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e2y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 18:08.
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.. 18
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 52.5000 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 2032 540 N54#2 1944 540 N52#1 2776 540
N52#2 4048 1080 N48#1 2776 540 N48#2 1976 540
N43#1 1984 540 N43#2 1980 540 N42#1 2784 540
N42#2 1944 540 N50#1 2784 540 N50#2 1960 540
N47#1 2036 540 N47#2 3876 1080 N45#1 2036 540
N45#2 3916 1080 N53#1 1620 540 N53#2 1980 540
N38#1 2000 540 N38#2 1936 540 N37#1 2004 540
N37#2 4008 1080 N31#1 2004 540 N31#2 4012 1080
N28#1 2004 540 N28#2 4012 1080 N27#1 1992 540
N27#2 3912 1080 N35#1 2028 540 N35#2 2024 540
N23#1 1996 540 N23#2 4028 1080 N22#1 1992 540
N22#2 1980 540 N21#1 1984 540 N21#2 4000 1080
N20#1 1868 540 N20#2 1628 540 N19#1 2012 540
N19#2 3812 1080 N18#1 1980 540 N18#2 3844 1080
N17#1 2012 540 N17#2 3976 1080 N10#1 2000 540
N10#2 1936 540 N8#1 1996 540 N8#2 1912 540
N7#1 1996 540 N7#2 1916 540 N6#1 1960 540
N6#2 1752 540 N5#1 1996 540 N5#2 1928 540
N4#1 1996 540 N4#2 1908 540 N11#1 1760 540
N11#2 3852 1080 N2#1 1984 540 N2#2 3884 1080
N26#1 1984 540 N26#2 1840 540 N29#1 2008 540
N29#2 3940 1080 N30#1 2012 540 N30#2 4024 1080
N36#1 2004 540 N36#2 4012 1080 N51#1 2776 540
N51#2 1980 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 52.5000 mm
Total rainfall read for gage # 1 is 90.00 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) 7.043925E+03 52.500
Total Infiltration 2.272589E+02 1.694
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 6.815780E+03 50.800
Total Water remaining in Surface Storage 3.889197E+00 0.029
Infiltration over the Pervious Area... 2.272589E+02 2.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 7.046928E+03 52.522
Total Precipitation + Initial Storage. 7.043925E+03 52.500
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............... -0.0426
****************************************************
* 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.............. 6.815780E+03 50.800
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.................. 6.813888E+03 50.785
Initial Storage + Inflow.................... 6.815780E+03 50.800
Final Storage + Outflow + Diverted GW....... 6.813888E+03 50.785
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0278
##################################################
# 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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.52531 0.00000 49.53066 0.00000 49.53133
Total Losses (mm)...... 0.00000 2.95073 0.00000 2.94929 0.00000 2.94909
Remaining Depth (mm)... 0.00000 0.02396 0.00000 0.02006 0.00000 0.01958
Peak Runoff Rate (cms). 0.00000 0.05050 0.00000 0.04946 0.00000 0.04742
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.56087 0.00000 52.50637 52.59730 52.50701 0.00000
Peak Runoff Rate (cms). 0.00029 0.00000 0.00029 0.00589 0.00029 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.56087 0.00000 52.50637 52.59730 52.50701 0.00000
Peak Runoff Rate (cms). 0.00029 0.00001 0.00029 0.00589 0.00029 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) 52.56087 49.52531 52.50637 49.80665 52.50701 49.53133
Peak Runoff Rate (cms). 0.00029 0.05050 0.00029 0.05535 0.00029 0.04742
Unit Runoff (mm/hr).... 105.47047 86.47707 106.08652 89.69280 106.08652 88.28264
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.53480 0.00000 49.52252 0.00000 49.52953
Total Losses (mm)...... 0.00000 2.94796 0.00000 2.95138 0.00000 2.94962
Remaining Depth (mm)... 0.00000 0.01723 0.00000 0.02610 0.00000 0.02085
Peak Runoff Rate (cms). 0.00000 0.05122 0.00000 0.06822 0.00000 0.07322
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.50584 0.00000 52.50362 0.00000 52.50315 0.00000
Peak Runoff Rate (cms). 0.00026 0.00000 0.00029 0.00000 0.00029 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.50584 0.00000 52.50362 0.00000 52.50315 0.00000
Peak Runoff Rate (cms). 0.00026 0.00001 0.00029 0.00001 0.00029 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) 52.50584 49.53480 52.50362 49.52252 52.50315 49.52953
Peak Runoff Rate (cms). 0.00026 0.05122 0.00029 0.06822 0.00029 0.07322
Unit Runoff (mm/hr).... 92.69578 89.39346 106.08652 85.69268 106.08651 87.72579
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.49570 0.00000 49.50344 0.00000 49.53385
Total Losses (mm)...... 0.00000 2.95537 0.00000 2.95452 0.00000 2.94829
Remaining Depth (mm)... 0.00000 0.04893 0.00000 0.04204 0.00000 0.01787
Peak Runoff Rate (cms). 0.00000 0.05929 0.00000 0.05569 0.00000 0.05718
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.57018 52.55345 52.57388 52.55686 52.32592 0.00000
Peak Runoff Rate (cms). 0.01050 0.01717 0.00963 0.01586 0.00018 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.57018 52.55345 52.57388 52.55686 52.32592 0.00000
Peak Runoff Rate (cms). 0.01050 0.01717 0.00963 0.01586 0.00018 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 52.57018 50.04610 52.57388 50.05306 52.32592 49.53385
Peak Runoff Rate (cms). 0.01050 0.07647 0.00963 0.07155 0.00018 0.05718
Unit Runoff (mm/hr).... 105.83588 84.11250 105.91876 85.44054 65.64956 89.08269
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.52107 0.00000 49.53852 0.00000 49.54018
Total Losses (mm)...... 0.00000 2.95169 0.00000 2.94659 0.00000 2.94592
Remaining Depth (mm)... 0.00000 0.02724 0.00000 0.01489 0.00000 0.01390
Peak Runoff Rate (cms). 0.00000 0.05874 0.00000 0.02272 0.00000 0.03465
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.51940 0.00000 52.52247 52.55820 52.52245 52.55975
Peak Runoff Rate (cms). 0.01154 0.00000 0.02440 0.01131 0.03578 0.01716
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.51940 0.00000 52.52247 52.55820 52.52245 52.55975
Peak Runoff Rate (cms). 0.01154 0.00033 0.02440 0.01131 0.03578 0.01716
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) 52.51940 49.52107 52.52247 50.44443 52.52245 50.44605
Peak Runoff Rate (cms). 0.01154 0.05874 0.02440 0.03404 0.03578 0.05181
Unit Runoff (mm/hr).... 97.38056 85.29632 98.41229 95.03722 98.40497 95.46478
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.53801 0.00000 49.50667 0.00000 49.58618
Total Losses (mm)...... 0.00000 2.94679 0.00000 2.95411 0.00000 2.91225
Remaining Depth (mm)... 0.00000 0.01520 0.00000 0.03923 0.00000 0.00157
Peak Runoff Rate (cms). 0.00000 0.04243 0.00000 0.06810 0.00000 0.00595
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.52271 52.56616 52.51032 52.53051 52.55193 0.00000
Peak Runoff Rate (cms). 0.04124 0.01653 0.05425 0.04522 0.01443 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.52271 52.56616 52.51032 52.53051 52.55193 0.00000
Peak Runoff Rate (cms). 0.04124 0.01653 0.05425 0.04522 0.01443 0.00041
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) 52.52271 50.29505 52.51032 50.56501 52.55193 49.58618
Peak Runoff Rate (cms). 0.04124 0.05895 0.05425 0.11333 0.01443 0.00595
Unit Runoff (mm/hr).... 98.49302 94.27354 94.22408 88.46766 104.79116 102.90055
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.56225 0.00000 49.53661 0.00000 49.54581
Total Losses (mm)...... 0.00000 2.93285 0.00000 2.94732 0.00000 2.94332
Remaining Depth (mm)... 0.00000 0.00490 0.00000 0.01607 0.00000 0.01088
Peak Runoff Rate (cms). 0.00000 0.07223 0.00000 0.05281 0.00000 0.03812
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.51455 52.54866 52.51089 0.00000 52.50584 52.53218
Peak Runoff Rate (cms). 0.00026 0.09351 0.00026 0.00000 0.00026 0.05065
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.51455 52.54866 52.51089 0.00000 52.50584 52.53218
Peak Runoff Rate (cms). 0.00026 0.09351 0.00026 0.00001 0.00026 0.05065
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) 52.51455 51.20477 52.51089 49.53661 52.50584 51.18831
Peak Runoff Rate (cms). 0.00026 0.16574 0.00026 0.05281 0.00026 0.08877
Unit Runoff (mm/hr).... 95.69992 101.80038 94.41965 89.99248 92.69578 97.64847
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.37796 0.00000 49.48510 0.00000 49.48616
Total Losses (mm)...... 0.00000 2.96020 0.00000 2.95630 0.00000 2.95622
Remaining Depth (mm)... 0.00000 0.16184 0.00000 0.05860 0.00000 0.05762
Peak Runoff Rate (cms). 0.00000 0.05572 0.00000 0.09825 0.00000 0.08294
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.46218 0.00000 52.53080 52.52233 52.50136 52.57247
Peak Runoff Rate (cms). 0.16397 0.00000 0.03448 0.06705 0.02262 0.01254
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.46218 0.00000 52.53080 52.52233 52.50136 52.57247
Peak Runoff Rate (cms). 0.16397 0.00464 0.03448 0.06705 0.02262 0.01254
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) 52.46218 49.37796 52.53080 50.54813 52.50136 49.79480
Peak Runoff Rate (cms). 0.16397 0.05572 0.03448 0.16531 0.02262 0.09548
Unit Runoff (mm/hr).... 81.65010 64.61787 100.93999 84.87575 91.23014 80.60631
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.52013 0.00000 49.52045 0.00000 49.51181
Total Losses (mm)...... 0.00000 2.95189 0.00000 2.95182 0.00000 2.95336
Remaining Depth (mm)... 0.00000 0.02799 0.00000 0.02773 0.00000 0.03483
Peak Runoff Rate (cms). 0.00000 0.02319 0.00000 0.02580 0.00000 0.02285
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.53349 52.58850 52.51942 0.00000 52.51545 0.00000
Peak Runoff Rate (cms). 0.00756 0.00321 0.06171 0.00000 0.05819 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.53349 52.58850 52.51942 0.00000 52.51545 0.00000
Peak Runoff Rate (cms). 0.00756 0.00321 0.06171 0.00175 0.05819 0.00165
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) 52.53349 49.82697 52.51942 49.52045 52.51545 49.51181
Peak Runoff Rate (cms). 0.00756 0.02641 0.06171 0.02580 0.05819 0.02285
Unit Runoff (mm/hr).... 101.64501 87.14704 97.38800 85.12988 96.01390 82.96270
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.51277 0.00000 49.46191 0.00000 49.51772
Total Losses (mm)...... 0.00000 2.95321 0.00000 2.95773 0.00000 2.95236
Remaining Depth (mm)... 0.00000 0.03402 0.00000 0.08035 0.00000 0.02992
Peak Runoff Rate (cms). 0.00000 0.02246 0.00000 0.06014 0.00000 0.02395
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.51427 0.00000 52.49087 0.00000 52.51756 0.00000
Peak Runoff Rate (cms). 0.05530 0.00000 0.16678 0.00000 0.05997 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.51427 0.00000 52.49087 0.00000 52.51756 0.00000
Peak Runoff Rate (cms). 0.05530 0.00157 0.16678 0.00472 0.05997 0.00170
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) 52.51427 49.51277 52.49087 49.46191 52.51756 49.51772
Peak Runoff Rate (cms). 0.05530 0.02246 0.16678 0.06014 0.05997 0.02395
Unit Runoff (mm/hr).... 95.59954 83.19043 88.12223 73.99773 96.74827 84.41642
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.51145 0.00000 49.49039 0.00000 49.49555
Total Losses (mm)...... 0.00000 2.95342 0.00000 2.95587 0.00000 2.95538
Remaining Depth (mm)... 0.00000 0.03513 0.00000 0.05375 0.00000 0.04907
Peak Runoff Rate (cms). 0.00000 0.04429 0.00000 0.15966 0.00000 0.06505
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.51394 0.00000 52.42797 52.58221 52.50584 52.57620
Peak Runoff Rate (cms). 0.11942 0.00000 0.00021 0.01874 0.00026 0.00963
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.51394 0.00000 52.42797 52.58221 52.50584 52.57620
Peak Runoff Rate (cms). 0.11942 0.00338 0.00021 0.01874 0.00026 0.00963
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) 52.51394 49.51145 52.42797 49.73773 52.50584 49.80361
Peak Runoff Rate (cms). 0.11942 0.04429 0.00021 0.17840 0.00026 0.07469
Unit Runoff (mm/hr).... 95.48628 82.87890 76.17258 80.74601 92.69578 82.15673
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).... 52.50000 52.50000 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.49392 0.00000 49.51883 0.00000 49.54740
Total Losses (mm)...... 0.00000 2.95554 0.00000 2.95214 0.00000 2.94249
Remaining Depth (mm)... 0.00000 0.05054 0.00000 0.02902 0.00000 0.01011
Peak Runoff Rate (cms). 0.00000 0.00764 0.00000 0.06767 0.00000 0.02809
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.50599 0.00000 52.52895 52.52786 52.53307 52.57204
Peak Runoff Rate (cms). 0.00588 0.00000 0.03652 0.05791 0.02573 0.01173
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.50599 0.00000 52.52895 52.52786 52.53307 52.57204
Peak Runoff Rate (cms). 0.00588 0.00017 0.03652 0.05791 0.02573 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) 52.50599 49.49392 52.52895 50.78262 52.53307 50.36406
Peak Runoff Rate (cms). 0.00588 0.00764 0.03652 0.12558 0.02573 0.03982
Unit Runoff (mm/hr).... 92.74570 79.20123 100.42238 91.17232 101.53769 97.01746
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).... 52.50000 52.50000 52.50000 52.50000
Max Intensity (mm/hr).. 105.21000 105.21000 105.21000 105.21000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.53674 0.00000 49.53971
Total Losses (mm)...... 0.00000 2.94727 0.00000 2.94611
Remaining Depth (mm)... 0.00000 0.01599 0.00000 0.01418
Peak Runoff Rate (cms). 0.00000 0.03078 0.00000 0.03586
Total Impervious Area
---------------------
Total Runoff Depth (mm) 52.52329 52.56149 52.50936 0.00000
Peak Runoff Rate (cms). 0.02854 0.01334 0.00029 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 52.52329 52.56149 52.50936 0.00000
Peak Runoff Rate (cms). 0.02854 0.01334 0.00029 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) 52.52329 50.35342 52.50936 49.53971
Peak Runoff Rate (cms). 0.02854 0.04412 0.00029 0.03586
Unit Runoff (mm/hr).... 98.68136 94.21080 106.08652 91.04088
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity See the original
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Full text of sections 2 to 4 (of 5)
Section 2
(mm/hr) 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000
1
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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160.000 = =
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120.000 = =
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RAINFALL | |
| ##### |
IN | # # |
| # # |
MM/HR | # # |
| # # |
| # # |
80.000 = ##### # # =
| # # # # |
| # # # # |
| # # # # |
| # # # ##### |
| # # # # |
| ###### # # # # |
| # # # # # # |
| # # # # # # |
| ##### # # # # # |
40.000 = # # # # # # =
| # # # ##### # |
| # # # ########## |
| # ##### ##### |
##### # |
# # ######### |
# ##### ###### |
# ######### |
# ##### |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|====#====|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE TEWANTIN
EXISTING CASE - 1 YEAR -
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 66.0 meters. Maximum Elevation : 8.59 meters.
Main Channel Length : 66.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 66.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 55.0 meters. Maximum Elevation : 8.19 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 7.62 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 15.0 Max Topwidth : 39.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 4.02E+01 m
" " : 0.045 Beyond Station 25.0 Max left bank area : 2.83 m^2
Max right bank area : 2.83 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.90 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 5248
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 5.72 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 10.0 Max Topwidth : 29.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.02E+01 m
" " : 0.045 Beyond Station 20.0 Max left bank area : 1.88 m^2
Max right bank area : 1.88 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4845
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4250
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 9.52 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 20.0 Max Topwidth : 49.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 5.02E+01 m
" " : 0.045 Beyond Station 30.0 Max left bank area : 3.78 m^2
Max right bank area : 3.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5338
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 78.0 meters. Maximum Elevation : 7.69 meters.
Main Channel Length : 78.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 78.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3851
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 42.0 meters. Maximum Elevation : 5.69 meters.
Main Channel Length : 42.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 42.0 meters. Maximum Section Area : 3.82 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 5.0 Max Topwidth : 19.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.02E+01 m
" " : 0.045 Beyond Station 15.0 Max left bank area : 0.93 m^2
Max right bank area : 0.93 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 20.0 meters. Maximum Elevation : 6.17 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 14.87 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.86 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 5.01 m^2
Max right bank area : 5.55 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.30 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14a14bo
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 66.0000 Natural 6.6692 0.0450 34.8760 0.2000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 4342 55.0000 Natural 7.6192 0.0450 39.8760 0.2000
5 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
6 3534 10.0000 Natural 3.9400 0.0350 9.9000 0.4000
7 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
8 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
9 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
10 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
11 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
12 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
13 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
14 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
15 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
16 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
17 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
18 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
19 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
20 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
21 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
22 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
23 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
24 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
25 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
26 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
27 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
28 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
29 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
30 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
31 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
32 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
33 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
34 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
35 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
36 5248 58.0000 Natural 5.7192 0.0450 29.8760 0.2000
37 4845 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
38 4250 58.0000 Natural 9.5192 0.0450 49.8760 0.2000
39 5338 78.0000 Natural 6.6692 0.0450 34.8760 0.2000
40 3851 42.0000 Natural 3.8192 0.0450 19.8760 0.2000
41 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
42 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
43 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
44 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
45 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
46 3635o 20.0000 Natural 14.8725 0.0350 41.8623 0.4000
47 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
48 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
49 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
50 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
51 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
52 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
53 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
54 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
55 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
56 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
57 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
58 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
59 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
60 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
61 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
62 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
63 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
64 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
65 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
66 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
67 14a14bo 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
68 14a14bu 10.0000 Circular 0.0707 0.0130 0.3000 0.3000
Total length of all conduits .... 2717.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5453 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4342 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5248 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4250 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5338 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14a14bu 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.10
5047 0.15
5114b 0.14
4342 0.12
3736 0.17
3534 0.99
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5248 0.12
4845 0.12
4250 0.12
5338 0.09
3851 0.16
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
3836o 0.19
3635o 0.47
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14a14bo 0.98
14a14bu 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.2518E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.1000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.7000 8.5000 0.0000 0.0000 100.0000
3 N52 10.0000 7.2000 7.0000 0.0000 0.0000 100.0000
4 N38 10.0000 6.4000 5.0000 0.0000 0.0000 100.0000
5 N51 10.0000 5.0000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
7 N50 10.0000 5.9000 4.7000 0.0000 0.0000 100.0000
8 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
9 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
10 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
11 N43 10.0000 9.4000 9.2000 0.0000 0.0000 100.0000
12 N42 10.0000 7.5000 7.3000 0.0000 0.0000 100.0000
13 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
14 N36 10.0000 6.1700 4.4700 0.0000 0.0000 100.0000
15 N35 10.0000 5.6000 3.2000 0.0000 0.0000 100.0000
16 N34 10.0000 4.5000 4.1000 0.0000 0.0000 100.0000
17 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
18 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
19 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
20 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
21 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
22 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
23 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
24 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
25 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
26 N22 10.0000 3.9000 1.8600 0.0000 0.0000 100.0000
27 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
28 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
29 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
30 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
31 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
32 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
33 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
34 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
35 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
36 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
37 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
38 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
39 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
40 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
41 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
42 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
43 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
44 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
45 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
46 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
47 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
48 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160933.7350 21464.0650 No Ponding Normal 0 0.0000
2 N53 -161132.8250 14803.0350 No Ponding Normal 0 0.0000
3 N52 -168049.5300 21557.1050 No Ponding Normal 0 0.0000
4 N38 -171342.0350 13776.1850 No Ponding Normal 0 0.0000
5 N51 -183391.7200 13671.2150 No Ponding Normal 0 0.0000
6 N48 -176025.4150 19815.8450 No Ponding Normal 0 0.0000
7 N50 -177291.3350 28776.7250 No Ponding Normal 0 0.0000
8 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
9 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
10 N45 -183781.4150 18191.7850 No Ponding Normal 0 0.0000
11 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
12 N42 -168854.7100 30176.4750 No Ponding Normal 0 0.0000
13 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
14 N36 -171002.6100 8477.4020 No Ponding Normal 0 0.0000
15 N35 -176413.7050 7885.9300 No Ponding Normal 0 0.0000
16 N34 -180869.7350 7741.9235 No Ponding Normal 0 0.0000
17 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
18 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
19 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
20 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
21 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
22 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
23 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
24 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
25 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
26 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
27 N21 -185150.2150 10420.6175 No Ponding Normal 0 0.0000
28 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
29 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
30 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
31 N17 -189367.5450 11390.8700 No Ponding Normal 0 0.0000
32 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
33 N15 -194635.3350 18302.1200 No Ponding Normal 0 0.0000
34 N14B -191784.3100 13315.6200 No Ponding Normal 0 0.0000
35 N14A -195516.3200 13900.7250 No Ponding Normal 0 0.0000
36 N13 -199544.1450 14155.5750 No Ponding Normal 0 0.0000
37 N12 -202640.9100 14379.8100 No Ponding Normal 0 0.0000
38 N11 -207024.4300 14873.4250 No Ponding Normal 0 0.0000
39 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
40 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
41 N8 -207636.5450 6126.5595 No Ponding Normal 0 0.0000
42 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
43 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
44 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
45 N4 -211049.3300 11314.7800 No Ponding Normal 0 0.0000
46 N3 -210711.3350 16862.2550 No Ponding Normal 0 0.0000
47 N2 -213577.0250 20559.9200 No Ponding Normal 0 0.0000
48 N1 -214633.7250 25034.5200 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N52 8.9000 7.0000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 5114b N51 N14B 4.8000 3.0000 No Design
4 4342 N43 N42 9.2000 7.3000 No Design
5 3736 N37 N30 7.0000 5.5200 No Design
6 3534 N35 N34 4.2000 4.1000 No Design
7 3422 N34 N22 4.1000 3.4000 No Design
8 3130 N31 N30 7.5000 5.7000 No Design
9 3024 N30 N24 4.2000 2.8600 No Design
10 3036 N30 N36 5.6200 5.5200 No Design
11 2827 N28 N27 8.3000 6.7000 No Design
12 2726 N27 N26 6.7000 6.5000 No Design
13 2629 N26 N29 6.5000 6.4000 No Design
14 2930 N29 N30 6.4000 5.6200 No Design
15 2725 N27 N25 5.3500 4.8700 No Design
16 2524 N25 N24 4.8700 2.8600 No Design
17 2422 N24 N22 2.5900 1.8600 No Design
18 L575 N23 N22 4.7000 3.4000 No Design
19 2117 N21 N17 3.0000 2.9500 No Design
20 1714B N17 N14B 2.8500 2.8000 No Design
21 1716 N17 N16 1.7500 1.3500 No Design
22 1615 N16 N15 1.3400 1.2100 No Design
23 1614A N16 N14A 1.6500 1.6000 No Design
24 4514B N45 N14B 3.5000 2.8500 No Design
25 4515 N45 N15 2.5000 1.2100 No Design
26 1502 N15 N2 1.2100 1.0500 No Design
27 14A13 N13 N14A 1.8600 1.6000 No Design
28 1312 N13 N12 1.8600 1.6800 No Design
29 1211 N12 N11 1.6800 1.3400 No Design
30 1103 N11 N3 1.3400 1.1000 No Design
31 0912 N9 N12 3.5000 2.0000 No Design
32 0908 N9 N8 2.5000 2.0000 No Design
33 0811 N8 N11 3.0000 2.0000 No Design
34 0804 N8 N4 2.0000 1.7000 No Design
35 0201 N2 N1 1.0500 0.9300 No Design
36 5248 N52 N48 7.0000 4.8000 No Design
37 4845 N48 N45 4.6000 3.5000 No Design
38 4250 N42 N50 7.3000 5.7000 No Design
39 5338 N53 N38 8.5000 6.0000 No Design
40 3851 N38 N51 6.1500 4.8000 No Design
41 4746o N47 N46 4.6000 4.0000 No Design
42 4746u N47 N46 3.6000 3.0000 No Design
43 4645o N46 N45 4.0000 3.5000 No Design
44 4645u N46 N45 3.0000 2.5000 No Design
45 3836o N38 N36 6.0000 5.5200 No Design
46 3635o N36 N35 5.7700 5.2000 No Design
47 2217o N22 N17 3.4000 2.9500 No Design
48 2217u N22 N17 1.8600 1.7500 No Design
49 2019o N20 N19 7.0000 6.0000 No Design
50 2019u N20 N19 6.0000 4.5000 No Design
51 1918o N19 N18 6.0000 3.0000 No Design
52 1918u N19 N18 4.5000 1.9000 No Design
53 1817o N18 N17 3.0000 2.9500 No Design
54 1817u N18 N17 1.9000 1.7500 No Design
55 1009o N10 N9 4.6000 3.5000 No Design
56 1009u N10 N9 3.6000 2.5000 No Design
57 0706o N7 N6 5.0000 4.5000 No Design
58 0706u N7 N6 4.0000 3.5000 No Design
59 0604o N6 N4 4.5000 2.8000 No Design
60 0604u N6 N4 3.5000 1.7000 No Design
61 0504o N5 N4 4.3000 2.8000 No Design
62 0504u N5 N4 3.3000 1.7000 No Design
63 0403o N4 N3 2.8000 2.0000 No Design
64 0403u N4 N3 1.7000 1.1000 No Design
65 0302o N3 N2 1.8200 1.8100 No Design
66 0302u N3 N2 1.1000 1.0500 No Design
67 14a14bo N14B N14A 2.9900 2.5000 No Design
68 14a14bu N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE TEWANTIN
EXISTING CASE
Title from immediately preceding computational layer
EAGLE DRIVE TEWANTIN
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 35
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.15
#################################################
# Element numbers of interface inlet locations: #
#################################################
N54 N52 N48 N43 N42 N50 N47
N45 N53 N38 N37 N31 N28 N27
N35 N23 N22 N21 N20 N19 N18
N17 N10 N8 N7 N6 N5 N4
N11 N2 N26 N29 N30 N36 N51
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file Section 3
was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 8.2971 0.0288
5047 2.8812 0.0234
5114b 3.5733 0.0360
4342 10.3858 0.0345
3736 14.9983 0.0296
3534 5.8173 0.0100
3422 6.0122 0.0175
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
5248 8.1651 0.0379
4845 2.5500 0.0183
4250 11.5986 0.0276
5338 8.7547 0.0321
3851 5.0145 0.0321
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
3836o 9.9729 0.0120
3635o 35.6736 0.0285
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14a14bo 75.9084 0.0490
14a14bu 0.1368 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 8.50 N52/ 0.00 / 7.00
N38/ 0.00 / 5.00 N51/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50/ 0.00 / 4.70 N47/ 0.00 / 3.60 N46/ 0.00 / 3.00
N45/ 0.00 / 2.50 N43/ 0.00 / 9.20 N42/ 0.00 / 7.30
N37/ 0.00 / 7.00 N36/ 0.00 / 4.47 N35/ 0.00 / 3.20
N34/ 0.00 / 4.10 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.00/ 7.00 5047/ 3.60/ 3.60 5114b/ 1.80/ 1.80
4342/ 7.30/ 7.30 3736/ 4.20/ 4.20 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 5248/ 3.60/ 3.60
4845/ 2.50/ 2.50 4250/ 4.70/ 4.70 5338/ 5.00/ 5.00
3851/ 3.80/ 3.80 4746o/ 3.00/ 3.00 4746u/ 3.00/ 3.00
4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50 3836o/ 4.47/ 4.47
3635o/ 3.20/ 3.20 2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75
2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90
1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75
1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50
0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70
0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10
0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 205.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 3.0640 7.6600 10.0000
N51 3.8090 9.5226 45.0000
N48 3.3918 8.4795 40.0000
N50 3.0953 7.7383 60.0000
N47 6.9717 17.4294 0.0000
N46 4.6984 11.7461 1045.0000
N45 1.8158 4.5394 17540.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 3.0843 7.7107 35.0000
N35 4.4320 11.0800 0.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 0.4247 1.0617 220.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 3.2701 8.1754 455.0000
N26 50.0000 50.0000 0.0000
N25 4.1574 10.3936 115.0000
N24 3.0978 7.7445 5.0000
N23 50.0000 50.0000 0.0000
N22 8.4831 21.2078 0.0000
N21 3.0669 7.6672 95.0000
N20 50.0000 50.0000 0.0000
N19 50.0000 50.0000 0.0000
N18 18.6359 46.5899 0.0000
N17 21.8211 50.0000 0.0000
N16 18.2071 45.5177 0.0000
N15 18.9045 47.2612 0.0000
N14B 0.8531 2.1328 1705.0000
N14A 11.9173 29.7932 0.0000
N13 50.0000 50.0000 0.0000
N12 43.6430 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N10 48.5170 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N8 34.4690 50.0000 0.0000
N7 2.1964 5.4909 20.0000
N6 2.6580 6.6450 5.0000
N5 48.0306 50.0000 0.0000
N4 47.8353 50.0000 0.0000
N3 50.0000 50.0000 0.0000
N2 50.0000 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N45
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 9.5833 0.0004 0.0167 Normal Soln
5047 46.8789 46.8789 50.0000 0.0000 0.0067 0.1003 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0144 0.0257 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 -0.0123 0.0117 Normal Soln
3736 42.3150 42.3150 50.0000 0.0000 0.0005 0.0104 Normal Soln
3534 18.5078 18.5078 50.0000 0.0000 0.0051 0.0144 Normal Soln
3422 50.0000 50.0000 50.0000 0.0000 0.0002 0.0072 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0013 0.0153 Normal Soln
3024 7.9566 7.9566 18.3131 0.0000 -0.0087 2.2971 Normal Soln
3036 16.5615 16.5615 50.0000 0.0000 0.0026 0.0431 Normal Soln
2827 36.3370 36.3370 50.0000 0.0000 0.0008 0.0174 Normal Soln
2726 14.5779 14.5779 50.0000 0.0000 0.0372 0.0040 Normal Soln
2629 50.0000 50.0000 50.0000 0.0000 0.0001 0.0081 Normal Soln
2930 35.4449 35.4449 50.0000 0.0000 0.0011 0.0341 Normal Soln
2725 5.0954 5.0954 12.9821 0.0000 0.0020 3.2487 Normal Soln
2524 17.2523 17.2523 32.7743 0.0000 -0.0023 2.5427 Normal Soln
2422 7.3828 7.3828 17.0012 0.0000 -0.0086 1.9625 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0011 0.0847 Normal Soln
2117 11.7922 11.7922 29.4779 0.0000 0.0027 0.0693 Normal Soln
1714B 27.7971 27.7971 50.0000 0.0000 -0.0010 0.0243 Normal Soln
1716 5.2815 5.2815 13.9434 0.0000 -0.0112 1.1586 Normal Soln
1615 4.6593 4.6593 11.9957 0.0000 0.0086 2.9500 Normal Soln
1614A 2.3791 2.3791 8.9498 0.7500 0.0100 2.1077 Normal Soln
4514B 15.3079 15.3079 25.4902 0.0000 0.0012 0.0148 Normal Soln
4515 5.6610 5.6610 12.9350 0.0000 0.0033 2.0087 Normal Soln
1502 16.3822 16.3822 36.3876 0.0000 0.0094 4.2283 Normal Soln
14A13 4.6564 4.6564 28.3206 0.0000 0.0055 0.0997 Normal Soln
1312 7.5091 7.5091 41.2892 0.0000 0.0049 0.0986 Normal Soln
1211 22.1577 22.1577 50.0000 0.0000 -0.0038 0.0585 Normal Soln
1103 16.1677 16.1677 50.0000 0.0000 0.0027 0.0415 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 16.5591 16.5591 50.0000 0.0000 0.0006 1.4346 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0804 15.4835 15.4835 50.0000 0.0000 0.0016 1.9195 Normal Soln
0201 3.1114 3.1114 7.4664 314.2500 0.0152 0.0367 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0008 0.0207 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0116 0.0922 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0010 0.0167 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0002 0.0112 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 43.9325 43.9325 50.0000 0.0000 0.0002 0.0005 Normal Soln
4746u 5.4697 5.4697 17.7952 0.0000 -0.0018 1.6049 Normal Soln
4645o 50.0000 50.0000 50.0000 0.0000 -0.0002 0.0012 Normal Soln
4645u 7.1840 7.1840 24.6310 0.0000 0.0032 2.2734 Normal Soln
3836o 39.8360 39.8360 50.0000 0.0000 0.0064 0.0153 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 6.9503 6.9503 16.9060 0.0000 -0.0065 3.4312 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 7.5401 7.5401 12.8911 0.0000 0.0015 0.7994 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 23.2284 23.2284 50.0000 0.0000 0.0027 1.0702 Normal Soln
1817o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1817u 4.9127 4.9127 12.3588 0.0000 0.0021 2.3939 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 16.5688 16.5688 31.2728 0.0000 0.0006 1.0455 Normal Soln
0706o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0706u 7.8289 7.8289 25.9996 0.0000 0.0016 1.9175 Normal Soln
0604o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0604u 10.4585 10.4585 21.4970 0.0000 0.0015 2.4963 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 16.6371 16.6371 41.5180 0.0000 -0.0089 1.7353 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 4.5379 4.5379 9.3491 0.0000 0.0035 0.9360 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.5174 3.5174 18.4574 0.0000 0.0028 0.3236 Normal Soln
14a14bo 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
14a14bu 1.8895 1.8895 5.0052 35.4167 -0.0066 2.6760 Normal Soln
The conduit with the smallest time step limitation was..0201
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................2726
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.00 / 6.00/ N51/ 1.00 / 4.80/ N48/ 1.00 / 4.60/
N50/ 1.00 / 5.70/ N47/ 0.00 / 3.60/ N46/ 0.00 / 3.00/
N45/ 0.00 / 2.50/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.15 / 5.62/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.01 / 4.21/
N29/ 0.00 / 6.40/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.02 / 1.88/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.02 / 1.36/ N15/ 0.03 / 1.24/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.02 / 1.07/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00 /
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00*/ 0811/ 0.00 /
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00 /
1918u/ 0.00*/ 1817o/ 0.00 / 1817u/ 0.00*/
1009o/ 0.00 / 1009u/ 0.00*/ 0706o/ 0.00 /
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00 / 0504u/ 0.00*/ 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.01 / 5047/ 0.02 / 5114b/ 0.01 /
4342/ 0.01 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.50 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.09 / 2725/ 0.16 /
2524/ 0.20 / 2422/ 0.29 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.38 /
1615/ 0.21 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.23 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.07 / 0201/ 0.10 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.18 /
4645o/ 0.00 / 4645u/ 0.12 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.24 /
2019o/ 0.00 / 2019u/ 0.32 / 1918o/ 0.00 /
1918u/ 0.22 / 1817o/ 0.00 / 1817u/ 0.17 /
1009o/ 0.00 / 1009u/ 0.11 / 0706o/ 0.00 /
0706u/ 0.07 / 0604o/ 0.00 / 0604u/ 0.24 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.30 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.43 / 5047/ 0.26 / 5114b/ 0.06 /
4342/ 0.30 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.07 / 3024/ 0.18 /
3036/ 3.30 / 2827/ 0.03 / 2726/ 8.92 /
2629/ 0.48 / 2930/ 0.22 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.04 / 1714B/ 1.65 / 1716/ 0.41 /
1615/ 0.30 / 1614A/ 0.33 / 4514B/ 0.23 /
4515/ 0.15 / 1502/ 0.33 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.12 /
0912/ 0.14 / 0908/ 0.15 / 0811/ 0.00 /
0804/ 0.18 / 0201/ 0.32 / 5248/ 0.37 /
4845/ 0.26 / 4250/ 0.41 / 5338/ 2.35 /
3851/ 0.04 / 4746o/ 0.01 / 4746u/ 0.12 /
4645o/ 0.16 / 4645u/ 0.12 / 3836o/ 3.35 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.29 /
2019o/ 0.00 / 2019u/ 0.18 / 1918o/ 0.00 /
1918u/ 0.24 / 1817o/ 0.00 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.00 /
0706u/ 0.12 / 0604o/ 0.00 / 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/ 0.01 / 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/ 0.03 / N15/ 0.04 /
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/ 0.01 / N2/ 0.02 / N1/ 0.00 /
Junction/ Freeboard
N54/ 1.10 / N53/ 1.50 / N52/ 3.00 /
N38/ 4.00 / N51/ 5.20 / N48/ 5.40 /
N50/ 4.30 / N47/ 6.40 / N46/ 7.00 /
N45/ 7.50 / N43/ 0.80 / N42/ 2.70 /
N37/ 3.00 / N36/ 4.38 / N35/ 5.80 /
N34/ 5.90 / N31/ 2.50 / N30/ 5.79 /
N29/ 3.60 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.40 /
N23/ 5.30 / N22/ 8.12 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.64 / N15/ 8.76 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.93 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.02 /
N38/ 1.06 / N51/ 1.01 / N48/ 1.03 /
N50/ 1.04 / N47/ 1.02 / N46/ 1.03 /
N45/ 1.08 / N43/ 0.02 / N42/ 0.02 /
N37/ 0.05 / N36/ 1.24 / N35/ 1.01 /
N34/ 0.02 / N31/ 0.02 / N30/ 1.42 /
N29/ 0.08 / N28/ 0.06 / N27/ 1.36 /
N26/ 0.05 / N25/ 0.55 / N24/ 0.90 /
N23/ 0.10 / N22/ 0.91 / N21/ 1.03 /
N20/ 0.24 / N19/ 0.28 / N18/ 0.74 /
N17/ 0.63 / N16/ 1.28 / N15/ 0.93 /
N14B/ 1.15 / N14A/ 0.85 / N13/ 0.49 /
N12/ 0.51 / N11/ 0.56 / N10/ 0.17 /
N9/ 0.21 / N8/ 0.44 / N7/ 0.66 /
N6/ 0.80 / N5/ 0.17 / N4/ 0.53 /
N3/ 0.52 / N2/ 0.54 / N1/ 0.54 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.17 / 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/ 0.01 / 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/ 0.02 / 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/ 0.17 /
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/ 0.11 / 5047/ 0.10 / 5114b/ 0.02 /
4342/ 0.07 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.07 /
3036/ 2.98 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.17 / 2930/ 0.08 / 2725/ 0.01 /
2524/ 0.02 / 2422/ 0.10 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.09 /
1615/ 0.15 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.07 / 1502/ 0.52 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.20 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.02 / 0201/ 0.16 / 5248/ 0.09 /
4845/ 0.13 / 4250/ 0.09 / 5338/ 0.73 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.02 / 3836o/ 6.65 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.12 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.10 / 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/ 0.36 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.02 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.01 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.21/ 2.87/
3036/ 5.62/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.40 2930/ 6.40/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.88 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.36/
1615/ 1.36/ 1.24 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.24 1502/ 1.24/ 1.07 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.07/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.00/
3851/ 6.00/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.00/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.88/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.07/ 1.07 0302u/ 1.10/ 1.07/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 7414
Total number of time steps during simulation.... 5687
Ratio of actual # of time steps / NTCYC......... 1.316
Average number of iterations per time step...... 1.304
Average time step size(seconds)................ 3.798
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.604
Average minimum implicit time step (sec)........ 1.941
Average minimum junction time step (sec)........ 1.941
Average Courant Factor Tf....................... 1.941
Number of times omega reduced................... 11
*=========================================================*
| 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 5715 0 8 0 0 0
N53 0 1.00 5691 0 5 0 0 0
N52 0 1.03 5856 0 7 0 0 0
N38 0 1.00 5709 0 4 0 0 0
N51 0 1.01 5763 1 9 0 0 0
N48 0 1.04 5891 1 11 1 0 0
N50 0 1.06 6043 1 10 1 0 0
N47 0 1.07 6094 0 7 0 0 0
N46 0 1.09 6212 0 8 0 0 0
N45 0 1.30 7382 2 14 2 0 0
N43 0 1.01 5756 0 5 0 0 0
N42 0 1.01 5769 0 6 0 0 0
N37 0 1.01 5735 0 6 0 0 0
N36 0 1.09 6195 0 7 0 0 0
N35 0 1.01 5753 0 7 0 0 0
N34 0 1.02 5801 0 15 1 0 0
N31 0 1.02 5806 0 7 0 0 0
N30 0 1.24 7079 0 10 1 0 0
N29 0 1.14 6464 0 5 0 0 0
N28 0 1.06 6030 0 6 0 0 0
N27 0 1.23 7013 0 23 2 0 0
N26 0 1.01 5723 0 3 0 0 0
N25 0 1.29 7310 0 7 0 0 0
N24 0 1.39 7883 0 6 0 0 0
N23 0 1.17 6678 0 7 0 0 0
N22 0 1.31 7455 0 7 0 0 0
N21 0 1.55 8803 1 17 1 0 0
N20 0 1.11 6340 0 6 0 0 0
N19 0 1.26 7160 0 6 0 0 0
N18 0 1.23 7004 0 6 0 0 0
N17 0 1.60 9081 0 6 0 0 0
N16 0 1.70 9696 2 14 15 0 0
N15 0 1.28 7297 0 6 0 0 0
N14B 0 1.34 7604 1 20 2 0 0
N14A 0 1.66 9467 1 15 10 0 0
N13 0 1.53 8703 0 7 0 0 0
N12 0 1.33 7544 0 6 0 0 0
N11 0 1.33 7558 0 6 0 0 0
N10 0 1.06 6031 0 5 0 0 0
N9 0 1.11 6312 0 4 0 0 0
N8 0 1.15 6560 0 5 0 0 0
N7 0 1.05 5973 0 4 0 0 0
N6 0 1.26 7159 0 6 0 0 0
N5 0 1.07 6081 0 4 0 0 0
N4 0 1.34 7626 0 7 0 0 0
N3 0 1.59 9014 0 7 0 0 0
N2 0 1.52 8651 0 7 0 0 0
N1 0 1.46 8297 1 7 0 0 0
Total number of iterations for all junctions.. 330767
Minimum number of possible iterations......... 272976
Efficiency of the simulation.................. 1.21
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N54 10.0000 9.1000 8.9164 0 40 0.0000 1.0836 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5169 0 38 0.0000 1.4831 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0221 0 41 0.0000 2.9779 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0640 0 44 0.0000 3.9360 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8129 0 36 0.0000 5.1871 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6301 0 40 0.0000 5.3699 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7362 0 42 0.0000 4.2638 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6182 0 40 0.0000 5.3818 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0276 0 41 0.0000 5.9724 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5797 0 40 0.0000 6.4203 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2158 0 37 0.0000 0.7842 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3198 0 40 0.0000 2.6802 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0486 0 35 0.0000 2.9514 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.7088 0 38 0.0000 4.2912 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2131 0 35 0.0000 5.7869 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1166 0 36 0.0000 5.8834 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5151 0 35 0.0000 2.4849 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.6243 0 39 0.0000 4.3757 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.4790 0 35 0.0000 3.5210 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3587 0 35 0.0000 1.6413 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7075 0 35 0.0000 3.2925 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.5500 0 41 0.0000 3.4500 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.4206 0 36 0.1756 4.5794 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 3.4852 0 36 0.1752 6.5148 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.7953 0 35 0.0000 5.2047 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 2.7720 0 36 0.0000 7.2280 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0316 0 35 0.0000 6.9684 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.2418 0 35 0.0000 3.7582 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.7782 0 35 0.0000 5.2218 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 2.6431 0 36 0.0000 7.3569 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.3804 0 37 0.0000 7.6196 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.6214 0 37 0.2214 7.3786 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.1408 0 36 0.1058 7.8592 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 2.9530 0 42 0.0000 7.0470 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.4493 0 37 0.0000 7.5507 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.3515 0 37 0.0000 7.6485 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.1858 0 40 0.0000 7.8142 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 1.8976 0 42 0.0000 8.1024 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.7744 0 35 0.0000 6.2256 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 2.7148 0 36 0.0000 7.2852 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 2.4405 0 36 0.0000 7.5595 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 4.6583 0 35 0.0000 5.3417 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.2991 0 35 0.0000 5.7009 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.4684 0 35 0.0000 6.5316 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.2254 0 35 0.0000 7.7746 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.6233 0 40 0.0000 8.3767 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.5901 0 40 0.0000 8.4099 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.4695 0 40 0.0000 8.5305 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 0.0402 0 40 0.1505 0 0 0.0048 8.9164 7.0221 .0818 .1103
5047 2.8812 1.4600 200.0000 0.1396 0 42 0.4424 0 42 0.0485 5.7362 4.6273 .1809 .1365
5114b 3.5733 1.8108 200.0000 0.0311 0 37 0.2757 0 37 0.0087 4.8129 3.0098 .0645 .0491
4342 10.3858 1.3631 200.0000 0.0431 0 37 0.2223 0 0 0.0041 9.2158 7.3198 .0788 .0990
3736 14.9983 3.6090 400.0000 0.0563 0 35 0.6992 0 34 0.0038 7.0486 5.6243 .1215 .2609
3534 5.8173 1.4765 400.0000 0.0203 0 35 0.1443 0 34 0.0035 4.2131 4.1166 .0327 .0416
3422 6.0122 1.5213 400.0000 0.0157 0 36 0.1461 0 36 0.0026 4.1166 3.4040 .0416 .0101
3130 13.5508 2.2744 300.0000 0.0785 0 35 0.2930 0 35 0.0058 7.5151 5.7116 .0505 .0385
3024 0.4621 2.9058 450.0000 0.4315 0 42 2.7966 0 34 0.9337 5.6243 3.4852 3.165 1.389
3036 6.7857 1.4251 400.0000 -0.1347 0 38 -0.2002 0 40 -0.0199 5.6995 5.7088 .1988 .4720
2827 15.5945 3.7524 400.0000 0.0959 0 35 0.8371 0 35 0.0062 8.3587 6.7577 .1466 .1444
2726 18.5574 3.1124 300.0000 0.0376 0 35 0.0882 0 35 0.0020 6.7074 6.5500 .0248 .1667
2629 2.4524 0.5150 400.0000 0.0098 0 41 0.0893 1 0 0.0040 6.5500 6.4790 .1250 .1976
2930 11.6053 2.4373 400.0000 0.1555 0 36 0.7313 0 36 0.0134 6.4790 5.6988 .1976 .1971
2725 0.2218 2.0080 375.0000 0.2548 0 35 2.3109 0 34 1.1491 6.7074 5.4206 3.619 1.468
2524 0.2779 2.5163 375.0000 0.2456 0 34 2.4422 0 33 0.8836 5.4206 3.4852 1.468 1.667
2422 0.8401 2.9711 600.0000 0.6507 0 37 2.2940 0 37 0.7746 3.4852 2.7720 1.492 1.520
L575 4.4056 1.1111 300.0000 0.1413 0 35 0.3971 0 36 0.0321 4.7953 3.4696 .3176 .2320
2117 10.3655 2.0976 500.0000 0.0878 0 35 0.3392 0 35 0.0085 3.0316 2.9701 .0631 .0403
1714B 8.1188 0.9553 500.0000 -0.0988 0 42 -0.2238 0 42 -0.0122 2.9192 2.9530 .1385 .3059
1716 3.1532 3.6415 1050.000 1.5053 0 37 2.1516 0 38 0.4774 2.3804 2.6214 .6004 1.210
1615 0.7725 1.7486 750.0000 1.0025 0 37 2.2509 0 37 1.2977 2.6214 2.1408 1.708 1.241
1614A 0.7872 1.7819 750.0000 0.5047 0 36 1.1174 0 36 0.6412 2.6214 2.4493 1.295 1.132
4514B 28.0567 3.5017 450.0000 0.2084 0 40 0.9415 0 37 0.0074 3.5797 2.9530 .1772 .2288
4515 0.1942 2.7467 300.0000 0.1768 1 3 2.4739 1 3 0.9108 3.5797 2.1408 3.599 3.102
1502 0.6052 1.1322 825.0000 1.1688 0 37 2.4734 0 37 1.9312 2.1408 1.5901 1.128 .6547
14A13 16.6072 0.8411 1700.000 -0.6259 0 37 -0.3531 0 36 -0.0377 2.4493 2.3515 .3466 .4421
1312 15.7543 0.6101 1400.000 0.6247 0 37 0.3391 0 36 0.0397 2.3515 2.1858 .3511 .3613
1211 22.0747 0.6694 1700.000 0.6114 0 40 0.2498 0 36 0.0277 2.1858 1.8976 .2975 .3280
1103 34.9730 0.7240 2000.000 0.7220 0 42 0.3460 0 43 0.0206 1.8976 1.6233 .2788 .2616
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.7148 2.1858 .0000 .0000
0908 0.1628 1.4741 375.0000 0.0828 0 36 0.9855 0 32 0.5085 2.7148 2.4405 .5728 1.174
0811 6.0914 1.5476 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.8976 1.8976 .0000 .0000
0804 0.2208 1.3886 450.0000 0.1587 0 36 0.9874 0 37 0.7187 2.4405 2.2254 .9789 1.167
0201 142.3584 2.9703 2000.000 2.5168 0 40 1.3393 0 40 0.0177 1.5901 1.4695 .2701 .2697
5248 8.1651 1.4277 200.0000 0.0750 0 42 0.2221 0 42 0.0092 7.0221 4.8168 .1103 .0840
4845 2.5500 1.2922 200.0000 0.1101 0 40 0.3159 0 24 0.0432 4.6301 3.5797 .1505 .3987
4250 11.5986 1.2184 200.0000 0.0970 0 40 0.1094 0 38 0.0084 7.3198 5.7362 .0990 .1809
5338 8.7547 1.3127 200.0000 0.0477 0 38 0.2871 0 0 0.0054 8.5169 6.0640 .0846 .3200
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0640 4.8129 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.0041 0 40 0.2211 0 40 0.0002 4.6182 4.0276 .0454 .0689
4746u 0.1498 2.1194 300.0000 0.1003 0 40 1.4049 0 21 0.6695 4.6182 4.0276 3.393 3.425
4645o 15.8729 2.3953 400.0000 0.0097 0 41 0.0863 0 41 0.0006 4.0276 3.5797 .0689 .1994
4645u 0.1105 1.5637 300.0000 0.0962 0 41 1.3398 0 41 0.8705 4.0276 3.5797 3.425 3.599
3836o 9.9729 2.0945 400.0000 0.0762 0 44 0.1727 0 6 0.0076 6.0640 5.7088 .1600 .4719
3635o 35.6736 2.3986 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2131 4.2131 .0000 .0000
2217o 14.0423 1.9555 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.3804 2.3804 .0000 .0000
2217u 0.6241 1.4127 750.0000 0.8556 0 35 2.0725 0 34 1.3709 2.7720 2.3804 1.216 .8405
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.7782 4.7782 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.2193 0 35 2.3272 0 35 0.3440 6.2418 4.7782 .5372 .6183
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.6431 2.6431 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.4142 0 35 2.0443 0 35 0.4388 4.7782 2.6431 .4637 1.238
1817o 9.1593 0.8118 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.3804 2.3804 .0000 .0000
1817u 0.5070 1.7932 600.0000 0.5109 0 36 1.7801 0 36 1.0077 2.6431 2.3804 1.238 1.050
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.7148 2.7148 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.0880 0 35 1.5989 0 34 0.3643 3.7744 2.7148 .4650 .5728
0706o 7.2322 2.1546 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2991 4.2991 .0000 .0000
0706u 0.1248 1.7661 300.0000 0.0742 0 36 1.1549 0 25 0.5946 4.6582 4.2991 2.193 2.663
0604o 9.6606 2.8827 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.2254 2.2254 .0000 .0000
0604u 0.3116 2.8210 375.0000 0.2943 0 35 2.6515 0 35 0.9447 4.2991 2.2254 2.130 1.401
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.2254 2.2254 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.0825 0 35 1.5177 0 35 0.5355 3.4684 2.2254 .5613 1.751
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6233 1.6233 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.6865 0 35 2.1396 0 35 0.3560 2.2254 1.6233 .7006 .6977
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.5901 1.5901 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.4313 0 40 0.5418 0 40 0.1325 1.6233 1.5901 .8721 .9002
14a14bo 75.9084 3.3944 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4493 2.4493 .0000 .0000
14a14bu 0.1368 1.9347 300.0000 0.1430 0 50 1.9979 0 50 1.0453 2.9530 2.4493 3.843 2.830
FREE # 1 Undefnd Undefnd Undefn 2.5168 0 40
*==================================================*
| 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 0.0103 0.3596 0.0023
5047 6.5417 0.0000 0.0000 353.4583 0.0322 0.3174 0.0140
5114b 8.0417 0.0000 0.0000 351.9583 0.0115 0.1129 0.0031
4342 0.1667 359.8333 0.0000 0.0000 0.0089 0.3509 0.0022
3736 0.1667 8.2222 0.0000 351.6111 0.0350 0.1996 0.0330
3534 7.4583 352.5417 0.0000 0.0000 0.0144 0.1417 0.0021
3422 7.4583 0.0000 0.0000 352.5417 0.0109 0.1076 0.0015
3130 0.1667 0.0000 0.0000 359.8333 0.0135 0.2680 0.0039
3024 0.1667 9.4444 0.0000 350.3889 0.1295 0.1637 2.6155
3036 13.5833 0.0000 346.4167 0.0000 0.0717 0.7195 0.0259
2827 0.1667 0.0000 0.0000 359.8333 0.0287 0.1146 0.0487
2726 357.9722 2.0278 0.0000 0.0000 0.0225 0.4482 0.0020
2629 0.2500 359.7500 0.0000 0.0000 0.0305 0.1384 0.0049
2930 0.2500 0.0000 0.0000 359.7500 0.0389 0.2127 0.0577
2725 0.1667 359.8333 0.0000 0.0000 0.1085 0.1139 2.0602
2524 0.1667 10.2143 0.0000 349.6190 0.1136 0.1136 1.2704
2422 0.1667 359.8333 0.0000 0.0000 0.1679 0.2905 2.0712
L575 0.1667 0.0000 0.0000 359.8333 0.0419 0.3559 0.0327
2117 4.9583 0.0000 0.0000 355.0417 0.0263 0.2590 0.0088
1714B 340.9722 0.0000 19.0278 0.0000 0.0536 0.4414 0.0249
1716 0.1667 354.9583 0.0000 4.8750 0.2784 0.7004 2.0436
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4521 2.4874
1614A 8.0833 84.8333 267.0833 0.0000 0.2281 0.4609 1.0165
4514B 315.1667 11.9722 0.0000 32.8611 0.0442 0.2813 0.0744
4515 0.1667 359.8333 0.0000 0.0000 0.0840 0.0728 2.3062
1502 0.1667 359.8333 0.0000 0.0000 0.2345 0.4741 1.8085
14A13 292.4583 67.5417 0.0000 0.0000 0.2970 1.7757 0.2363
1312 292.5000 67.5000 0.0000 0.0000 0.2354 1.8658 0.1671
1211 11.9167 348.0833 0.0000 0.0000 0.2079 2.6618 0.1244
1103 0.1667 359.8333 0.0000 0.0000 0.3321 2.1207 0.1836
0912 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0908 0.1667 359.8333 0.0000 0.0000 0.1001 0.0879 0.3084
0811 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0804 0.1667 359.8333 0.0000 0.0000 0.1318 0.1619 0.4667
0201 0.1667 359.8333 0.0000 0.0000 0.3411 1.8792 0.7230
5248 0.1667 0.0000 0.0000 359.8333 0.0113 0.3380 0.0042
4845 7.3750 44.5417 0.0000 308.0833 0.0518 0.5150 0.0117
4250 0.2500 353.4583 0.0000 6.2917 0.0181 0.9020 0.0030
5338 0.1667 353.3333 0.0000 6.5000 0.0291 1.0144 0.0019
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 355.1111 4.8889 0.0000 0.0000 0.0109 0.0186 0.0050
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.4288
4645o 349.3056 10.6944 0.0000 0.0000 0.0251 0.1124 0.0046
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.4116
3836o 6.7083 353.2917 0.0000 0.0000 0.0614 0.5810 0.0166
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 0.2177 0.4291 1.5374
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1215 0.0943 0.6044
1918o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 359.8333 0.0000 0.0000 0.1540 0.2038 1.0360
1817o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1817u 0.1667 359.8333 0.0000 0.0000 0.1823 0.2914 1.2155
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.0934 0.0554 0.3013
0706o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0706u 0.1667 359.8333 0.0000 0.0000 0.0865 0.0728 0.7538
0604o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0604u 0.1667 359.8333 0.0000 0.0000 0.1055 0.1135 1.7555
0504o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0504u 0.1667 359.8333 0.0000 0.0000 0.0779 0.0544 0.5255
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2204 0.3223 1.0914
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 0.7963 0.2880
14a14bo 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14a14bu 8.0417 351.9583 0.0000 0.0000 0.0839 0.0727 1.7862
*===========================================*
| 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 0.0049 106.8933 0.0002 0.9989 0.1804 0.0038 0.1017 2.8108
5047 0.0188 406.0394 0.0005 0.9789 1.0002 0.0101 0.0992 0.0350
5114b 0.0034 73.3600 0.0002 0.9727 1.0657 0.0031 0.0303 0.0350
4342 0.0049 104.7998 0.0002 0.9989 0.2120 0.0032 0.0909 2.8108
3736 0.0052 112.3402 0.0002 0.9989 1.1684 0.0078 0.0213 1.2492
3534 0.0017 35.6544 0.0001 0.9750 0.2109 0.0035 0.0347 0.0350
3422 0.0017 35.7517 0.0000 0.9750 0.6002 0.0028 0.0280 0.0450
3130 0.0078 169.1240 0.0003 0.9989 1.0848 0.0035 0.0687 2.1862
3024 0.0543 1173.4697 0.0017 0.9989 1.5642 0.0585 0.0436 0.8120
3036 -0.0190 -409.3807 0.0005 0.9523 0.0000 0.0407 0.3151 0.0201
2827 0.0090 194.6629 0.0004 0.9989 1.2157 0.0090 0.0246 1.2492
2726 0.0001 1.3947 0.0002 0.0130 0.0017 0.0231 0.0150 0.0200
2629 0.0015 31.8376 0.0000 0.9989 0.1277 0.0130 0.0381 2.1862
2930 0.0166 357.9546 0.0007 0.9989 0.7812 0.0140 0.0508 1.2492
2725 0.0250 539.1000 0.0011 0.9989 1.2242 0.0426 0.0282 0.8120
2524 0.0249 538.5037 0.0011 0.9961 1.7522 0.0387 0.0222 0.0130
2422 0.0794 1715.2543 0.0025 0.9989 0.9607 0.0780 0.0818 0.8120
L575 0.0142 306.9004 0.0005 0.9989 0.5506 0.0137 0.0801 2.8108
2117 0.0078 168.3089 0.0012 0.9856 0.9888 0.0060 0.0594 0.0200
1714B -0.0029 -62.8464 0.0002 0.1220 0.0000 0.0054 0.0363 0.0210
1716 0.1708 3689.2878 0.0051 0.9989 1.0343 0.1116 0.1868 Section 4
0.8120
1615 0.1519 3281.6022 0.0040 0.9963 0.5530 0.1110 0.1789 0.0130
1614A 0.0190 411.2023 0.0021 0.9726 0.0376 0.0838 0.1206 0.0130
4514B 0.0119 258.0915 0.0006 0.2416 0.2308 0.0071 0.0343 0.0211
4515 0.0382 824.7918 0.0008 0.9989 0.7236 0.0482 0.0339 0.8120
1502 0.1904 4111.6442 0.0049 0.9989 0.8385 0.1147 0.1634 0.8120
14A13 -0.0315 -680.5847 0.0021 0.3376 0.0006 0.0819 0.3001 0.1234
1312 0.0316 682.8911 0.0021 0.3376 0.0459 0.0423 0.2565 0.1232
1211 0.0320 692.0946 0.0019 0.9597 0.0318 0.0471 0.3507 0.1237
1103 0.0507 1094.5764 0.0021 0.9989 0.1327 0.0928 0.4451 7.8077
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0092 0.0922 0.0450
0908 0.0081 175.9591 0.0003 0.9989 0.7143 0.0342 0.0174 0.8745
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0804 0.0158 341.7331 0.0006 0.9989 0.5737 0.0472 0.0333 0.8120
0201 0.3192 6893.8071 0.0086 0.9989 0.5464 0.1209 0.5266 2.4985
5248 0.0101 218.3447 0.0002 0.9989 0.6040 0.0042 0.1012 2.8108
4845 0.0147 318.4503 0.0004 0.9756 0.8332 0.0130 0.1284 0.0350
4250 0.0115 249.1950 0.0004 0.9989 0.2467 0.0055 0.2387 2.8108
5338 0.0055 117.9186 0.0001 0.9989 0.0596 0.0122 0.3957 2.8108
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0009 0.0102 0.0450
4746o 0.0000 0.4906 0.0000 0.0311 0.0097 0.0004 0.0006 0.0216
4746u 0.0273 589.7370 0.0004 0.9989 1.1730 0.0340 0.0221 0.8120
4645o 0.0001 3.0628 0.0000 0.0693 0.0066 0.0035 0.0145 0.0216
4645u 0.0272 587.7600 0.0004 0.9989 0.6710 0.0370 0.0254 0.8745
3836o 0.0131 282.2921 0.0003 0.9784 0.0750 0.0395 0.3095 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 0.1003 2165.9928 0.0034 0.9989 0.7900 0.0959 0.1158 0.8120
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0201
2019u 0.0248 536.4334 0.0008 0.9989 1.7880 0.0411 0.0220 0.8120
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0261
1918u 0.0445 960.5017 0.0013 0.9989 1.1502 0.0596 0.0508 0.8120
1817o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0266
1817u 0.0566 1223.5662 0.0019 0.9989 0.7270 0.0744 0.0739 0.8120
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
1009u 0.0081 175.4495 0.0004 0.9989 1.1958 0.0276 0.0113 0.8745
0706o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
0706u 0.0074 158.9560 0.0004 0.9989 0.7660 0.0308 0.0140 0.8120
0604o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
0604u 0.0308 665.9397 0.0010 0.9989 1.4606 0.0430 0.0270 0.8120
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0247
0504u 0.0078 169.2604 0.0003 0.9989 0.7080 0.0311 0.0155 0.8120
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0450
0403u 0.0701 1513.4122 0.0028 0.9989 2.2664 0.0715 0.0737 0.8120
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0219
0302u 0.1210 2613.7300 0.0018 0.9989 0.1278 0.1161 0.2543 0.4372
14a14bo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0350
14a14bu 0.0124 268.4424 0.0006 0.9726 0.2295 0.0387 0.0264 0.0130
FREE # 1 0.3192 6894.9443
*===============================================================*
| 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 0.0402 0.0000 0.7451 0.0123 0.0163 8.9164 7.0220 Max Flow
5047 0.1393 0.0000 1.1042 0.0273 0.0322 5.7362 4.6273 Max Flow
5114b 0.0311 0.0000 1.7964 0.0098 0.0111 4.8129 3.0098 Max Flow
4342 0.0431 0.0000 0.9278 0.0122 0.0157 9.2158 7.3196 Max Flow
3736 0.0563 0.0000 0.7671 0.0558 0.0485 7.0486 5.5820 Max Flow
3534 0.0203 0.0000 0.0717 0.0052 0.0114 4.2131 4.1161 Max Flow
3422 0.0157 0.0000 0.7113 0.0040 0.0086 4.1166 3.4040 Max Flow
3130 0.0785 0.0000 1.7966 0.0116 0.0132 7.5151 5.7116 Max Flow
3024 0.4314 1.1926 1.0770 0.4251 0.3446 5.5837 3.2865 Max Flow
3036 -0.0006 0.0000 0.0000 0.0037 0.0070 5.6232 5.6234 Max Flow
2827 0.0959 0.0000 1.5973 0.0695 0.0577 8.3586 6.7577 Max Flow
2726 0.0376 0.0000 0.0052 0.0055 0.0051 6.7072 6.5391 Max Flow
2629 0.0098 0.0000 0.0339 0.0264 0.0498 6.5500 6.4731 Max Flow
2930 0.1555 0.0000 0.7796 0.0839 0.0788 6.4790 5.6988 Max Flow
2725 0.2548 0.8293 0.5974 0.3490 0.3750 6.7068 5.2911 Max Flow
2524 0.2456 0.5682 1.4151 0.3464 0.2741 5.1965 3.2232 Max Flow
2422 0.6507 0.2790 0.4352 0.5192 0.3967 3.4847 2.7705 Max Flow
L575 0.1413 0.0000 1.3184 0.0696 0.0847 4.7953 3.4696 Max Flow
2117 0.0878 0.0000 0.0588 0.0201 0.0267 3.0316 2.9701 Max Flow
1714B 0.0000 0.0000 0.0000 0.0000 0.0000 2.8483 2.8483 Max Flow
1716 1.5053 -0.3091 0.1288 0.6982 0.5110 2.3803 2.6214 Max Flow
1615 1.0024 0.2668 0.2154 0.6162 0.7500 2.6200 2.1385 Max Flow
1614A 0.5047 0.1623 0.0197 0.4376 0.4367 2.6209 2.4481 Max Flow
4514B 0.2084 0.0000 0.3566 0.0943 0.0793 3.5797 2.9501 Max Flow
4515 0.1768 0.6769 1.0464 1.0270 0.2249 3.5270 1.8000 Max Flow
1502 1.1688 -0.0919 0.6976 0.6526 0.8250 2.1371 1.5860 Max Flow
14A13 0.0012 0.0000 0.0002 0.0061 0.0262 1.9116 1.9114 Max Flow
1312 0.6247 0.0000 0.1712 0.3085 0.4908 2.3515 2.1807 Max Flow
1211 0.6114 0.0000 0.2568 0.2932 0.5042 2.1858 1.8898 Max Flow
1103 0.7220 0.0000 0.2811 0.2285 0.5578 1.8976 1.6128 Max Flow
0912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0908 0.0828 0.1579 0.1926 0.2105 0.1894 2.7144 2.4400 Max Flow
0811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0804 0.1587 0.0892 0.1371 0.2795 0.2825 2.4312 2.2118 Max Flow
0201 2.5167 0.0000 0.1204 0.4526 0.5395 1.5901 1.4695 Max Flow
5248 0.0738 0.0000 2.2038 0.0167 0.0192 7.0220 4.8167 Max Flow
4845 0.1101 0.0000 0.1738 0.0234 0.0300 4.6301 3.5797 Max Flow
4250 0.0970 0.0000 0.2910 0.0162 0.0193 7.3198 5.7358 Max Flow
5338 0.0477 0.0000 0.0451 0.0132 0.0167 8.5169 6.0603 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.0041 0.0000 0.2046 0.0183 0.0176 4.6182 4.0266 Max Flow
4746u 0.1003 0.3307 0.2609 0.2453 0.1796 4.6182 4.0266 Max Flow
4645o 0.0097 0.0000 0.0134 0.0262 0.0266 4.0276 3.5795 Max Flow
4645u 0.0962 0.0811 0.3671 0.2409 0.2166 4.0276 3.5796 Max Flow
3836o 0.0762 0.0000 0.0115 0.0632 0.0640 6.0640 5.7073 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 0.8555 0.1866 0.1979 0.5730 0.7500 2.7661 2.3613 Max Flow
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
2019u 0.2192 1.1043 0.4562 0.3297 0.1820 6.2413 4.7781 Max Flow
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1918u 0.4141 0.6419 1.0003 0.4217 0.2780 4.7782 2.6026 Max Flow
1817o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1817u 0.5109 0.1348 0.1478 0.4675 0.4966 2.6423 2.3713 Max Flow
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
1009u 0.0880 0.5374 0.5879 0.2172 0.1565 3.7730 2.7049 Max Flow
0706o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0706u 0.0742 0.1884 0.1735 0.2122 0.1665 4.6410 4.2822 Max Flow
0604o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0604u 0.2943 0.4812 1.5894 0.3611 0.2904 4.2991 2.2254 Max Flow
0504o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0504u 0.0825 0.6391 0.7360 0.2238 0.1563 3.4683 2.2236 Max Flow
0403o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0403u 0.6865 0.4886 0.1158 0.5134 0.3090 2.2253 1.5977 Max Flow
0302o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
0302u 0.4313 0.0332 0.0007 0.2034 0.1241 1.6231 1.5900 Max Flow
14a14bo 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
14a14bu 0.1430 0.4568 0.2133 0.2781 0.2608 2.8928 2.2184 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 260.1667 93.3333 6.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 129.0000 223.0000 8.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.0000 359.8333 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 0.3333 352.3333 7.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 51.8333 300.8333 7.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 103.1667 256.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 346.5000 13.5000 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 2.5000 263.0000 94.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.6667 0.5000 355.0000 0.0000 2.3333 0.0000 1.5000 0.0000 None
2524 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 348.5000 0.0000 0.0000 0.0000 10.3333 0.0000 None
L575 283.6667 76.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 138.8333 216.3333 4.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 19.0000 341.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 280.0000 22.1667 0.0000 0.0000 56.6667 0.0000 None
1615 0.8333 241.6667 2.1667 22.6667 23.5000 0.0000 69.1667 0.0000 None
1614A 0.0000 306.6667 0.0000 44.3333 0.0000 9.0000 0.0000 0.0000 None
4514B 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 308.6667 51.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14A13 0.0000 67.5000 292.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 5.6667 61.8333 292.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 348.1667 11.8333 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 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0811 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 254.8333 79.3333 0.0000 3.6667 0.0000 22.1667 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 246.6667 113.0000 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 244.8333 107.8333 7.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 2.1667 357.3333 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 3.8333 356.0000 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 314.0000 6.0000 0.0000 15.1667 23.6667 0.0000 None
4645o 0.0000 10.8333 349.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 308.6667 1.5000 0.0000 45.6667 3.0000 0.0000 None
3836o 0.0000 353.3333 6.6667 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 324.5000 35.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019u 0.0000 1.0000 359.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 4.3333 269.5000 0.0000 4.3333 0.0000 81.8333 0.0000 None
1009o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 355.5000 1.5000 0.0000 0.0000 1.8333 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 185.1667 170.8333 0.0000 0.0000 2.8333 0.0000 None
14a14bo 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
14a14bu 0.0000 0.0000 285.6667 30.8333 0.0000 35.8333 7.6667 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 328.9167 336.8333 7.9167 0.0000
5047 0.0000 0.0000 0.0000 0.0000
5114b 0.0000 0.0000 266.5000 0.0000
4342 337.0417 343.4167 6.3750 0.0000
3736 8.1944 9.8611 151.4500 0.0000
3534 339.5833 350.3333 0.0000 0.0000
3422 0.0000 0.0000 262.5000 0.0000
3130 0.0000 1.5000 206.2083 0.0000
3024 0.0000 0.0000 348.3611 0.0000
3036 0.0000 0.0000 0.0000 0.0000
2827 0.1528 1.7778 86.9167 0.0000
2726 325.0833 325.0833 0.0000 0.0000
2629 93.2500 93.2500 0.0000 0.0000
2930 0.1944 0.4028 0.0000 0.0000
2725 0.0000 0.0000 343.9167 0.0000
2524 1.5833 2.7222 351.3611 0.0000
2422 320.2500 346.1944 112.6389 0.0000
L575 0.0000 2.5000 2.5000 0.0000
2117 0.0000 0.0000 267.3333 0.0000
1714B 0.0000 0.0000 0.0000 0.0000
1716 324.2778 335.3333 255.1667 0.0000
1615 204.1250 283.0417 0.0000 0.0000
1614A 0.1250 24.5972 0.0000 0.0000
4514B 11.7917 11.8889 309.5417 0.0000
4515 275.4583 276.7500 24.2917 0.0000
1502 2.6250 3.1250 87.5833 0.0000
14A13 0.0000 288.3333 0.0000 0.0000
1312 322.5111 329.6528 0.0000 0.0000
1211 336.3194 336.3611 0.0000 0.0000
1103 104.7643 108.8611 0.0000 0.0000
0912 0.0000 0.0000 0.0000 0.0000
0908 351.6270 357.3333 0.0833 0.0000
0811 0.0000 0.0000 0.0000 0.0000
0804 321.3472 354.6111 0.0000 0.0000
0201 4.3819 4.3819 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 42.2083 42.2083 0.0000 0.0000
4250 109.6250 109.6250 0.0000 0.0000
5338 353.3333 359.8333 6.5000 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 322.8611 322.8611 0.0278 0.0000
4746u 1.2917 272.5833 310.6667 0.0000
4645o 325.5278 325.5278 0.0000 0.0000
4645u 307.5833 307.5833 0.4583 0.0000
3836o 353.2917 353.2917 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 279.3333 357.5000 358.1667 0.0000
1918o 0.0000 0.0000 0.0000 0.0000
1918u 355.9583 356.0833 358.1667 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 258.3333 308.1667 2.4167 0.0000
1009o 0.0000 0.0000 0.0000 0.0000
1009u 309.0417 352.4167 311.8333 0.0000
0706o 0.0000 0.0000 0.0000 0.0000
0706u 310.5833 352.9444 16.6250 0.0000
0604o 0.0000 0.0000 0.0000 0.0000
0604u 345.0833 349.5833 350.8333 0.0000
0504o 0.0000 0.0000 0.0000 0.0000
0504u 351.0833 351.2500 11.0694 0.0000
0403o 0.0000 0.0000 0.0000 0.0000
0403u 46.8333 121.3333 334.0694 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 189.1250 358.2500 0.1667 0.0000
14a14bo 0.0000 0.0000 0.0000 0.0000
14a14bu 267.5833 303.2083 0.2917 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
5453 0.0985 0.1327 0.0985 0.0109 0.0184 0.0109 0.1103 0.1389 0.1103 7.2799 9.1705 7.2799 0.0189
5047 0.1287 0.4402 0.1287 0.0000 0.1396 0.0000 0.0002 0.3170 0.0002 0.0082 14.8998 0.0082 0.0323
5114b 0.0806 0.2758 0.0806 0.0000 0.0311 0.0000 0.0000 0.1128 0.0000 0.0011 5.6421 0.0011 0.0115
4342 0.1073 0.1505 0.1073 0.0121 0.0189 0.0121 0.1127 0.1256 0.1127 6.1964 6.9085 6.1964 0.0176
3736 0.0000 0.2837 0.0000 0.0000 0.0563 0.0000 0.0000 0.1984 0.0000 0.0000 9.9225 0.0000 0.0773
3534 0.0224 0.1431 0.0224 0.0000 0.0203 0.0000 0.0000 0.1417 0.0000 0.0001 1.4166 0.0001 0.0145
3422 0.0311 0.1461 0.0311 0.0000 0.0157 0.0000 0.0000 0.1076 0.0000 0.0005 4.3040 0.0005 0.0110
3130 0.0623 0.2930 0.0623 0.0000 0.0785 0.0000 0.0000 0.2680 0.0000 0.0010 14.7379 0.0010 0.0135
3036 0.0134 0.1881 0.0134 0.0000 0.1347 0.0000 0.0009 0.7162 0.0009 0.0167 12.8920 0.0167 0.1476
2827 0.0000 0.8515 0.0000 0.0000 0.0959 0.0000 0.0000 0.1127 0.0000 0.0000 5.6339 0.0000 0.0582
2726 0.0206 0.0839 0.0206 0.0000 0.0376 0.0000 0.0001 0.4480 0.0001 0.0006 4.4804 0.0006 0.0226
2629 0.0000 0.0709 0.0000 0.0000 0.0098 0.0000 0.0000 0.1383 0.0000 0.0000 6.2226 0.0000 0.0637
2930 0.0000 0.7330 0.0000 0.0000 0.1555 0.0000 0.0000 0.2122 0.0000 0.0000 10.1856 0.0000 0.0789
L575 0.0000 0.3976 0.0000 0.0000 0.1413 0.0000 0.0000 0.3555 0.0000 0.0000 21.3276 0.0000 0.0847
2117 0.0641 0.3393 0.0641 0.0000 0.0878 0.0000 0.0001 0.2589 0.0001 0.0006 2.5889 0.0006 0.0264
1714B 0.0000 0.2253 0.0000 0.0000 0.0988 0.0000 0.0000 0.4384 0.0000 0.0000 12.2755 0.0000 0.1135
4514B 0.0000 0.7419 0.0000 0.0000 0.2084 0.0000 0.0000 0.2809 0.0000 0.0000 6.7406 0.0000 0.0908
14A13 0.0000 0.3535 0.0000 0.0000 0.6259 0.0000 0.0000 1.7706 0.0000 0.0000 17.7059 0.0000 0.7208
1312 0.0000 0.3352 0.0000 0.0000 0.6247 0.0000 0.0000 1.8638 0.0000 0.0000 26.0938 0.0000 0.4969
1211 0.0000 0.2304 0.0000 0.0000 0.6114 0.0000 0.0000 2.6533 0.0000 0.0000 98.1738 0.0000 0.5288
1103 0.0000 0.3412 0.0000 0.0000 0.7220 0.0000 0.0000 2.1157 0.0000 0.0000 74.0497 0.0000 0.5399
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 1.3420 0.0000 0.0000 2.5168 0.0000 0.0000 1.8754 0.0000 0.0000 18.7540 0.0000 0.5398
5248 0.1946 0.2572 0.1946 0.0186 0.0377 0.0186 0.0957 0.1466 0.0957 5.5498 8.5053 5.5498 0.0197
4845 0.0626 0.2140 0.0626 0.0000 0.1100 0.0000 0.0005 0.5141 0.0005 0.0275 30.8445 0.0275 0.0525
4250 0.1028 0.1221 0.1028 0.0350 0.0270 0.0350 0.3405 0.2211 0.3405 19.7478 12.8227 19.7478 0.0271
5338 0.0453 0.0506 0.0453 0.0156 0.0166 0.0156 0.3437 0.3271 0.3437 26.8052 25.5123 26.8052 0.0377
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 0.2469 0.0000 0.0000 0.0041 0.0000 0.0000 0.0166 0.0000 0.0000 0.4139 0.0000 0.0221
4645o 0.0000 0.0878 0.0000 0.0000 0.0097 0.0000 0.0000 0.1103 0.0000 0.0000 3.6392 0.0000 0.0569
3836o 0.0000 0.1312 0.0000 0.0000 0.0762 0.0000 0.0000 0.5808 0.0000 0.0000 23.2337 0.0000 0.1311
3635o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2217o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1817o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0706o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0604o 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
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 0.1052 0.1785 0.1052 0.3888 0.09822 34.902 0.1052 0.1785 0.1052 0.3888 0.09822 34.902 0.0000 0.0000 0.0000 None
5047 .000148 0.9196 .000148 0.9199 0.08922 9.9108 .000148 0.9196 .000148 0.9199 0.08922 9.9108 0.0000 0.0000 0.0000 None
5114b .94E-05 0.1644 .94E-05 0.1644 0.09616 9.9038 .94E-05 0.1644 .94E-05 0.1644 0.09616 9.9038 0.0000 0.0000 0.0000 None
4342 0.09641 0.1508 0.09641 0.3437 0.09849 39.902 0.09641 0.1508 0.09641 0.3437 0.09849 39.902 0.0000 0.0000 0.0000 None
3736 0.0000 1.1223 0.0000 1.1223 3.5448 11.455 0.0000 1.1223 0.0000 1.1223 3.5448 11.455 0.0000 0.0000 0.0000 None
3534 .35E-05 0.2402 .35E-05 0.2402 0.09819 9.9018 .35E-05 0.2402 .35E-05 0.2402 0.09819 9.9018 0.0000 0.0000 0.0000 None
3422 .28E-05 0.1181 .28E-05 0.1181 0.09780 9.9022 .28E-05 0.1181 .28E-05 0.1181 0.09780 9.9022 0.0000 0.0000 0.0000 None
3130 .63E-05 0.4348 .63E-05 0.4348 0.09729 19.903 .63E-05 0.4348 .63E-05 0.4348 0.09729 19.903 0.0000 0.0000 0.0000 None
3036 .000645 6.9664 .000645 6.9677 5.6555 14.345 .000645 6.9664 .000645 6.9677 5.6555 14.345 0.0000 0.0000 0.0000 None
2827 0.0000 0.5277 0.0000 0.5277 3.5584 11.442 0.0000 0.5277 0.0000 0.5277 3.5584 11.442 0.0000 0.0000 0.0000 None
2726 .000063 1.7922 .000063 1.7923 0.09434 19.906 .000063 1.7922 .000063 1.7923 0.09434 19.906 0.0000 0.0000 0.0000 None
2629 0.0000 0.3930 0.0000 0.3930 5.9545 14.046 0.0000 0.3930 0.0000 0.3930 5.9545 14.046 0.0000 0.0000 0.0000 None
2930 0.0000 1.2174 0.0000 1.2174 5.9436 14.056 0.0000 1.2174 0.0000 1.2174 5.9436 14.056 0.0000 0.0000 0.0000 None
L575 0.0000 0.9599 0.0000 0.9599 5.8053 14.195 0.0000 0.9599 0.0000 0.9599 5.8053 14.195 0.0000 0.0000 0.0000 None
2117 .000049 1.1482 .000049 1.1483 0.09560 9.9044 .000049 1.1482 .000049 1.1483 0.09560 9.9044 0.0000 0.0000 0.0000 None
1714B 0.0000 3.2035 0.0000 3.2035 10.919 19.081 0.0000 3.2035 0.0000 3.2035 10.919 19.081 0.0000 0.0000 0.0000 None
4514B 0.0000 1.7692 0.0000 1.7692 10.935 19.065 0.0000 1.7692 0.0000 1.7692 10.935 19.065 0.0000 0.0000 0.0000 None
14A13 0.0000 6.7515 0.0000 6.7515 12.096 17.229 0.0000 6.7515 0.0000 6.7515 12.096 17.229 0.0000 0.0000 0.0000 None
1312 0.0000 5.6869 0.0000 5.6869 16.699 24.513 0.0000 5.6869 0.0000 5.6869 16.699 24.513 0.0000 0.0000 0.0000 None
1211 0.0000 7.4700 0.0000 7.4700 13.275 26.791 0.0000 7.4700 0.0000 7.4700 13.275 26.791 0.0000 0.0000 0.0000 None
1103 0.0000 8.1180 0.0000 8.1180 29.721 35.963 0.0000 8.1180 0.0000 8.1180 29.721 35.963 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 22.893 0.0000 22.893 29.721 34.964 0.0000 22.893 0.0000 22.893 29.721 34.964 0.0000 0.0000 0.0000 None
5248 0.09642 0.1952 0.09642 0.3881 0.09807 29.902 0.09642 0.1952 0.09642 0.3881 0.09807 29.902 0.0000 0.0000 0.0000 None
4845 .000537 2.0582 .000537 2.0593 0.08251 9.9175 .000537 2.0582 .000537 2.0593 0.08251 9.9175 0.0000 0.0000 0.0000 None
4250 0.5021 0.3870 0.5021 1.3912 0.09658 49.903 0.5021 0.3870 0.5021 1.3912 0.09658 49.903 0.0000 0.0000 0.0000 None
5338 0.6983 0.7434 0.6983 2.1400 0.09446 34.906 0.6983 0.7434 0.6983 2.1400 0.09446 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 0.04059 0.0000 0.04059 10.984 19.016 0.0000 0.04059 0.0000 0.04059 10.984 19.016 0.0000 0.0000 0.0000 None
4645o 0.0000 0.5087 0.0000 0.5087 10.959 19.041 0.0000 0.5087 0.0000 0.5087 10.959 19.041 0.0000 0.0000 0.0000 None
3836o 0.0000 4.9217 0.0000 4.9217 5.9064 14.094 0.0000 4.9217 0.0000 4.9217 5.9064 14.094 0.0000 0.0000 0.0000 None
3635o 0.0000 0.0000 0.0000 0.0000 19.600 19.600 0.0000 0.0000 0.0000 0.0000 19.600 19.600 0.0000 0.0000 0.0000 None
2217o 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
1918o 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 None
1817o 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 0.0000 11.000 11.000 0.0000 0.0000 0.0000 None
1009o 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 None
0706o 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 0.0000 2.5000 2.5000 0.0000 0.0000 0.0000 None
0604o 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
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 8.9164 7.0221 66.0000 17.5000 17.4018 17.4018 5.0000 17.4018 17.4018 5.0000 34.8036 34.8036
5047 5.7362 4.6273 47.0000 9.9000 9.8108 9.8108 9.8000 0.0108 0.0108 0.0000 9.8216 9.8216
5114b 4.8129 3.0098 50.0000 9.9000 9.8038 9.8038 9.8000 0.0038 0.0038 0.0000 9.8077 9.8077
4342 9.2158 7.3198 55.0000 20.0000 19.9015 19.9015 5.0000 19.9015 19.9015 5.0000 39.8030 39.8030
3736 7.0486 5.6243 50.0000 11.4000 7.8552 7.8552 7.9000 0.0552 0.0552 0.1000 7.9104 7.9104
3534 4.2131 4.1166 10.0000 9.9000 9.8018 9.8018 9.8000 0.0018 0.0018 0.0000 9.8036 9.8036
3422 4.1166 3.4040 40.0000 9.9000 9.8022 9.8022 9.8000 0.0022 0.0022 0.0000 9.8044 9.8044
3130 7.5151 5.7116 55.0000 19.9000 19.8027 19.8027 19.8000 0.0027 0.0027 0.0000 19.8054 19.8054
3036 5.6995 5.7088 18.0000 14.0000 8.3445 8.3445 8.1000 0.3445 0.3445 0.1000 8.6890 8.6890
2827 8.3587 6.7577 50.0000 11.4000 7.8416 7.8416 7.9000 0.0416 0.0416 0.1000 7.8832 7.8832
2726 6.7074 6.5500 10.0000 19.9000 19.8057 19.8057 19.8000 0.0057 0.0057 0.0000 19.8113 19.8113
2629 6.5500 6.4790 45.0000 14.0000 8.0455 8.0455 8.1000 0.0455 0.0455 0.1000 8.0910 8.0910
2930 6.4790 5.6988 48.0000 14.0000 8.0564 8.0564 8.1000 0.0564 0.0564 0.1000 8.1128 8.1128
L575 4.7953 3.4696 60.0000 10.0000 4.1947 4.1947 9.9000 4.1947 4.1947 9.9000 8.3893 8.3893
2117 3.0316 2.9701 10.0000 9.9000 9.8044 9.8044 9.8000 0.0044 0.0044 0.0000 9.8088 9.8088
1714B 2.9192 2.9530 28.0000 19.0000 8.0811 8.0811 8.1000 0.0811 0.0811 0.1000 8.1621 8.1621
4514B 3.5797 2.9530 24.0000 19.0000 8.0649 8.0649 8.1000 0.0649 0.0649 0.1000 8.1297 8.1297
14A13 2.3515 2.4493 10.0000 13.6000 1.5041 1.5041 1.6000 3.6288 3.6288 6.4000 5.1330 5.1330
1312 2.3515 2.1858 14.0000 19.0000 2.3012 2.3012 3.1000 5.5127 5.5127 6.6000 7.8139 7.8139
1211 2.1858 1.8976 37.0000 16.9000 3.6246 3.6246 5.5000 9.8905 9.8905 13.6000 13.5151 13.5151
1103 1.8976 1.6233 35.0000 33.1000 3.3794 3.3794 3.8000 2.8633 2.8633 3.9000 6.2426 6.2426
0912 2.7148 2.1858 55.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0811 1.8976 1.8976 55.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0201 1.5901 1.4695 10.0000 33.1000 3.3788 3.3788 3.8000 1.8643 1.8643 2.0000 5.2431 5.2431
5248 7.0221 4.8168 58.0000 15.0000 14.9019 14.9019 5.0000 14.9019 14.9019 5.0000 29.8039 29.8039
4845 4.6301 3.5797 60.0000 9.9000 9.8175 9.8175 9.8000 0.0175 0.0175 0.0000 9.8350 9.8350
4250 7.3198 5.7362 58.0000 25.0000 24.9034 24.9034 5.0000 24.9034 24.9034 5.0000 49.8068 49.8068
5338 8.5169 6.0640 78.0000 17.5000 17.4055 17.4055 5.0000 17.4055 17.4055 5.0000 34.8111 34.8111
3851 6.0640 4.8129 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.6182 4.0276 25.0000 19.0000 8.0158 8.0158 8.1000 0.0158 0.0158 0.1000 8.0315 8.0315
4645o 4.0276 3.5797 33.0000 19.0000 8.0407 8.0407 8.1000 0.0407 0.0407 0.1000 8.0813 8.0813
3836o 6.0640 5.7088 40.0000 14.0000 8.0936 8.0936 8.1000 0.0936 0.0936 0.1000 8.1872 8.1872
3635o 4.2131 4.2131 20.0000 19.6000 0.0000 0.0000 5.2000 0.0000 0.0000 6.5000 0.0000 0.0000
2217o 2.3804 2.3804 35.0000 11.0000 0.0000 0.0000 0.1000 0.0000 0.0000 4.0000 0.0000 0.0000
2019o 4.7782 4.7782 30.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
1918o 2.6431 2.6431 110.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
1817o 2.3804 2.3804 22.0000 19.0000 8.0000 8.0000 8.1000 -8.0000 -8.0000 0.1000 0.0000 0.0000
1009o 2.7148 2.7148 50.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0706o 4.2991 4.2991 30.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0604o 2.2254 2.2254 57.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0504o 2.2254 2.2254 63.0000 7.5000 5.0000 5.0000 5.0000 -5.0000 -5.0000 0.0000 0.0000 0.0000
0403o 1.6233 1.6233 20.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
0302o 1.5901 1.5901 10.0000 37.0000 8.0000 8.0000 8.0000 -8.0000 -8.0000 0.0000 0.0000 0.0000
14a14bo 2.4493 2.4493 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 0.0402 106.8933 0.1505 0.2792 ## N54 8.9000 8.9164
5047 0.1396 406.0394 0.4424 0.3613 ## N53 8.5000 8.5169
5114b 0.0311 73.3600 0.2757 0.0303 ## N52 7.0000 7.0221
4342 0.0431 104.7998 0.2223 0.2038 ## N38 5.0000 6.0640
3736 0.0563 112.3402 0.6992 0.6854 ## N51 3.8000 4.8129
3534 0.0203 35.6544 0.1443 0.2332 ## N48 3.6000 4.6301
3422 0.0157 35.7517 0.1461 0.0219 ## N50 4.7000 5.7362
3130 0.0785 169.1240 0.2930 0.0931 ## N47 3.6000 4.6182
3024 0.4315 1173.4697 2.7966 3.8089 ## N46 3.0000 4.0276
3036 -0.1347 -409.3807 -0.2002 11.0150 ## N45 2.5000 3.5797
2827 0.0959 194.6629 0.8371 0.2065 ## N43 9.2000 9.2158
2726 0.0376 1.3947 0.0882 0.9452 ## N42 7.3000 7.3198
2629 0.0098 31.8376 0.0893 4.9355 ## N37 7.0000 7.0486
2930 0.1555 357.9546 0.7313 1.0319 ## N36 4.4700 5.7088
2725 0.2548 539.1000 2.3109 3.3380 ## N35 3.2000 4.2131
2524 0.2456 538.5037 2.4422 2.7668 ## N34 4.1000 4.1166
2422 0.6507 1715.2543 2.2940 11.2364 ## N31 7.5000 7.5151
L575 0.1413 306.9004 0.3971 1.0923 ## N30 4.2000 5.6243
2117 0.0878 168.3089 0.3392 1.0118 ## N29 6.4000 6.4790
1714B -0.0988 -62.8464 -0.2238 12.1677 ## N28 8.3000 8.3587
1716 1.5053 3689.2878 2.1516 24.3480 ## N27 5.3500 6.7075
1615 1.0025 3281.6022 2.2509 12.4757 ## N26 6.5000 6.5500
1614A 0.5047 411.2023 1.1174 4.6289 ## N25 4.8700 5.4206
4514B 0.2084 258.0915 0.9415 1.0841 ## N24 2.5900 3.4852
4515 0.1768 824.7918 2.4739 1.6548 ## N23 4.7000 4.7953
1502 1.1688 4111.6442 2.4734 41.5350 ## N22 1.8600 2.7720
14A13 -0.6259 -680.5847 -0.3531 16.1090 ## N21 2.0000 3.0316
1312 0.6247 682.8911 0.3391 26.1946 ## N20 6.0000 6.2418
1211 0.6114 692.0946 0.2498 99.4561 ## N19 4.5000 4.7782
1103 0.7220 1094.5764 0.3460 73.8396 ## N18 1.9000 2.6431
0912 0.0000 0.0000 0.0000 4.1509 ## N17 1.7500 2.3804
0908 0.0828 175.9591 0.9855 4.1032 ## N16 1.3400 2.6214
0811 0.0000 0.0000 0.0000 0.0000 ## N15 1.2100 2.1408
0804 0.1587 341.7331 0.9874 8.1649 ## N14B 1.8000 2.9530
0201 2.5168 6893.8071 1.3393 18.7898 ## N14A 1.6000 2.4493
5248 0.0750 218.3447 0.2221 0.1441 ## N13 1.8600 2.3515
4845 0.1101 318.4503 0.3159 2.2616 ## N12 1.6800 2.1858
4250 0.0970 249.1950 0.1094 1.1950 ## N11 1.3400 1.8976
5338 0.0477 117.9186 0.2871 1.9346 ## N10 3.6000 3.7744
3851 0.0000 0.0000 0.0000 0.0156 ## N9 2.5000 2.7148
4746o 0.0041 0.4906 0.2211 0.0212 ## N8 2.0000 2.4405
4746u 0.1003 589.7370 1.4049 2.3991 ## N7 4.0000 4.6583
4645o 0.0097 3.0628 0.0863 0.5623 ## N6 3.5000 4.2991
4645u 0.0962 587.7600 1.3398 3.0970 ## N5 3.3000 3.4684
3836o 0.0762 282.2921 0.1727 8.6330 ## N4 1.7000 2.2254
3635o 0.0000 0.0000 0.0000 0.0000 ## N3 1.1000 1.6233
2217o 0.0000 0.0000 0.0000 0.0000 ## N2 1.0500 1.5901
2217u 0.8556 2165.9928 2.0725 14.8971 ## N1 0.9300 1.4695
2019o 0.0000 0.0000 0.0000 0.0000 ##
2019u 0.2193 536.4334 2.3272 0.5280 ##
1918o 0.0000 0.0000 0.0000 0.0000 ##
1918u 0.4142 960.5017 2.0443 6.8196 ##
1817o 0.0000 0.0000 0.0000 0.0000 ##
1817u 0.5109 1223.5662 1.7801 6.3913 ##
1009o 0.0000 0.0000 0.0000 0.0000 ##
1009u 0.0880 175.4495 1.5989 0.5372 ##
0706o 0.0000 0.0000 0.0000 0.0000 ##
0706u 0.0742 158.9560 1.1549 2.1554 ##
0604o 0.0000 0.0000 0.0000 0.0000 ##
0604u 0.2943 665.9397 2.6515 1.8454 ##
0504o 0.0000 0.0000 0.0000 0.0000 ##
0504u 0.0825 169.2604 1.5177 1.2804 ##
0403o 0.0000 0.0000 0.0000 0.0000 ##
0403u 0.6865 1513.4122 2.1396 5.4741 ##
0302o 0.0000 0.0000 0.0000 0.0000 ##
0302u 0.4313 2613.7300 0.5418 23.9257 ##
14a14bo 0.0000 0.0000 0.0000 0.0000 ##
14a14bu 0.1430 268.4424 1.9979 0.7151 ##
FREE # 1 2.5168 6894.9443 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 0.0402 106.8933
N50 N47 0.1396 406.0394
N51 N14B 0.0311 73.3600
N43 N42 0.0431 104.7998
N37 N30 0.0563 112.3402
N35 N34 0.0203 35.6544
N34 N22 0.0157 35.7517
N31 N30 0.0785 169.1240
N30 N24 0.4315 1173.4697
N30 N36 -0.1347 -409.3807
N28 N27 0.0959 194.6629
N27 N26 0.0376 1.3947
N26 N29 0.0098 31.8376
N29 N30 0.1555 357.9546
N27 N25 0.2548 539.1000
N25 N24 0.2456 538.5037
N24 N22 0.6507 1715.2543
N23 N22 0.1413 306.9004
N21 N17 0.0878 168.3089
N17 N14B -0.0988 -62.8464
N17 N16 1.5053 3689.2878
N16 N15 1.0025 3281.6022
N16 N14A 0.5047 411.2023
N45 N14B 0.2084 258.0915
N45 N15 0.1768 824.7918
N15 N2 1.1688 4111.6442
N13 N14A 0.6259 680.5847
N13 N12 0.6247 682.8911
N12 N11 0.6114 692.0946
N11 N3 0.7220 1094.5764
N9 N8 0.0828 175.9591
N8 N4 0.1587 341.7331
N2 N1 2.5168 6893.8071
N52 N48 0.0750 218.3447
N48 N45 0.1101 318.4503
N42 N50 0.0970 249.1950
N53 N38 0.0477 117.9186
N47 N46 0.2047 590.2276
N46 N45 0.2021 590.8228
N38 N36 0.0762 282.2921
N22 N17 0.8556 2165.9928
N20 N19 0.2193 536.4334
N19 N18 0.4142 960.5017
N18 N17 0.5109 1223.5662
N10 N9 0.0880 175.4495
N7 N6 0.0742 158.9560
N6 N4 0.2943 The text continues on section 5.