms). 0.00750 0.00979 0.04555 0.15971 0.03196 0.05005
Unit Runoff (mm/hr).... 118.35786 101.49452 125.26264 115.95019 126.11953 121.94294
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).... 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.03964 0.00000 44.04220
Total Losses (mm)...... 0.00000 1.94565 0.00000 1.94476
Remaining Depth (mm)... 0.00000 0.01471 0.00000 0.01304
Peak Runoff Rate (cms). 0.00000 0.03954 0.00000 0.04598
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.02296 46.05108 46.01237 0.00000
Peak Runoff Rate (cms). 0.03583 0.01629 0.00036 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.02296 46.05108 46.01237 0.00000
Peak Runoff Rate (cms). 0.03583 0.01629 0.00036 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) 46.02296 44.58273 46.01237 44.04220
Peak Runoff Rate (cms). 0.03583 0.05583 0.00036 0.04598
Unit Runoff (mm/hr).... 123.85519 119.22228 129.13093 116.71474
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity See the original
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Full text of sections 2 to 4 (of 5)
Section 2
(mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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160.000 = =
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| ##### |
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120.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | ###### # # |
| # # # # |
| # # # # |
80.000 = # # # # =
| # # # # |
| # # # # |
| # ##### # |
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40.000 = ##### # =
| # # |
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| # ###### |
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##### # |
# ######### |
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0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE TEWANTIN
EXISTING CASE - 1 YEAR -
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 66.0 meters. Maximum Elevation : 8.59 meters.
Main Channel Length : 66.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 66.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 55.0 meters. Maximum Elevation : 8.19 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 7.62 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 15.0 Max Topwidth : 39.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 4.02E+01 m
" " : 0.045 Beyond Station 25.0 Max left bank area : 2.83 m^2
Max right bank area : 2.83 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.90 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 5248
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 5.72 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 10.0 Max Topwidth : 29.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.02E+01 m
" " : 0.045 Beyond Station 20.0 Max left bank area : 1.88 m^2
Max right bank area : 1.88 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4845
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4250
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 9.52 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 20.0 Max Topwidth : 49.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 5.02E+01 m
" " : 0.045 Beyond Station 30.0 Max left bank area : 3.78 m^2
Max right bank area : 3.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5338
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 78.0 meters. Maximum Elevation : 7.69 meters.
Main Channel Length : 78.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 78.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3851
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 42.0 meters. Maximum Elevation : 5.69 meters.
Main Channel Length : 42.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 42.0 meters. Maximum Section Area : 3.82 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 5.0 Max Topwidth : 19.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.02E+01 m
" " : 0.045 Beyond Station 15.0 Max left bank area : 0.93 m^2
Max right bank area : 0.93 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 20.0 meters. Maximum Elevation : 6.17 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 14.87 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.86 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 5.01 m^2
Max right bank area : 5.55 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.30 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14a14bo
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 66.0000 Natural 6.6692 0.0450 34.8760 0.2000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 4342 55.0000 Natural 7.6192 0.0450 39.8760 0.2000
5 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
6 3534 10.0000 Natural 3.9400 0.0350 9.9000 0.4000
7 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
8 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
9 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
10 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
11 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
12 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
13 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
14 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
15 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
16 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
17 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
18 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
19 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
20 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
21 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
22 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
23 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
24 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
25 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
26 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
27 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
28 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
29 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
30 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
31 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
32 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
33 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
34 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
35 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
36 5248 58.0000 Natural 5.7192 0.0450 29.8760 0.2000
37 4845 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
38 4250 58.0000 Natural 9.5192 0.0450 49.8760 0.2000
39 5338 78.0000 Natural 6.6692 0.0450 34.8760 0.2000
40 3851 42.0000 Natural 3.8192 0.0450 19.8760 0.2000
41 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
42 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
43 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
44 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
45 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
46 3635o 20.0000 Natural 14.8725 0.0350 41.8623 0.4000
47 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
48 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
49 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
50 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
51 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
52 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
53 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
54 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
55 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
56 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
57 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
58 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
59 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
60 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
61 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
62 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
63 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
64 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
65 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
66 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
67 14a14bo 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
68 14a14bu 10.0000 Circular 0.0707 0.0130 0.3000 0.3000
Total length of all conduits .... 2717.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5453 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4342 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5248 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4250 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5338 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14a14bu 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.10
5047 0.15
5114b 0.14
4342 0.12
3736 0.17
3534 0.99
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5248 0.12
4845 0.12
4250 0.12
5338 0.09
3851 0.16
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
3836o 0.19
3635o 0.47
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14a14bo 0.98
14a14bu 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.2518E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.1000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.7000 8.5000 0.0000 0.0000 100.0000
3 N52 10.0000 7.2000 7.0000 0.0000 0.0000 100.0000
4 N38 10.0000 6.4000 5.0000 0.0000 0.0000 100.0000
5 N51 10.0000 5.0000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
7 N50 10.0000 5.9000 4.7000 0.0000 0.0000 100.0000
8 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
9 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
10 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
11 N43 10.0000 9.4000 9.2000 0.0000 0.0000 100.0000
12 N42 10.0000 7.5000 7.3000 0.0000 0.0000 100.0000
13 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
14 N36 10.0000 6.1700 4.4700 0.0000 0.0000 100.0000
15 N35 10.0000 5.6000 3.2000 0.0000 0.0000 100.0000
16 N34 10.0000 4.5000 4.1000 0.0000 0.0000 100.0000
17 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
18 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
19 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
20 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
21 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
22 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
23 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
24 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
25 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
26 N22 10.0000 3.9000 1.8600 0.0000 0.0000 100.0000
27 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
28 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
29 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
30 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
31 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
32 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
33 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
34 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
35 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
36 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
37 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
38 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
39 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
40 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
41 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
42 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
43 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
44 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
45 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
46 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
47 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
48 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160933.7350 21464.0650 No Ponding Normal 0 0.0000
2 N53 -161132.8250 14803.0350 No Ponding Normal 0 0.0000
3 N52 -168049.5300 21557.1050 No Ponding Normal 0 0.0000
4 N38 -171342.0350 13776.1850 No Ponding Normal 0 0.0000
5 N51 -183391.7200 13671.2150 No Ponding Normal 0 0.0000
6 N48 -176025.4150 19815.8450 No Ponding Normal 0 0.0000
7 N50 -177291.3350 28776.7250 No Ponding Normal 0 0.0000
8 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
9 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
10 N45 -183781.4150 18191.7850 No Ponding Normal 0 0.0000
11 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
12 N42 -168854.7100 30176.4750 No Ponding Normal 0 0.0000
13 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
14 N36 -171002.6100 8477.4020 No Ponding Normal 0 0.0000
15 N35 -176413.7050 7885.9300 No Ponding Normal 0 0.0000
16 N34 -180869.7350 7741.9235 No Ponding Normal 0 0.0000
17 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
18 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
19 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
20 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
21 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
22 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
23 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
24 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
25 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
26 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
27 N21 -185150.2150 10420.6175 No Ponding Normal 0 0.0000
28 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
29 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
30 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
31 N17 -189367.5450 11390.8700 No Ponding Normal 0 0.0000
32 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
33 N15 -194635.3350 18302.1200 No Ponding Normal 0 0.0000
34 N14B -191784.3100 13315.6200 No Ponding Normal 0 0.0000
35 N14A -195516.3200 13900.7250 No Ponding Normal 0 0.0000
36 N13 -199544.1450 14155.5750 No Ponding Normal 0 0.0000
37 N12 -202640.9100 14379.8100 No Ponding Normal 0 0.0000
38 N11 -207024.4300 14873.4250 No Ponding Normal 0 0.0000
39 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
40 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
41 N8 -207636.5450 6126.5595 No Ponding Normal 0 0.0000
42 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
43 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
44 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
45 N4 -211049.3300 11314.7800 No Ponding Normal 0 0.0000
46 N3 -210711.3350 16862.2550 No Ponding Normal 0 0.0000
47 N2 -213577.0250 20559.9200 No Ponding Normal 0 0.0000
48 N1 -214633.7250 25034.5200 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N52 8.9000 7.0000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 5114b N51 N14B 4.8000 3.0000 No Design
4 4342 N43 N42 9.2000 7.3000 No Design
5 3736 N37 N30 7.0000 5.5200 No Design
6 3534 N35 N34 4.2000 4.1000 No Design
7 3422 N34 N22 4.1000 3.4000 No Design
8 3130 N31 N30 7.5000 5.7000 No Design
9 3024 N30 N24 4.2000 2.8600 No Design
10 3036 N30 N36 5.6200 5.5200 No Design
11 2827 N28 N27 8.3000 6.7000 No Design
12 2726 N27 N26 6.7000 6.5000 No Design
13 2629 N26 N29 6.5000 6.4000 No Design
14 2930 N29 N30 6.4000 5.6200 No Design
15 2725 N27 N25 5.3500 4.8700 No Design
16 2524 N25 N24 4.8700 2.8600 No Design
17 2422 N24 N22 2.5900 1.8600 No Design
18 L575 N23 N22 4.7000 3.4000 No Design
19 2117 N21 N17 3.0000 2.9500 No Design
20 1714B N17 N14B 2.8500 2.8000 No Design
21 1716 N17 N16 1.7500 1.3500 No Design
22 1615 N16 N15 1.3400 1.2100 No Design
23 1614A N16 N14A 1.6500 1.6000 No Design
24 4514B N45 N14B 3.5000 2.8500 No Design
25 4515 N45 N15 2.5000 1.2100 No Design
26 1502 N15 N2 1.2100 1.0500 No Design
27 14A13 N13 N14A 1.8600 1.6000 No Design
28 1312 N13 N12 1.8600 1.6800 No Design
29 1211 N12 N11 1.6800 1.3400 No Design
30 1103 N11 N3 1.3400 1.1000 No Design
31 0912 N9 N12 3.5000 2.0000 No Design
32 0908 N9 N8 2.5000 2.0000 No Design
33 0811 N8 N11 3.0000 2.0000 No Design
34 0804 N8 N4 2.0000 1.7000 No Design
35 0201 N2 N1 1.0500 0.9300 No Design
36 5248 N52 N48 7.0000 4.8000 No Design
37 4845 N48 N45 4.6000 3.5000 No Design
38 4250 N42 N50 7.3000 5.7000 No Design
39 5338 N53 N38 8.5000 6.0000 No Design
40 3851 N38 N51 6.1500 4.8000 No Design
41 4746o N47 N46 4.6000 4.0000 No Design
42 4746u N47 N46 3.6000 3.0000 No Design
43 4645o N46 N45 4.0000 3.5000 No Design
44 4645u N46 N45 3.0000 2.5000 No Design
45 3836o N38 N36 6.0000 5.5200 No Design
46 3635o N36 N35 5.7700 5.2000 No Design
47 2217o N22 N17 3.4000 2.9500 No Design
48 2217u N22 N17 1.8600 1.7500 No Design
49 2019o N20 N19 7.0000 6.0000 No Design
50 2019u N20 N19 6.0000 4.5000 No Design
51 1918o N19 N18 6.0000 3.0000 No Design
52 1918u N19 N18 4.5000 1.9000 No Design
53 1817o N18 N17 3.0000 2.9500 No Design
54 1817u N18 N17 1.9000 1.7500 No Design
55 1009o N10 N9 4.6000 3.5000 No Design
56 1009u N10 N9 3.6000 2.5000 No Design
57 0706o N7 N6 5.0000 4.5000 No Design
58 0706u N7 N6 4.0000 3.5000 No Design
59 0604o N6 N4 4.5000 2.8000 No Design
60 0604u N6 N4 3.5000 1.7000 No Design
61 0504o N5 N4 4.3000 2.8000 No Design
62 0504u N5 N4 3.3000 1.7000 No Design
63 0403o N4 N3 2.8000 2.0000 No Design
64 0403u N4 N3 1.7000 1.1000 No Design
65 0302o N3 N2 1.8200 1.8100 No Design
66 0302u N3 N2 1.1000 1.0500 No Design
67 14a14bo N14B N14A 2.9900 2.5000 No Design
68 14a14bu N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE TEWANTIN
EXISTING CASE
Title from immediately preceding computational layer
EAGLE DRIVE TEWANTIN
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 35
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.15
#################################################
# Element numbers of interface inlet locations: #
#################################################
N54 N52 N48 N43 N42 N50 N47
N45 N53 N38 N37 N31 N28 N27
N35 N23 N22 N21 N20 N19 N18
N17 N10 N8 N7 N6 N5 N4
N11 N2 N26 N29 N30 N36 N51
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file Section 3
was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 8.2971 0.0288
5047 2.8812 0.0234
5114b 3.5733 0.0360
4342 10.3858 0.0345
3736 14.9983 0.0296
3534 5.8173 0.0100
3422 6.0122 0.0175
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
5248 8.1651 0.0379
4845 2.5500 0.0183
4250 11.5986 0.0276
5338 8.7547 0.0321
3851 5.0145 0.0321
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
3836o 9.9729 0.0120
3635o 35.6736 0.0285
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14a14bo 75.9084 0.0490
14a14bu 0.1368 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 8.50 N52/ 0.00 / 7.00
N38/ 0.00 / 5.00 N51/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50/ 0.00 / 4.70 N47/ 0.00 / 3.60 N46/ 0.00 / 3.00
N45/ 0.00 / 2.50 N43/ 0.00 / 9.20 N42/ 0.00 / 7.30
N37/ 0.00 / 7.00 N36/ 0.00 / 4.47 N35/ 0.00 / 3.20
N34/ 0.00 / 4.10 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.00/ 7.00 5047/ 3.60/ 3.60 5114b/ 1.80/ 1.80
4342/ 7.30/ 7.30 3736/ 4.20/ 4.20 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 5248/ 3.60/ 3.60
4845/ 2.50/ 2.50 4250/ 4.70/ 4.70 5338/ 5.00/ 5.00
3851/ 3.80/ 3.80 4746o/ 3.00/ 3.00 4746u/ 3.00/ 3.00
4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50 3836o/ 4.47/ 4.47
3635o/ 3.20/ 3.20 2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75
2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90
1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75
1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50
0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70
0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10
0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 230.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 3.2566 8.1415 0.0000
N51 4.1449 10.3622 45.0000
N48 3.5864 8.9659 45.0000
N50 3.0958 7.7394 65.0000
N47 1.2420 3.1050 150.0000
N46 2.5591 6.3976 325.0000
N45 0.8750 2.1875 18105.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 3.0786 7.6965 35.0000
N35 4.7780 11.9451 0.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 0.2728 0.6820 385.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 3.1663 7.9157 755.0000
N26 50.0000 50.0000 0.0000
N25 3.5068 8.7670 230.0000
N24 1.8277 4.5692 5.0000
N23 50.0000 50.0000 0.0000
N22 4.8432 12.1080 0.0000
N21 3.1381 7.8452 95.0000
N20 43.9658 50.0000 0.0000
N19 21.6755 50.0000 0.0000
N18 3.9352 9.8380 25.0000
N17 11.8940 29.7349 0.0000
N16 13.0015 32.5037 0.0000
N15 21.5338 50.0000 0.0000
N14B 0.7084 1.7710 950.0000
N14A 15.2005 38.0012 0.0000
N13 50.0000 50.0000 0.0000
N12 35.4845 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N10 47.1588 50.0000 0.0000
N9 9.6310 24.0776 0.0000
N8 9.2712 23.1780 0.0000
N7 1.3017 3.2543 130.0000
N6 1.0856 2.7139 25.0000
N5 28.8046 50.0000 0.0000
N4 37.5972 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 10.0000 -0.0003 0.0135 Normal Soln
5047 43.3280 43.3280 50.0000 0.0000 0.0050 0.1346 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 -0.0007 0.0264 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0004 0.0112 Normal Soln
3736 41.4726 41.4726 50.0000 0.0000 0.0007 0.0102 Normal Soln
3534 17.7056 17.7056 50.0000 0.0000 0.0017 0.0126 Normal Soln
3422 50.0000 50.0000 50.0000 0.0000 0.0003 0.0076 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 -0.0015 0.0176 Normal Soln
3024 7.5683 7.5683 17.5523 0.0000 -0.0045 2.1042 Normal Soln
3036 16.3426 16.3426 50.0000 0.0000 0.0037 0.0744 Normal Soln
2827 34.3568 34.3568 50.0000 0.0000 0.0007 0.0169 Normal Soln
2726 10.5476 10.5476 50.0000 0.0000 0.0029 0.0108 Normal Soln
2629 50.0000 50.0000 50.0000 0.0000 -0.0012 0.0467 Normal Soln
2930 32.7135 32.7135 50.0000 0.0000 0.0011 0.0395 Normal Soln
2725 5.0055 5.0055 12.7483 0.0000 -0.0021 2.5431 Normal Soln
2524 15.8995 15.8995 32.7151 0.0000 -0.0025 2.1111 Normal Soln
2422 6.8634 6.8634 17.0271 0.0000 0.0121 1.6652 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0011 0.0874 Normal Soln
2117 10.8902 10.8902 26.7065 0.0000 0.0018 0.0450 Normal Soln
1714B 25.7682 25.7682 50.0000 0.0000 -0.0016 0.0421 Normal Soln
1716 5.1867 5.1867 13.8715 0.0000 -0.0090 1.0960 Normal Soln
1615 4.3707 4.3707 11.0736 0.0000 0.0078 2.8393 Normal Soln
1614A 2.1124 2.1124 7.0158 4.0000 0.0055 1.9437 Normal Soln
4514B 14.7674 14.7674 24.5028 0.0000 -0.0017 0.0198 Normal Soln
4515 5.6598 5.6598 12.8840 0.0000 -0.0031 1.9749 Normal Soln
1502 15.9321 15.9321 35.2013 0.0000 0.0094 4.1394 Normal Soln
14A13 4.5592 4.5592 26.3384 0.0000 -0.0055 0.0943 Normal Soln
1312 7.1759 7.1759 38.5964 0.0000 0.0049 0.0964 Normal Soln
1211 21.1309 21.1309 50.0000 0.0000 0.0039 0.0667 Normal Soln
1103 15.8210 15.8210 50.0000 0.0000 -0.0038 0.0491 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 14.0458 14.0458 50.0000 0.0000 -0.0010 1.4378 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0804 12.9268 12.9268 40.5783 0.0000 0.0014 1.8784 Normal Soln
0201 3.0590 3.0590 7.3210 313.0833 0.0145 0.0406 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0008 0.0257 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0051 0.1112 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0007 0.0212 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0010 0.0141 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 23.2770 23.2770 42.7209 0.0000 -0.0031 0.0057 Normal Soln
4746u 5.4130 5.4130 17.7128 0.0000 -0.0024 1.6800 Normal Soln
4645o 36.1165 36.1165 50.0000 0.0000 -0.0015 0.0069 Normal Soln
4645u 7.1190 7.1190 24.1320 0.0000 0.0032 2.4434 Normal Soln
3836o 39.0716 39.0716 50.0000 0.0000 0.0005 0.0155 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 6.3926 6.3926 16.3115 0.0000 0.0106 2.9951 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 7.1784 7.1784 12.2770 0.0000 0.0012 0.8741 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 19.2206 19.2206 46.6268 0.0000 -0.0951 1.2448 Normal Soln
1817o 27.4805 27.4805 50.0000 0.0000 0.0011 0.0064 Normal Soln
1817u 4.0221 4.0221 10.1645 0.0000 -0.0081 2.5201 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 14.1257 14.1257 30.8879 0.0000 -0.0011 0.9859 Normal Soln
0706o 50.0000 50.0000 50.0000 0.0000 -0.0005 0.0026 Normal Soln
0706u 6.8624 6.8624 24.6571 0.0000 -0.0018 1.9318 Normal Soln
0604o 50.0000 50.0000 50.0000 0.0000 -0.0015 0.0113 Normal Soln
0604u 9.6332 9.6332 20.5166 0.0000 0.0017 2.0972 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 15.3431 15.3431 39.3414 0.0000 0.0038 1.6639 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 4.1969 4.1969 8.8628 0.0000 0.0038 0.9054 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.3513 3.3513 16.7190 0.0000 0.0027 0.3681 Normal Soln
14a14bo 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
14a14bu 1.8882 1.8882 4.9914 32.9167 -0.0079 2.3790 Normal Soln
The conduit with the smallest time step limitation was..0201
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................1918u
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.00 / 6.00/ N51/ 1.00 / 4.80/ N48/ 1.00 / 4.60/
N50/ 1.00 / 5.70/ N47/ 0.00 / 3.60/ N46/ 0.00 / 3.00/
N45/ 0.00 / 2.50/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.15 / 5.62/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.01 / 4.21/
N29/ 0.00 / 6.40/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.02 / 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/ 0.01 / 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/ 3.23 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.46 / 2930/ 0.20 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.03 / 1714B/ 1.68 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.12 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.10 /
0912/ 0.03 / 0908/ 0.15 / 0811/ 0.00 /
0804/ 0.18 / 0201/ 0.28 / 5248/ 0.32 /
4845/ 0.22 / 4250/ 0.36 / 5338/ 1.79 /
3851/ 0.03 / 4746o/ 0.01 / 4746u/ 0.12 /
4645o/ 0.03 / 4645u/ 0.12 / 3836o/ 3.27 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.29 /
2019o/ 0.00 / 2019u/ 0.18 / 1918o/ 0.04 /
1918u/ 0.24 / 1817o/ 0.07 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.06 /
0706u/ 0.12 / 0604o/ 0.11 / 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/ 1.02 / N48/ 1.03 /
N50/ 1.04 / N47/ 1.05 / N46/ 1.05 /
N45/ 1.09 / N43/ 0.02 / N42/ 0.02 /
N37/ 0.05 / N36/ 1.26 / N35/ 1.01 /
N34/ 0.02 / N31/ 0.02 / N30/ 1.52 /
N29/ 0.09 / N28/ 0.06 / N27/ 1.36 /
N26/ 0.10 / N25/ 0.66 / N24/ 1.16 /
N23/ 0.10 / N22/ 1.24 / N21/ 1.04 /
N20/ 0.29 / N19/ 0.35 / N18/ 1.17 /
N17/ 0.93 / N16/ 1.43 / N15/ 0.98 /
N14B/ 1.18 / N14A/ 0.89 / N13/ 0.52 /
N12/ 0.53 / N11/ 0.61 / N10/ 0.19 /
N9/ 0.51 / N8/ 0.71 / N7/ 1.01 /
N6/ 1.02 / N5/ 0.24 / N4/ 0.64 /
N3/ 0.57 / N2/ 0.58 / N1/ 0.58 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.16 / 2827/ 0.00 / 2726/ 0.00 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.16 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.00 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Final Volume
5453/ 0.10 / 5047/ 0.09 / 5114b/ 0.02 /
4342/ 0.06 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.06 /
3036/ 2.91 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.17 / 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/ 0.56 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.48 /
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........ 7069
Total number of time steps during simulation.... 5440
Ratio of actual # of time steps / NTCYC......... 1.259
Average number of iterations per time step...... 1.299
Average time step size(seconds)................ 3.971
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.659
Average minimum implicit time step (sec)........ 1.628
Average minimum junction time step (sec)........ 1.628
Average Courant Factor Tf....................... 1.628
Number of times omega reduced................... 26
*=========================================================*
| 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 5455 0 5 0 0 0
N53 0 1.00 5452 0 5 0 0 0
N52 0 1.06 5761 0 7 0 0 0
N38 0 1.04 5644 0 11 1 0 0
N51 0 1.02 5526 1 25 1 1 0
N48 0 1.09 5946 0 16 1 0 0
N50 0 1.13 6146 1 25 1 1 0
N47 0 1.16 6335 0 7 0 0 0
N46 0 1.19 6486 0 5 0 0 0
N45 0 1.37 7444 5 16 3 0 0
N43 0 1.00 5465 0 5 0 0 0
N42 0 1.08 5896 0 4 0 0 0
N37 0 1.04 5644 0 6 0 0 0
N36 0 1.14 6224 0 7 0 0 0
N35 0 1.01 5514 1 15 1 0 0
N34 0 1.02 5553 0 7 0 0 0
N31 0 1.08 5852 0 7 0 0 0
N30 0 1.33 7261 0 9 0 0 0
N29 0 1.15 6244 0 6 0 0 0
N28 0 1.08 5850 0 7 0 0 0
N27 0 1.26 6848 1 18 1 0 0
N26 0 1.07 5811 0 14 1 0 0
N25 0 1.20 6524 0 6 0 0 0
N24 0 1.37 7457 0 7 0 0 0
N23 0 1.16 6286 0 7 0 0 0
N22 0 1.27 6916 0 7 0 0 0
N21 0 1.35 7361 1 17 1 0 0
N20 0 1.10 6002 0 5 0 0 0
N19 0 1.26 6862 0 6 0 0 0
N18 0 1.29 7009 0 7 0 0 0
N17 0 1.56 8483 0 6 0 0 0
N16 0 1.56 8496 2 13 5 0 0
N15 0 1.32 7190 0 7 0 0 0
N14B 0 1.42 7731 1 12 1 0 0
N14A 0 1.53 8302 2 14 5 0 0
N13 0 1.39 7574 0 6 0 0 0
N12 0 1.30 7058 0 7 0 0 0
N11 0 1.35 7335 0 12 1 0 0
N10 0 1.07 5794 0 5 0 0 0
N9 0 1.14 6208 0 4 0 0 0
N8 0 1.14 6186 0 5 0 0 0
N7 0 1.08 5901 0 8 0 0 0
N6 0 1.26 6857 1 17 1 0 0
N5 0 1.07 5800 0 4 0 0 0
N4 0 1.34 7303 3 13 3 0 0
N3 0 1.59 8652 3 11 3 0 0
N2 0 1.57 8547 0 8 0 0 0
N1 0 1.50 8147 4 8 0 0 0
Total number of iterations for all junctions.. 318338
Minimum number of possible iterations......... 261120
Efficiency of the simulation.................. 1.22
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 8.9181 0 26 0.0000 1.0819 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5183 0 26 0.0000 1.4817 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0237 0 30 0.0000 2.9763 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0644 0 36 0.0000 3.9356 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8150 0 25 0.0000 5.1850 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6335 0 26 0.0000 5.3665 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7380 0 28 0.0000 4.2620 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6480 0 29 0.0000 5.3520 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0536 0 30 0.0000 5.9464 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5892 0 29 0.0000 6.4108 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2172 0 25 0.0000 0.7828 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3214 0 27 0.0000 2.6786 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0530 0 25 0.0000 2.9470 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.7296 0 30 0.0000 4.2704 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2148 0 25 0.0000 5.7852 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1189 0 26 0.0000 5.8811 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5172 0 25 0.0000 2.4828 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.7247 0 30 0.0000 4.2753 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.4906 0 26 0.0000 3.5094 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3642 0 25 0.0000 1.6358 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7130 0 25 0.0000 3.2870 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.5996 0 26 0.0000 3.4004 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.5300 0 26 0.2850 4.4700 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 3.7546 0 26 0.4446 6.2454 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8045 0 25 0.0000 5.1955 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.0993 0 26 0.0000 6.9007 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0361 0 25 0.0000 6.9639 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.2876 0 25 0.0000 3.7124 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.8468 0 25 0.0000 5.1532 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.0674 0 26 0.0000 6.9326 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.6832 0 26 0.0000 7.3168 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.7664 0 26 0.3664 7.2336 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.1856 0 25 0.1506 7.8144 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 2.9802 0 31 0.0000 7.0198 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.4935 0 26 0.0000 7.5065 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.3849 0 26 0.0000 7.6151 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.2124 0 28 0.0000 7.7876 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 1.9463 0 30 0.0000 8.0537 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.7874 0 22 0.0000 6.2126 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.0089 0 25 0.0000 6.9911 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 2.7106 0 25 0.0000 7.2894 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0076 0 25 0.0000 4.9924 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5189 0 25 0.0000 5.4811 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.5445 0 25 0.0000 6.4555 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.3420 0 25 0.0000 7.6580 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.6703 0 26 0.0000 8.3297 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.6307 0 27 0.0000 8.3693 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.5107 0 27 0.0000 8.4893 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 0.0558 0 26 0.1506 0 0 0.0067 8.9181 7.0237 .0903 .1184
5047 2.8812 1.4600 200.0000 0.1831 0 28 0.4800 0 25 0.0635 5.7380 4.6480 .1898 .2402
5114b 3.5733 1.8108 200.0000 0.0407 0 25 0.3068 0 25 0.0114 4.8150 3.0117 .0751 .0587
4342 10.3858 1.3631 200.0000 0.0578 0 25 0.2406 0 0 0.0056 9.2172 7.3214 .0861 .1072
3736 14.9983 3.6090 400.0000 0.0720 0 25 0.7149 0 22 0.0048 7.0530 5.7247 .1325 .5117
3534 5.8173 1.4765 400.0000 0.0249 0 25 0.1559 0 23 0.0043 4.2148 4.1189 .0370 .0473
3422 6.0122 1.5213 400.0000 0.0202 0 26 0.1614 0 26 0.0034 4.1189 3.4052 .0473 .0130
3130 13.5508 2.2744 300.0000 0.1024 0 27 0.3257 0 27 0.0076 7.5172 5.7247 .0573 .0823
3024 0.4621 2.9058 450.0000 0.4442 0 35 2.9070 0 37 0.9612 5.7247 3.7546 3.388 1.988
3036 6.7857 1.4251 400.0000 -0.1432 0 37 -0.1940 0 40 -0.0211 5.7247 5.7296 .2617 .5240
2827 15.5945 3.7524 400.0000 0.1225 0 25 0.8942 0 25 0.0079 8.3642 6.7642 .1606 .1605
2726 18.5574 3.1124 300.0000 0.1006 0 25 0.1245 0 23 0.0054 6.7130 6.5996 .0433 .3320
2629 2.4524 0.5150 400.0000 0.0566 0 26 0.1822 0 26 0.0231 6.5996 6.4906 .2490 .2264
2930 11.6053 2.4373 400.0000 0.2252 0 26 0.7994 0 26 0.0194 6.4906 5.7247 .2264 .2617
2725 0.2218 2.0080 375.0000 0.2597 0 22 2.3533 0 22 1.1709 6.7130 5.5300 3.634 1.759
2524 0.2779 2.5163 375.0000 0.2529 0 22 2.4463 0 21 0.9099 5.5300 3.7546 1.759 2.385
2422 0.8401 2.9711 600.0000 0.6513 0 22 2.2966 0 22 0.7753 3.7546 3.0993 1.941 2.065
L575 4.4056 1.1111 300.0000 0.1824 0 25 0.4234 0 25 0.0414 4.8045 3.4770 .3483 .2567
2117 10.3655 2.0976 500.0000 0.1108 0 25 0.3744 0 25 0.0107 3.0361 2.9730 .0721 .0460
1714B 8.1188 0.9553 500.0000 -0.1713 0 32 -0.2705 0 32 -0.0211 2.9368 2.9802 .1736 .3603
1716 3.1532 3.6415 1050.000 1.7233 0 26 2.1633 0 23 0.5465 2.6832 2.7664 .8888 1.348
1615 0.7725 1.7486 750.0000 1.0815 0 26 2.4383 0 26 1.4000 2.7664 2.1856 1.901 1.300
1614A 0.7872 1.7819 750.0000 0.6423 0 26 1.4254 0 26 0.8159 2.7664 2.4935 1.488 1.191
4514B 28.0567 3.5017 450.0000 0.2777 0 29 0.9825 0 25 0.0099 3.5892 2.9802 .1982 .2893
4515 0.1942 2.7467 300.0000 0.1775 0 57 2.4838 0 57 0.9140 3.5892 2.1856 3.630 3.252
1502 0.6052 1.1322 825.0000 1.2461 0 26 2.5568 0 26 2.0588 2.1856 1.6307 1.182 .7039
14A13 16.6072 0.8411 1700.000 -0.7614 0 26 -0.3797 0 26 -0.0458 2.4935 2.3849 .3726 .4617
1312 15.7543 0.6101 1400.000 0.7588 0 26 0.3627 0 26 0.0482 2.3849 2.2124 .3749 .3803
1211 22.0747 0.6694 1700.000 0.7352 0 28 0.2460 0 25 0.0333 2.2124 1.9463 .3132 .3567
1103 34.9730 0.7240 2000.000 0.8554 0 30 0.3609 0 32 0.0245 1.9463 1.6703 .3032 .2852
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.0089 2.2124 .0000 .0000
0908 0.1628 1.4741 375.0000 0.1063 0 26 0.9971 0 13 0.6527 3.0089 2.7106 1.357 1.894
0811 6.0914 1.5476 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.9463 1.9463 .0000 .0000
0804 0.2208 1.3886 450.0000 0.1966 0 25 1.2324 0 25 0.8903 2.7106 2.3419 1.579 1.426
0201 142.3584 2.9703 2000.000 2.8679 0 27 1.3663 0 28 0.0201 1.6307 1.5107 .2904 .2903
5248 8.1651 1.4277 200.0000 0.0891 0 30 0.2367 0 28 0.0109 7.0237 4.8177 .1184 .0887
4845 2.5500 1.2922 200.0000 0.1317 0 26 0.2969 0 16 0.0516 4.6335 3.5892 .1675 .4458
4250 11.5986 1.2184 200.0000 0.1229 0 27 0.3318 0 0 0.0106 7.3214 5.7380 .1072 .1898
5338 8.7547 1.3127 200.0000 0.0616 0 26 0.2883 0 0 0.0070 8.5183 6.0644 .0916 .3220
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0644 4.8150 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.0502 0 29 0.5855 0 27 0.0029 4.6480 4.0536 .1201 .1341
4746u 0.1498 2.1194 300.0000 0.1013 0 23 1.4115 0 23 0.6762 4.6480 4.0536 3.493 3.512
4645o 15.8729 2.3953 400.0000 0.0546 0 30 0.3080 0 30 0.0034 4.0536 3.5892 .1341 .2229
4645u 0.1105 1.5637 300.0000 0.0982 0 30 1.3675 0 30 0.8888 4.0536 3.5892 3.512 3.630
3836o 9.9729 2.0945 400.0000 0.0776 0 36 0.1326 0 40 0.0078 6.0644 5.7296 .1610 .5240
3635o 35.6736 2.3986 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2148 4.2148 .0000 .0000
2217o 14.0423 1.9555 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.6832 2.6832 .0000 .0000
2217u 0.6241 1.4127 750.0000 0.8913 0 25 2.1473 0 22 1.4282 3.0992 2.6832 1.652 1.244
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.8468 4.8468 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.2754 0 25 2.4487 0 28 0.4320 6.2876 4.8468 .6392 .7706
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.8467 3.0674 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.5182 0 25 2.3597 0 23 0.5490 4.8467 3.0674 .5779 1.945
1817o 9.1593 1.0777 500.0000 0.0297 0 26 0.2581 0 26 0.0032 3.0674 2.9926 .1348 .0852
1817u 0.5070 1.7932 600.0000 0.6145 0 24 2.1644 0 24 1.2119 3.0674 2.6832 1.945 1.555
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 3.0089 3.0089 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1089 0 24 1.6193 0 22 0.4509 3.7874 3.0089 .4998 1.357
0706o 7.2322 2.6186 300.0000 0.0094 0 25 0.1421 0 25 0.0013 5.0076 4.5189 .0252 .0631
0706u 0.1248 1.7661 300.0000 0.0873 0 23 1.2167 0 23 0.6992 5.0076 4.5189 3.358 3.396
0604o 9.6606 3.5631 300.0000 0.0550 0 25 0.5467 0 25 0.0057 4.5189 2.8176 .0631 .0588
0604u 0.3116 2.8210 375.0000 0.3090 0 28 2.7785 0 28 0.9918 4.5189 2.3419 2.717 1.711
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.3419 2.3419 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.1051 0 25 1.6026 0 25 0.6823 3.5444 2.3419 .8148 2.139
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6703 1.6703 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.8557 0 25 2.2570 0 25 0.4438 2.3420 1.6703 .8560 .7605
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6307 1.6307 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.5154 0 27 0.5981 0 27 0.1583 1.6703 1.6307 .9506 .9679
14a14bo 75.9084 3.3944 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4935 2.4935 .0000 .0000
14a14bu 0.1368 1.9347 300.0000 0.1434 0 43 2.0035 0 43 1.0484 2.9802 2.4935 3.933 2.978
FREE # 1 Undefnd Undefnd Undefn 2.8679 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 0.0118 0.4102 0.0028
5047 7.0000 14.4722 0.0000 338.5278 0.0421 0.4167 0.0189
5114b 8.5000 0.0000 0.0000 351.5000 0.0135 0.1327 0.0041
4342 0.1667 359.8333 0.0000 0.0000 0.0103 0.4106 0.0027
3736 0.1667 18.6111 0.0000 341.2222 0.0586 0.6199 0.0349
3534 7.9167 352.0833 0.0000 0.0000 0.0164 0.1618 0.0026
3422 7.9167 0.0000 0.0000 352.0833 0.0127 0.1249 0.0019
3130 0.1667 10.6389 0.0000 349.1944 0.0178 0.3524 0.0052
3024 0.1667 15.3333 0.0000 344.5000 0.1296 0.1638 2.9569
3036 13.7500 11.7222 334.5278 0.0000 0.0824 0.9286 0.0261
2827 0.1667 0.0000 0.0000 359.8333 0.0316 0.1371 0.0574
2726 353.7083 6.2917 0.0000 0.0000 0.0493 0.9856 0.0055
2629 0.2500 359.7500 0.0000 0.0000 0.0469 0.3114 0.0172
2930 0.2500 12.1389 0.0000 347.6111 0.0458 0.2991 0.0723
2725 0.1667 359.8333 0.0000 0.0000 0.1043 0.1139 2.0860
2524 0.1667 19.7500 0.0000 340.0833 0.1120 0.1137 1.6086
2422 0.1667 359.8333 0.0000 0.0000 0.1679 0.2905 2.6401
L575 0.1667 0.0000 0.0000 359.8333 0.0461 0.4309 0.0384
2117 5.3333 0.0000 0.0000 354.6667 0.0300 0.2960 0.0111
1714B 336.6389 0.0000 23.3611 0.0000 0.0595 0.6332 0.0361
1716 0.1667 354.7083 0.0000 5.1250 0.2938 0.8376 2.4170
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4521 2.9271
1614A 8.5417 59.5000 291.9583 0.0000 0.2281 0.4608 1.4321
4514B 317.5000 18.2778 0.0000 24.2222 0.0533 0.4097 0.0833
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.3292
1502 0.1667 359.8333 0.0000 0.0000 0.2348 0.4884 1.9863
14A13 106.5833 253.4167 0.0000 0.0000 0.3059 2.0080 0.2689
1312 106.6667 253.3333 0.0000 0.0000 0.2543 2.1077 0.1902
1211 12.1667 347.8333 0.0000 0.0000 0.2301 3.1235 0.1347
1103 0.1667 359.8333 0.0000 0.0000 0.3452 2.4081 0.2069
0912 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 0.5650
0811 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0804 0.1667 359.8333 0.0000 0.0000 0.1309 0.1657 0.8277
0201 0.1667 359.8333 0.0000 0.0000 0.3523 2.1006 0.7928
5248 0.1667 0.0000 0.0000 359.8333 0.0127 0.3781 0.0049
4845 7.7500 42.2917 0.0000 309.9583 0.0576 0.5732 0.0140
4250 0.1667 353.0000 0.0000 6.8333 0.0198 0.9880 0.0037
5338 0.1667 352.9583 0.0000 6.8750 0.0292 1.0173 0.0025
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 344.3611 15.1944 0.0000 0.4444 0.0249 0.0880 0.0290
4746u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0729 1.4760
4645o 343.0278 16.9722 0.0000 0.0000 0.0343 0.1775 0.0220
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.4651
3836o 7.0833 352.9167 0.0000 0.0000 0.0653 0.6937 0.0165
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 0.2138 0.4522 2.1596
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1321 0.1180 0.7390
1918o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 359.8333 0.0000 0.0000 0.1573 0.2211 1.7647
1817o 356.6111 0.0000 0.0000 3.3889 0.0277 0.1154 0.0142
1817u 0.1667 359.8333 0.0000 0.0000 0.1825 0.2938 2.1806
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.1018 0.0816 0.4521
0706o 356.3889 3.6111 0.0000 0.0000 0.0115 0.0672 0.0018
0706u 0.1667 359.8333 0.0000 0.0000 0.0875 0.0728 1.2277
0604o 354.1667 0.0000 0.0000 5.8333 0.0169 0.1007 0.0100
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.2578
0504o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0660 0.7068
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2276 0.3796 1.3515
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 0.8625 0.3439
14a14bo 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14a14bu 8.5000 351.5000 0.0000 0.0000 0.0839 0.0727 1.8215
*===========================================*
| 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 0.0044 95.7612 0.0002 0.9989 0.1664 0.0036 0.0990 2.8739
5047 0.0177 383.1346 0.0006 0.9770 1.0380 0.0099 0.0978 0.0350
5114b 0.0030 64.6298 0.0001 0.9702 1.0573 0.0028 0.0278 0.0350
4342 0.0043 93.6713 0.0002 0.9989 0.2015 0.0029 0.0875 2.8739
3736 0.0046 99.6329 0.0002 0.9989 1.1102 0.0101 0.0659 1.2773
3534 0.0014 31.2331 0.0001 0.9728 0.1887 0.0032 0.0315 0.0350
3422 0.0015 31.3467 0.0001 0.9728 0.5449 0.0026 0.0254 0.0450
3130 0.0067 145.1556 0.0003 0.9989 1.0463 0.0033 0.0662 2.2352
3024 0.0493 1065.5087 0.0016 0.9989 1.5524 0.0514 0.0420 0.8302
3036 -0.0164 -353.5355 0.0008 0.9502 0.0000 0.0402 0.3226 0.0201
2827 0.0079 171.6144 0.0004 0.9989 1.2651 0.0079 0.0231 1.2773
2726 0.0009 20.1569 0.0002 0.0423 0.0102 0.0252 0.0408 0.0200
2629 0.0026 55.8918 0.0002 0.9989 0.1448 0.0135 0.0472 2.2352
2930 0.0158 340.5765 0.0008 0.9989 0.7744 0.0133 0.0551 1.2773
2725 0.0211 456.1305 0.0009 0.9989 1.2389 0.0353 0.0251 0.8302
2524 0.0210 454.5449 0.0009 0.9960 1.7641 0.0331 0.0215 0.0130
2422 0.0706 1524.0635 0.0024 0.9989 0.9281 0.0682 0.0774 0.8302
L575 0.0125 270.4221 0.0005 0.9989 0.5781 0.0120 0.0755 2.8739
2117 0.0069 148.2224 0.0008 0.9842 0.9708 0.0055 0.0542 0.0200
1714B -0.0067 -144.4306 0.0004 0.1581 0.0000 0.0080 0.0689 0.0206
1716 0.1554 3356.1941 0.0054 0.9989 1.0604 0.0978 0.1788 Section 4
0.8302
1615 0.1254 2708.6518 0.0042 0.9961 0.5567 0.0949 0.1525 0.0130
1614A 0.0301 649.9794 0.0018 0.9702 0.0583 0.0707 0.1145 0.0130
4514B 0.0155 334.8149 0.0007 0.2524 0.2226 0.0088 0.0521 0.0207
4515 0.0303 655.0076 0.0008 0.9989 0.6396 0.0433 0.0296 0.8302
1502 0.1559 3367.2339 0.0050 0.9989 0.7946 0.0998 0.1467 0.8302
14A13 -0.0419 -905.8561 0.0020 0.7496 0.0008 0.0798 0.3428 0.1233
1312 0.0421 910.1855 0.0021 0.7493 0.0432 0.0479 0.3320 0.1230
1211 0.0427 922.1776 0.0023 0.9574 0.0313 0.0503 0.4775 0.1236
1103 0.0594 1283.2599 0.0028 0.9989 0.1417 0.0892 0.4799 7.9829
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0132 0.1338 0.0450
0908 0.0072 154.9287 0.0003 0.9989 0.6908 0.0298 0.0173 0.8941
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0804 0.0139 300.9323 0.0006 0.9989 0.5480 0.0403 0.0315 0.8302
0201 0.2841 6136.8382 0.0100 0.9989 0.5492 0.1094 0.5034 2.5545
5248 0.0091 196.6893 0.0003 0.9989 0.6378 0.0039 0.0954 2.8739
4845 0.0134 290.1719 0.0005 0.9735 0.8689 0.0131 0.1299 0.0350
4250 0.0104 224.5074 0.0005 0.9987 0.2428 0.0052 0.2282 2.6284
5338 0.0050 108.4407 0.0002 0.9989 0.0670 0.0108 0.3500 2.8739
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0008 0.0104 0.0450
4746o 0.0014 30.2054 0.0001 0.1040 0.0814 0.0021 0.0066 0.0210
4746u 0.0239 516.7737 0.0005 0.9989 1.1825 0.0299 0.0210 0.8302
4645o 0.0016 34.4452 0.0001 0.1132 0.0354 0.0049 0.0223 0.0211
4645u 0.0237 512.5672 0.0005 0.9989 0.6654 0.0321 0.0230 0.8941
3836o 0.0111 238.9682 0.0003 0.9767 0.0621 0.0379 0.3014 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 0.0890 1921.6286 0.0032 0.9989 0.7720 0.0831 0.1100 0.8302
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0201
2019u 0.0218 471.7788 0.0008 0.9989 1.7668 0.0374 0.0212 0.8302
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0002 0.0009 0.0261
1918u 0.0391 845.5936 0.0019 0.9989 1.1438 0.0523 0.0475 0.8302
1817o 0.0001 3.0113 0.0001 0.0224 0.0088 0.0004 0.0015 0.0208
1817u 0.0498 1076.2967 0.0020 0.9989 0.7047 0.0641 0.0693 0.8302
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
1009u 0.0071 154.2767 0.0004 0.9989 1.1692 0.0246 0.0112 0.8941
0706o 0.0001 1.0925 0.0000 0.0239 0.0098 0.0003 0.0016 0.0208
0706u 0.0064 138.7748 0.0003 0.9989 0.7109 0.0266 0.0133 0.8302
0604o 0.0005 11.0129 0.0001 0.0386 0.0519 0.0005 0.0026 0.0205
0604u 0.0266 573.8413 0.0010 0.9989 1.4381 0.0364 0.0246 0.8302
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
0504u 0.0069 148.7929 0.0003 0.9989 0.6889 0.0267 0.0137 0.8302
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0403u 0.0616 1330.4865 0.0028 0.9989 2.4347 0.0636 0.0715 0.8302
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0219
0302u 0.1213 2620.2596 0.0022 0.9989 0.1303 0.1009 0.2350 0.4470
14a14bo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0350
14a14bu 0.0118 254.5782 0.0006 0.9702 0.2134 0.0344 0.0231 0.0130
FREE # 1 0.2842 6137.9827
*===============================================================*
| 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 0.0558 0.0000 0.9553 0.0142 0.0177 8.9181 7.0229 Max Flow
5047 0.1831 0.0000 0.7655 0.0328 0.0378 5.7380 4.6477 Max Flow
5114b 0.0407 0.0000 1.7929 0.0117 0.0131 4.8150 3.0117 Max Flow
4342 0.0578 0.0000 0.9909 0.0138 0.0170 9.2172 7.3213 Max Flow
3736 0.0719 0.0000 0.0302 0.0623 0.0525 7.0530 5.6799 Max Flow
3534 0.0249 0.0000 0.0700 0.0064 0.0140 4.2148 4.1185 Max Flow
3422 0.0202 0.0000 0.7122 0.0052 0.0110 4.1189 3.4052 Max Flow
3130 0.1024 0.0000 1.7920 0.0137 0.0153 7.5159 5.7159 Max Flow
3024 0.4442 1.2618 1.1368 0.4279 0.3543 5.7138 3.2747 Max Flow
3036 -0.0004 0.0000 0.0000 0.0025 0.0048 5.6220 5.6222 Max Flow
2827 0.1225 0.0000 1.6001 0.0770 0.0642 8.3642 6.7642 Max Flow
2726 0.1006 0.0000 0.0031 0.0135 0.0128 6.7130 6.5851 Max Flow
2629 0.0566 0.0000 0.1077 0.0554 0.0968 6.5996 6.4900 Max Flow
2930 0.2250 0.0000 0.7599 0.0975 0.0902 6.4905 5.7115 Max Flow
2725 0.2594 0.8486 0.6100 0.3503 0.3750 6.7024 5.2322 Max Flow
2524 0.2528 0.5199 1.4556 0.3484 0.2808 5.2312 3.2167 Max Flow
2422 0.6496 0.2779 0.4338 0.5189 0.3963 3.4823 2.7743 Max Flow
L575 0.1824 0.0000 1.3193 0.0770 0.0930 4.8045 3.4770 Max Flow
2117 0.1108 0.0000 0.0601 0.0230 0.0308 3.0361 2.9730 Max Flow
1714B 0.0000 0.0000 0.0000 0.0000 0.0000 2.8480 2.8480 Max Flow
1716 1.7231 -0.1505 0.1113 0.7481 0.5537 2.6830 2.7663 Max Flow
1615 1.0815 0.3262 0.2528 0.6365 0.7500 2.7643 2.1834 Max Flow
1614A 0.6422 0.2461 0.0320 0.4960 0.5149 2.7664 2.4931 Max Flow
4514B 0.2777 0.0000 0.2376 0.1061 0.0891 3.5892 2.9775 Max Flow
4515 0.1774 0.6864 1.0546 1.0133 0.2255 3.5133 1.7686 Max Flow
1502 1.2460 -0.1308 0.7320 0.6717 0.8250 2.1823 1.6302 Max Flow
14A13 0.0023 0.0000 0.0007 0.0113 0.0482 1.9153 1.9132 Max Flow
1312 0.7588 0.0000 0.1774 0.3253 0.5241 2.3849 2.2077 Max Flow
1211 0.7351 0.0000 0.2340 0.3219 0.5315 2.2124 1.9363 Max Flow
1103 0.8554 0.0000 0.2909 0.2499 0.6135 1.9463 1.6512 Max Flow
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0908 0.1062 0.0986 0.2070 0.2397 0.2208 2.9602 2.6529 Max Flow
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0804 0.1965 0.1344 0.2361 0.3121 0.3309 2.7076 2.3349 Max Flow
0201 2.8677 0.0000 0.1200 0.4857 0.5807 1.6307 1.5106 Max Flow
5248 0.0891 0.0000 2.2042 0.0177 0.0206 7.0237 4.8177 Max Flow
4845 0.1317 0.0000 0.1801 0.0263 0.0334 4.6335 3.5874 Max Flow
4250 0.1229 0.0000 0.3423 0.0173 0.0210 7.3214 5.7377 Max Flow
5338 0.0616 0.0000 0.0970 0.0150 0.0179 8.5183 6.0541 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.0502 0.0000 0.4509 0.0528 0.0480 4.6480 4.0534 Max Flow
4746u 0.1013 0.3364 0.2661 0.2463 0.1808 4.6247 4.0219 Max Flow
4645o 0.0546 0.0000 0.1124 0.0546 0.0532 4.0536 3.5890 Max Flow
4645u 0.0982 0.0823 0.3824 0.2431 0.2204 4.0536 3.5891 Max Flow
3836o 0.0776 0.0000 0.0093 0.0638 0.0644 6.0644 5.7183 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 0.8911 0.2006 0.2160 0.5840 0.7500 3.0636 2.6490 Max Flow
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2019u 0.2753 1.1375 0.4110 0.3673 0.2066 6.2876 4.8452 Max Flow
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1918u 0.5178 0.6989 1.2012 0.4705 0.3171 4.8467 3.0523 Max Flow
1817o 0.0297 0.0000 0.0694 0.0426 0.0611 3.0674 2.9926 Max Flow
1817u 0.6130 0.1977 0.2174 0.5072 0.6000 3.0179 2.6052 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.1089 0.6428 0.4318 0.2428 0.1765 3.7782 2.8498 Max Flow
0706o 0.0093 0.0000 0.0952 0.0053 0.0055 5.0075 4.5182 Max Flow
0706u 0.0873 0.2566 0.2373 0.2301 0.1849 5.0026 4.5089 Max Flow
0604o 0.0550 0.0000 1.6889 0.0220 0.0176 4.5189 2.8176 Max Flow
0604u 0.3090 0.5268 1.7459 0.9687 0.3049 4.4991 2.2236 Max Flow
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0504u 0.1051 0.4905 0.7354 0.2504 0.1818 3.5444 2.3419 Max Flow
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0403u 0.8551 0.5040 0.1244 0.5728 0.3497 2.3408 1.6578 Max Flow
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0302u 0.5154 0.0390 0.0011 0.2290 0.1391 1.6703 1.6307 Max Flow
14a14bo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
14a14bu 0.1434 0.4591 0.2144 0.2782 0.2618 2.9043 2.2260 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 13.6667 339.3333 7.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 6.3333 345.1667 8.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 1.0000 358.8333 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 352.1667 7.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 15.5000 336.6667 7.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 15.0000 344.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 346.3333 13.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 60.8333 230.6667 68.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 351.3333 0.0000 1.6667 0.0000 5.8333 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 341.6667 0.0000 0.0000 0.0000 17.1667 0.0000 None
L575 7.8333 352.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 36.1667 318.5000 5.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 23.3333 336.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 303.6667 27.8333 0.0000 0.0000 27.3333 0.0000 None
1615 0.8333 251.6667 2.3333 15.8333 28.1667 0.0000 61.1667 0.0000 None
1614A 0.0000 303.5000 0.0000 41.5000 7.8333 7.1667 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 285.1667 74.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 253.5000 106.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 4.0000 249.1667 106.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 347.8333 12.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.5000 359.3333 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 353.6667 0.0000 0.0000 0.0000 5.1667 0.0000 None
0811 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 282.5000 51.1667 0.0000 7.5000 0.0000 18.8333 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 17.0000 342.6667 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 6.3333 346.0000 7.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 5.8333 353.6667 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 0.5000 359.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.5000 0.6667 317.0000 4.6667 0.0000 18.1667 19.0000 0.0000 None
4645o 0.0000 4.0000 356.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 312.6667 1.1667 0.0000 43.1667 1.8333 0.0000 None
3836o 0.0000 353.0000 7.0000 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 296.0000 58.5000 0.1667 0.0000 5.3333 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 1.5000 2.0000 356.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 2.5000 295.8333 1.3333 9.0000 0.0000 51.3333 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 3.5000 356.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 351.3333 0.5000 0.0000 6.1667 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 209.8333 145.8333 0.0000 0.0000 3.1667 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 307.1667 13.6667 0.0000 35.3333 3.8333 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
5453 346.2083 354.7083 8.5000 0.0000
5047 11.1389 11.1667 0.0000 0.0000
5114b 0.0000 0.0417 291.5417 0.0000
4342 346.3750 354.3750 8.0000 0.0000
3736 18.6944 20.1944 174.6667 0.0000
3534 344.9583 345.1667 0.0417 0.0000
3422 0.0000 0.0000 290.3750 0.0000
3130 9.1111 10.6111 191.5000 0.0000
3024 0.0000 0.0000 338.3333 0.0000
3036 0.0000 0.0000 0.0000 0.0000
2827 0.0278 0.0278 52.2500 0.0000
2726 338.0417 338.0417 0.0000 0.0000
2629 49.2917 49.5694 0.0000 0.0000
2930 12.0278 12.2222 0.0000 0.0000
2725 0.0000 0.0000 337.1111 0.0000
2524 6.1389 7.2361 346.3125 0.0000
2422 321.7917 338.3194 83.4167 0.0000
L575 0.0000 2.7500 2.7500 0.0000
2117 0.0000 0.0000 295.1667 0.0000
1714B 0.0000 0.0000 0.0000 0.0000
1716 293.6667 306.8472 278.5833 0.0000
1615 227.6250 305.1667 0.0833 0.0000
1614A 0.1250 8.3889 0.0000 0.0000
4514B 18.1528 320.1250 311.8333 0.0000
4515 295.7083 299.2917 25.3750 0.0000
1502 2.9167 3.3750 63.7083 0.0000
14A13 301.6250 303.7083 0.0000 0.0000
1312 327.6694 336.0972 0.2500 0.0000
1211 340.1389 340.1944 0.0000 0.0000
1103 68.8194 76.6667 0.0000 0.0000
0912 0.0000 0.0000 0.0000 0.0000
0908 348.6111 351.8056 0.0000 0.0000
0811 0.0000 0.0000 0.0000 0.0000
0804 327.6528 350.2639 0.0000 0.0000
0201 6.9514 7.1181 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 40.2083 40.2083 0.0000 0.0000
4250 86.4167 86.4167 0.0000 0.0000
5338 352.9167 359.7917 6.8750 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 335.4167 335.9167 0.0000 0.0000
4746u 0.9583 296.4167 313.7083 0.0000
4645o 337.6111 337.6111 0.0000 0.0000
4645u 310.2083 310.8750 7.6250 0.0000
3836o 352.9167 352.9167 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 308.3333 356.5833 358.3333 0.0000
1918o 0.0000 0.0000 0.0000 0.0000
1918u 350.6250 350.7083 353.0833 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 283.5833 316.0694 2.2917 0.0000
1009o 0.0000 0.0000 0.0000 0.0000
1009u 322.2639 350.5000 308.7500 0.0000
0706o 337.0000 337.0000 0.0000 0.0000
0706u 325.0000 349.2778 9.4583 0.0000
0604o 0.0278 0.0278 337.3611 0.0000
0604u 335.7917 347.0278 348.4444 0.0000
0504o 0.0000 0.0000 0.0000 0.0000
0504u 348.3611 348.5278 14.5000 0.0000
0403o 0.0000 0.0000 0.0000 0.0000
0403u 49.9167 90.5833 329.4167 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 213.2500 358.2500 0.1667 0.0000
14a14bo 0.0000 0.0000 0.0000 0.0000
14a14bu 293.1667 310.4583 0.4167 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 0.1222 0.1590 0.1222 0.0157 0.0244 0.0157 0.1283 0.1535 0.1283 8.4702 10.1302 8.4702 0.0203
5047 0.1286 0.4398 0.1286 0.0000 0.1830 0.0000 0.0003 0.4161 0.0003 0.0141 19.5550 0.0141 0.0425
5114b 0.0897 0.3069 0.0897 0.0000 0.0407 0.0000 0.0000 0.1327 0.0000 0.0015 6.6337 0.0015 0.0135
4342 0.1261 0.1690 0.1261 0.0170 0.0238 0.0170 0.1350 0.1406 0.1350 7.4257 7.7334 7.4257 0.0191
3736 0.0000 0.1161 0.0000 0.0000 0.0720 0.0000 0.0000 0.6196 0.0000 0.0000 30.9781 0.0000 0.1377
3534 0.0241 0.1540 0.0241 0.0000 0.0249 0.0000 0.0000 0.1617 0.0000 0.0002 1.6175 0.0002 0.0165
3422 0.0343 0.1614 0.0343 0.0000 0.0202 0.0000 0.0000 0.1249 0.0000 0.0006 4.9959 0.0006 0.0127
3130 0.0618 0.2907 0.0618 0.0000 0.1024 0.0000 0.0000 0.3523 0.0000 0.0017 19.3760 0.0017 0.0178
3036 0.0242 0.1587 0.0242 0.0003 0.1425 0.0003 0.0143 0.8981 0.0143 0.2570 16.1662 0.2570 0.1698
2827 0.0000 0.8946 0.0000 0.0000 0.1225 0.0000 0.0000 0.1370 0.0000 0.0000 6.8484 0.0000 0.0642
2726 0.0250 0.1021 0.0250 0.0000 0.1006 0.0000 0.0003 0.9849 0.0003 0.0031 9.8493 0.0031 0.0497
2629 0.0000 0.1820 0.0000 0.0000 0.0566 0.0000 0.0000 0.3112 0.0000 0.0000 14.0034 0.0000 0.0956
2930 0.0000 0.7558 0.0000 0.0000 0.2252 0.0000 0.0000 0.2980 0.0000 0.0000 14.3034 0.0000 0.0936
L575 0.0000 0.4246 0.0000 0.0000 0.1824 0.0000 0.0000 0.4296 0.0000 0.0000 25.7769 0.0000 0.0932
2117 0.0708 0.3745 0.0708 0.0000 0.1108 0.0000 0.0001 0.2959 0.0001 0.0008 2.9587 0.0008 0.0302
1714B 0.0000 0.2705 0.0000 0.0000 0.1713 0.0000 0.0000 0.6332 0.0000 0.0000 17.7299 0.0000 0.1375
4514B 0.0000 0.6792 0.0000 0.0000 0.2777 0.0000 0.0000 0.4089 0.0000 0.0000 9.8136 0.0000 0.1096
14A13 0.0000 0.3804 0.0000 0.0000 0.7614 0.0000 0.0000 2.0015 0.0000 0.0000 20.0149 0.0000 0.7641
1312 0.0000 0.3608 0.0000 0.0000 0.7588 0.0000 0.0000 2.1033 0.0000 0.0000 29.4468 0.0000 0.5269
1211 0.0000 0.2361 0.0000 0.0000 0.7352 0.0000 0.0000 3.1133 0.0000 0.0000 115.1937 0.0000 0.5643
1103 0.0000 0.3564 0.0000 0.0000 0.8554 0.0000 0.0000 2.4002 0.0000 0.0000 84.0080 0.0000 0.5842
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 1.3690 0.0000 0.0000 2.8679 0.0000 0.0000 2.0949 0.0000 0.0000 20.9489 0.0000 0.5807
5248 0.2102 0.2700 0.2102 0.0229 0.0432 0.0229 0.1090 0.1601 0.1090 6.3226 9.2858 6.3226 0.0210
4845 0.0673 0.2300 0.0673 0.0000 0.1316 0.0000 0.0006 0.5720 0.0006 0.0341 34.3216 0.0341 0.0584
4250 0.1195 0.1399 0.1195 0.0448 0.0333 0.0448 0.3748 0.2383 0.3748 21.7401 13.8236 21.7401 0.0288
5338 0.0583 0.0652 0.0583 0.0201 0.0214 0.0201 0.3447 0.3279 0.3447 26.8851 25.5767 26.8851 0.0378
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 0.5777 0.0000 0.0000 0.0502 0.0000 0.0000 0.0868 0.0000 0.0000 2.1707 0.0000 0.0505
4645o 0.0000 0.3113 0.0000 0.0000 0.0546 0.0000 0.0000 0.1753 0.0000 0.0000 5.7863 0.0000 0.0718
3836o 0.0060 0.1120 0.0060 0.0000 0.0776 0.0000 0.0004 0.6926 0.0004 0.0143 27.7051 0.0143 0.1447
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 0.2600 0.0000 0.0000 0.0297 0.0000 0.0000 0.1141 0.0000 0.0000 2.5097 0.0000 0.0579
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 0.0521 0.1448 0.0521 0.0001 0.0092 0.0001 0.0019 0.0632 0.0019 0.0575 1.8964 0.0575 0.0126
0604o 0.2092 0.5815 0.2092 0.0008 0.0533 0.0008 0.0040 0.0917 0.0040 0.2302 5.2281 0.2302 0.0183
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 0.1354 0.2107 0.1354 0.4814 0.09793 34.902 0.1354 0.2107 0.1354 0.4814 0.09793 34.902 0.0000 0.0000 0.0000 None
5047 .000305 1.4467 .000305 1.4473 0.08585 9.9142 .000305 1.4467 .000305 1.4473 0.08585 9.9142 0.0000 0.0000 0.0000 None
5114b .000014 0.2153 .000014 0.2154 0.09549 9.9045 .000014 0.2153 .000014 0.2154 0.09549 9.9045 0.0000 0.0000 0.0000 None
4342 0.1303 0.1820 0.1303 0.4427 0.09819 39.902 0.1303 0.1820 0.1303 0.4427 0.09819 39.902 0.0000 0.0000 0.0000 None
3736 0.0000 5.5627 0.0000 5.5627 3.5016 11.498 0.0000 5.5627 0.0000 5.5627 3.5016 11.498 0.0000 0.0000 0.0000 None
3534 .49E-05 0.2996 .49E-05 0.2996 0.09794 9.9021 .49E-05 0.2996 .49E-05 0.2996 0.09794 9.9021 0.0000 0.0000 0.0000 None
3422 .42E-05 0.1514 .42E-05 0.1514 0.09745 9.9025 .42E-05 0.1514 .42E-05 0.1514 0.09745 9.9025 0.0000 0.0000 0.0000 None
3130 .000013 0.6860 .000013 0.6860 0.09644 19.904 .000013 0.6860 .000013 0.6860 0.09644 19.904 0.0000 0.0000 0.0000 None
3036 0.02468 10.158 0.02468 10.208 4.9407 15.059 0.02468 10.158 0.02468 10.208 4.9407 15.059 0.0000 0.0000 0.0000 None
2827 0.0000 0.6846 0.0000 0.6846 3.5541 11.446 0.0000 0.6846 0.0000 0.6846 3.5541 11.446 0.0000 0.0000 0.0000 None
2726 .000512 6.6609 .000512 6.6619 0.08756 19.912 .000512 6.6609 .000512 6.6619 0.08756 19.912 0.0000 0.0000 0.0000 None
2629 0.0000 1.1591 0.0000 1.1591 5.9317 14.068 0.0000 1.1591 0.0000 1.1591 5.9317 14.068 0.0000 0.0000 0.0000 None
2930 0.0000 1.9145 0.0000 1.9145 5.9332 14.067 0.0000 1.9145 0.0000 1.9145 5.9332 14.067 0.0000 0.0000 0.0000 None
L575 0.0000 1.2358 0.0000 1.2358 5.3885 14.611 0.0000 1.2358 0.0000 1.2358 5.3885 14.611 0.0000 0.0000 0.0000 None
2117 .000070 1.4343 .000070 1.4345 0.09497 9.9050 .000070 1.4343 .000070 1.4345 0.09497 9.9050 0.0000 0.0000 0.0000 None
1714B 0.0000 5.6762 0.0000 5.6762 10.902 19.098 0.0000 5.6762 0.0000 5.6762 10.902 19.098 0.0000 0.0000 0.0000 None
4514B 0.0000 2.9193 0.0000 2.9193 10.922 19.078 0.0000 2.9193 0.0000 2.9193 10.922 19.078 0.0000 0.0000 0.0000 None
14A13 0.0000 7.8823 0.0000 7.8823 12.012 17.545 0.0000 7.8823 0.0000 7.8823 12.012 17.545 0.0000 0.0000 0.0000 None
1312 0.0000 6.7574 0.0000 6.7574 16.552 24.713 0.0000 6.7574 0.0000 6.7574 16.552 24.713 0.0000 0.0000 0.0000 None
1211 0.0000 9.3783 0.0000 9.3783 13.186 27.119 0.0000 9.3783 0.0000 9.3783 13.186 27.119 0.0000 0.0000 0.0000 None
1103 0.0000 9.6394 0.0000 9.6394 29.488 36.098 0.0000 9.6394 0.0000 9.6394 29.488 36.098 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 26.648 0.0000 26.648 29.506 35.004 0.0000 26.648 0.0000 26.648 29.506 35.004 0.0000 0.0000 0.0000 None
5248 0.1198 0.2260 0.1198 0.4656 0.09780 29.902 0.1198 0.2260 0.1198 0.4656 0.09780 29.902 0.0000 0.0000 0.0000 None
4845 .000714 2.4593 .000714 2.4607 0.08054 9.9195 .000714 2.4593 .000714 2.4607 0.08054 9.9195 0.0000 0.0000 0.0000 None
4250 0.5893 0.4386 0.5893 1.6172 0.09623 49.904 0.5893 0.4386 0.5893 1.6172 0.09623 49.904 0.0000 0.0000 0.0000 None
5338 0.7018 0.7465 0.7018 2.1501 0.09444 34.906 0.7018 0.7465 0.7018 2.1501 0.09444 34.906 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 0.3698 0.0000 0.3698 10.964 19.036 0.0000 0.3698 0.0000 0.3698 10.964 19.036 0.0000 0.0000 0.0000 None
4645o 0.0000 0.9440 0.0000 0.9440 10.949 19.051 0.0000 0.9440 0.0000 0.9440 10.949 19.051 0.0000 0.0000 0.0000 None
3836o .000181 6.5881 .000181 6.5884 5.7482 14.252 .000181 6.5881 .000181 6.5884 5.7482 14.252 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 0.5322 0.0000 0.5322 10.959 19.041 0.0000 0.5322 0.0000 0.5322 10.959 19.041 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 .001872 0.1715 .001872 0.1753 2.1966 7.8034 .001872 0.1715 .001872 0.1753 2.1966 7.8034 0.0000 0.0000 0.0000 None
0604o .005052 0.3190 .005052 0.3291 2.0597 7.9403 .005052 0.3190 .005052 0.3291 2.0597 7.9403 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 8.9181 7.0237 66.0000 17.5000 17.4021 17.4021 5.0000 17.4021 17.4021 5.0000 34.8041 34.8041
5047 5.7380 4.6480 47.0000 9.9000 9.8142 9.8142 9.8000 0.0142 0.0142 0.0000 9.8283 9.8283
5114b 4.8150 3.0117 50.0000 9.9000 9.8045 9.8045 9.8000 0.0045 0.0045 0.0000 9.8090 9.8090
4342 9.2172 7.3214 55.0000 20.0000 19.9018 19.9018 5.0000 19.9018 19.9018 5.0000 39.8036 39.8036
3736 7.0530 5.7247 50.0000 11.4000 7.8984 7.8984 7.9000 0.0984 0.0984 0.1000 7.9967 7.9967
3534 4.2148 4.1189 10.0000 9.9000 9.8021 9.8021 9.8000 0.0021 0.0021 0.0000 9.8041 9.8041
3422 4.1189 3.4052 40.0000 9.9000 9.8025 9.8025 9.8000 0.0025 0.0025 0.0000 9.8051 9.8051
3130 7.5172 5.7247 55.0000 19.9000 19.8036 19.8036 19.8000 0.0036 0.0036 0.0000 19.8071 19.8071
3036 5.7247 5.7296 18.0000 14.0000 9.0593 9.0593 8.1000 1.0593 1.0593 0.1000 10.1186 10.1186
2827 8.3642 6.7642 50.0000 11.4000 7.8459 7.8459 7.9000 0.0459 0.0459 0.1000 7.8917 7.8917
2726 6.7130 6.5996 10.0000 19.9000 19.8124 19.8124 19.8000 0.0124 0.0124 0.0000 19.8249 19.8249
2629 6.5996 6.4906 45.0000 14.0000 8.0683 8.0683 8.1000 0.0683 0.0683 0.1000 8.1366 8.1366
2930 6.4906 5.7247 48.0000 14.0000 8.0668 8.0668 8.1000 0.0668 0.0668 0.1000 8.1336 8.1336
L575 4.8045 3.4770 60.0000 10.0000 4.6115 4.6115 9.9000 4.6115 4.6115 9.9000 9.2230 9.2230
2117 3.0361 2.9730 10.0000 9.9000 9.8050 9.8050 9.8000 0.0050 0.0050 0.0000 9.8101 9.8101
1714B 2.9368 2.9802 28.0000 19.0000 8.0982 8.0982 8.1000 0.0982 0.0982 0.1000 8.1964 8.1964
4514B 3.5892 2.9802 24.0000 19.0000 8.0783 8.0783 8.1000 0.0783 0.0783 0.1000 8.1566 8.1566
14A13 2.3849 2.4935 10.0000 13.6000 1.5885 1.5885 1.6000 3.9452 3.9452 6.4000 5.5337 5.5337
1312 2.3849 2.2124 14.0000 19.0000 2.4481 2.4481 3.1000 5.7126 5.7126 6.6000 8.1607 8.1607
1211 2.2124 1.9463 37.0000 16.9000 3.7145 3.7145 5.5000 10.2189 10.2189 13.6000 13.9334 13.9334
1103 1.9463 1.6703 35.0000 33.1000 3.6120 3.6120 3.8000 2.9982 2.9982 3.9000 6.6102 6.6102
0912 3.0089 2.2124 55.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0811 1.9463 1.9463 55.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0201 1.6307 1.5107 10.0000 33.1000 3.5935 3.5935 3.8000 1.9039 1.9039 2.0000 5.4974 5.4974
5248 7.0237 4.8177 58.0000 15.0000 14.9022 14.9022 5.0000 14.9022 14.9022 5.0000 29.8044 29.8044
4845 4.6335 3.5892 60.0000 9.9000 9.8195 9.8195 9.8000 0.0195 0.0195 0.0000 9.8389 9.8389
4250 7.3214 5.7380 58.0000 25.0000 24.9038 24.9038 5.0000 24.9038 24.9038 5.0000 49.8075 49.8075
5338 8.5183 6.0644 78.0000 17.5000 17.4056 17.4056 5.0000 17.4056 17.4056 5.0000 34.8111 34.8111
3851 6.0644 4.8150 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.6480 4.0536 25.0000 19.0000 8.0361 8.0361 8.1000 0.0361 0.0361 0.1000 8.0721 8.0721
4645o 4.0536 3.5892 33.0000 19.0000 8.0513 8.0513 8.1000 0.0513 0.0513 0.1000 8.1025 8.1025
3836o 6.0644 5.7296 40.0000 14.0000 8.2518 8.2518 8.1000 0.2518 0.2518 0.1000 8.5036 8.5036
3635o 4.2148 4.2148 20.0000 19.6000 0.0000 0.0000 5.2000 0.0000 0.0000 6.5000 0.0000 0.0000
2217o 2.6832 2.6832 35.0000 11.0000 0.0000 0.0000 0.1000 0.0000 0.0000 4.0000 0.0000 0.0000
2019o 4.8468 4.8468 30.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
1918o 4.8467 3.0674 110.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
1817o 3.0674 2.9926 22.0000 19.0000 8.0413 8.0413 8.1000 0.0413 0.0413 0.1000 8.0827 8.0827
1009o 3.0089 3.0089 50.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0706o 5.0076 4.5189 30.0000 7.5000 5.3034 5.3034 5.0000 0.3034 0.3034 0.0000 5.6069 5.6069
0604o 4.5189 2.8176 57.0000 7.5000 5.4403 5.4403 5.0000 0.4403 0.4403 0.0000 5.8805 5.8805
0504o 2.3419 2.3419 63.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0403o 1.6703 1.6703 20.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0302o 1.6307 1.6307 10.0000 37.0000 8.0000 8.0000 8.0000 -8.0000 -8.0000 0.0000 0.0000 0.0000
14a14bo 2.4935 2.4935 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 0.0558 95.7612 0.1506 0.3396 ## N54 8.9000 8.9181
5047 0.1831 383.1346 0.4800 0.8633 ## N53 8.5000 8.5183
5114b 0.0407 64.6298 0.3068 0.0426 ## N52 7.0000 7.0237
4342 0.0578 93.6713 0.2406 0.2578 ## N38 5.0000 6.0644
3736 0.0720 99.6329 0.7149 3.8104 ## N51 3.8000 4.8150
3534 0.0249 31.2331 0.1559 0.3050 ## N48 3.6000 4.6335
3422 0.0202 31.3467 0.1614 0.0330 ## N50 4.7000 5.7380
3130 0.1024 145.1556 0.3257 0.2684 ## N47 3.6000 4.6480
3024 0.4442 1065.5087 2.9070 5.4613 ## N46 3.0000 4.0536
3036 -0.1432 -353.5355 -0.1940 14.8591 ## N45 2.5000 3.5892
2827 0.1225 171.6144 0.8942 0.2749 ## N43 9.2000 9.2172
2726 0.1006 20.1569 0.1245 4.5296 ## N42 7.3000 7.3214
2629 0.0566 55.8918 0.1822 12.4887 ## N37 7.0000 7.0530
2930 0.2252 340.5765 0.7994 1.9249 ## N36 4.4700 5.7296
2725 0.2597 456.1305 2.3533 3.3380 ## N35 3.2000 4.2148
2524 0.2529 454.5449 2.4463 3.9641 ## N34 4.1000 4.1189
2422 0.6513 1524.0635 2.2966 11.2369 ## N31 7.5000 7.5172
L575 0.1824 270.4221 0.4234 1.4659 ## N30 4.2000 5.7247
2117 0.1108 148.2224 0.3744 1.3226 ## N29 6.4000 6.4906
1714B -0.1713 -144.4306 -0.2705 17.5607 ## N28 8.3000 8.3642
1716 1.7233 3356.1941 2.1633 25.9647 ## N27 5.3500 6.7130
1615 1.0815 2708.6518 2.4383 12.4755 ## N26 6.5000 6.5996
1614A 0.6423 649.9794 1.4254 4.6314 ## N25 4.8700 5.5300
4514B 0.2777 334.8149 0.9825 1.9954 ## N24 2.5900 3.7546
4515 0.1775 655.0076 2.4838 1.7358 ## N23 4.7000 4.8045
1502 1.2461 3367.2339 2.5568 43.0487 ## N22 1.8600 3.0993
14A13 -0.7614 -905.8561 -0.3797 18.2271 ## N21 2.0000 3.0361
1312 0.7588 910.1855 0.3627 29.5483 ## N20 6.0000 6.2876
1211 0.7352 922.1776 0.2460 116.9198 ## N19 4.5000 4.8468
1103 0.8554 1283.2599 0.3609 83.7828 ## N18 1.9000 3.0674
0912 0.0000 0.0000 0.0000 5.4259 ## N17 1.7500 2.6832
0908 0.1063 154.9287 0.9971 5.6047 ## N16 1.3400 2.7664
0811 0.0000 0.0000 0.0000 0.0000 ## N15 1.2100 2.1856
0804 0.1966 300.9323 1.2324 8.2775 ## N14B 1.8000 2.9802
0201 2.8679 6136.8382 1.3663 21.0056 ## N14A 1.6000 2.4935
5248 0.0891 196.6893 0.2367 0.1711 ## N13 1.8600 2.3849
4845 0.1317 290.1719 0.2969 2.8117 ## N12 1.6800 2.2124
4250 0.1229 224.5074 0.3318 1.3758 ## N11 1.3400 1.9463
5338 0.0616 108.4407 0.2883 1.9492 ## N10 3.6000 3.7874
3851 0.0000 0.0000 0.0000 0.0238 ## N9 2.5000 3.0089
4746o 0.0502 30.2054 0.5855 0.1984 ## N8 2.0000 2.7106
4746u 0.1013 516.7737 1.4115 2.3990 ## N7 4.0000 5.0076
4645o 0.0546 34.4452 0.3080 1.0532 ## N6 3.5000 4.5189
4645u 0.0982 512.5672 1.3675 3.1654 ## N5 3.3000 3.5445
3836o 0.0776 238.9682 0.1326 11.2834 ## N4 1.7000 2.3420
3635o 0.0000 0.0000 0.0000 0.0000 ## N3 1.1000 1.6703
2217o 0.0000 0.0000 0.0000 0.0000 ## N2 1.0500 1.6307
2217u 0.8913 1921.6286 2.1473 16.2093 ## N1 0.9300 1.5107
2019o 0.0000 0.0000 0.0000 0.0000 ##
2019u 0.2754 471.7788 2.4487 0.8227 ##
1918o 0.0000 0.0000 0.0000 0.1296 ##
1918u 0.5182 845.5936 2.3597 12.4025 ##
1817o 0.0297 3.0113 0.2581 2.0079 ##
1817u 0.6145 1076.2967 2.1644 6.4653 ##
1009o 0.0000 0.0000 0.0000 0.0000 ##
1009u 0.1089 154.2767 1.6193 2.0402 ##
0706o 0.0094 1.0925 0.1421 0.0758 ##
0706u 0.0873 138.7748 1.2167 2.1546 ##
0604o 0.0550 11.0129 0.5467 0.0592 ##
0604u 0.3090 573.8413 2.7785 2.2594 ##
0504o 0.0000 0.0000 0.0000 0.0000 ##
0504u 0.1051 148.7929 1.6026 1.7423 ##
0403o 0.0000 0.0000 0.0000 0.0000 ##
0403u 0.8557 1330.4865 2.2570 7.0866 ##
0302o 0.0000 0.0000 0.0000 0.0000 ##
0302u 0.5154 2620.2596 0.5981 25.8987 ##
14a14bo 0.0000 0.0000 0.0000 0.0000 ##
14a14bu 0.1434 254.5782 2.0035 0.7158 ##
FREE # 1 2.8679 6137.9827 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 0.0558 95.7612
N50 N47 0.1831 383.1346
N51 N14B 0.0407 64.6298
N43 N42 0.0578 93.6713
N37 N30 0.0720 99.6329
N35 N34 0.0249 31.2331
N34 N22 0.0202 31.3467
N31 N30 0.1024 145.1556
N30 N24 0.4442 1065.5087
N30 N36 -0.1432 -353.5355
N28 N27 0.1225 171.6144
N27 N26 0.1006 20.1569
N26 N29 0.0566 55.8918
N29 N30 0.2252 340.5765
N27 N25 0.2597 456.1305
N25 N24 0.2529 454.5449
N24 N22 0.6513 1524.0635
N23 N22 0.1824 270.4221
N21 N17 0.1108 148.2224
N17 N14B -0.1713 -144.4306
N17 N16 1.7233 3356.1941
N16 N15 1.0815 2708.6518
N16 N14A 0.6423 649.9794
N45 N14B 0.2777 334.8149
N45 N15 0.1775 655.0076
N15 N2 1.2461 3367.2339
N13 N14A 0.7614 905.8561
N13 N12 0.7588 910.1855
N12 N11 0.7352 922.1776
N11 N3 0.8554 1283.2599
N9 N8 0.1063 154.9287
N8 N4 0.1966 300.9323
N2 N1 2.8679 6136.8382
N52 N48 0.0891 196.6893
N48 N45 0.1317 290.1719
N42 N50 0.1229 224.5074
N53 N38 0.0616 108.4407
N47 N46 0.2519 546.9791
N46 N45 0.2511 547.0124
N38 N36 0.0776 238.9682
N22 N17 0.8913 1921.6286
N20 N19 0.2754 471.7788
N19 N18 0.5182 845.5936
N18 N17 0.6193 1079.3080
N10 N9 0.1089 154.2767
N7 N6 0.0963 139.8673
N6 N4 0.3589 The text continues on section 5.