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e100y30m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:11.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 8 line(s) and found 5 items(s) from your cfg file.
Input File : C:\XPS\eagill\existing.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\Eagle\Flows.int
Input File to Layer # 2 C:\XPS\Eagle\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
$minlen=10.0 10.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 70
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 69
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 69
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 649
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 44
Number of Storage junctions in Extran (NVSE)........ 0
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 0
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 70
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 70
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
EAGLE DRIVE TEWANTIN
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 9.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 6
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 76.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
2 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N52#1 N52 38.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
4 N52#2 N52 38.000 .22400 9.00 3.000 0.020 0.045 0.000 0.000 0.00
5 N48#1 N48 32.000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
6 N48#2 N48 32.000 .19500 0.00 4.000 0.020 0.045 0.000 0.000 0.00
7 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
8 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
9 N42#1 N42 45.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
10 N42#2 N42 45.000 .28900 0.00 3.000 0.020 0.045 0.000 0.000 0.00
11 N50#1 N50 55.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
12 N50#2 N50 55.000 .30300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
13 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
14 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
15 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
16 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
17 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
18 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N38#1 N38 6.0000 .43000E-01100.00 3.500 0.020 0.045 0.000 0.000 0.00
20 N38#2 N38 35.000 .25000 0.00 3.500 0.020 0.045 0.000 0.000 0.00
21 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
22 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
23 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
24 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
25 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
26 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
27 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
28 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
29 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
30 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
31 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
32 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
33 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
34 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
35 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
36 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
37 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
38 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
39 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
40 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
41 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
42 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
43 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
44 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
45 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
46 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
47 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
50 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
51 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
52 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
53 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
54 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
55 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
56 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
57 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
58 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
59 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
60 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
62 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
63 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
64 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
65 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
66 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
67 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
68 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
69 N51#1 N51 30.000 .10000E-02100.00 3.800 0.020 0.045 0.000 0.000 0.00
70 N51#2 N51 30.000 .14300 0.00 3.800 0.020 0.045 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N54#1 0.0010 2.0000 2.0000
2 N54#2 0.0010 2.0000 2.0000
3 N52#1 0.0010 2.0000 2.0000
4 N52#2 0.0010 2.0000 2.0000
5 N48#1 0.0010 2.0000 2.0000
6 N48#2 0.0010 2.0000 2.0000
7 N43#1 0.0010 2.0000 2.0000
8 N43#2 0.0010 2.0000 2.0000
9 N42#1 0.0010 2.0000 2.0000
10 N42#2 0.0010 2.0000 2.0000
11 N50#1 0.0010 2.0000 2.0000
12 N50#2 0.0010 2.0000 2.0000
13 N47#1 0.0010 2.0000 2.0000
14 N47#2 0.0010 2.0000 2.0000
15 N45#1 0.0010 2.0000 2.0000
16 N45#2 0.0010 2.0000 2.0000
17 N53#1 0.0010 2.0000 2.0000
18 N53#2 0.0010 2.0000 2.0000
19 N38#1 0.0010 2.0000 2.0000
20 N38#2 0.0010 2.0000 2.0000
21 N37#1 0.0010 2.0000 2.0000
22 N37#2 0.0010 2.0000 2.0000
23 N31#1 0.0010 2.0000 2.0000
24 N31#2 0.0010 2.0000 2.0000
25 N28#1 0.0010 2.0000 2.0000
26 N28#2 0.0010 2.0000 2.0000
27 N27#1 0.0010 2.0000 2.0000
28 N27#2 0.0010 2.0000 2.0000
29 N35#1 0.0010 2.0000 2.0000
30 N35#2 0.0010 2.0000 2.0000
31 N23#1 0.0010 2.0000 2.0000
32 N23#2 0.0010 2.0000 2.0000
33 N22#1 0.0010 2.0000 2.0000
34 N22#2 0.0010 2.0000 2.0000
35 N21#1 0.0010 2.0000 2.0000
36 N21#2 0.0010 2.0000 2.0000
37 N20#1 0.0010 2.0000 2.0000
38 N20#2 0.0010 2.0000 2.0000
39 N19#1 0.0010 2.0000 2.0000
40 N19#2 0.0010 2.0000 2.0000
41 N18#1 0.0010 2.0000 2.0000
42 N18#2 0.0010 2.0000 2.0000
43 N17#1 0.0010 2.0000 2.0000
44 N17#2 0.0010 2.0000 2.0000
45 N10#1 0.0010 2.0000 2.0000
46 N10#2 0.0010 2.0000 2.0000
47 N8#1 0.0010 2.0000 2.0000
48 N8#2 0.0010 2.0000 2.0000
49 N7#1 0.0010 2.0000 2.0000
50 N7#2 0.0010 2.0000 2.0000
51 N6#1 0.0010 2.0000 2.0000
52 N6#2 0.0010 2.0000 2.0000
53 N5#1 0.0010 2.0000 2.0000
54 N5#2 0.0010 2.0000 2.0000
55 N4#1 0.0010 2.0000 2.0000
56 N4#2 0.0010 2.0000 2.0000
57 N11#1 0.0010 2.0000 2.0000
58 N11#2 0.0010 2.0000 2.0000
59 N2#1 0.0010 2.0000 2.0000
60 N2#2 0.0010 2.0000 2.0000
61 N26#1 0.0010 2.0000 2.0000
62 N26#2 0.0010 2.0000 2.0000
63 N29#1 0.0010 2.0000 2.0000
64 N29#2 0.0010 2.0000 2.0000
65 N30#1 0.0010 2.0000 2.0000
66 N30#2 0.0010 2.0000 2.0000
67 N36#1 0.0010 2.0000 2.0000
68 N36#2 0.0010 2.0000 2.0000
69 N51#1 0.0010 2.0000 2.0000
70 N51#2 0.0010 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N51#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N51#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 70
Total Tributary Area (hectares). 13.42
Impervious Area (hectares)...... 5.76
Pervious Area (hectares)........ 7.66
Total Width (hectares).......... 2029.70
Percent Imperviousness.......... 42.92
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N54 No Tributary Channel/Pipes
Tributary Subareas........ N54#1 N54#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N48 No Tributary Channel/Pipes
Tributary Subareas........ N48#1 N48#2
N43 No Tributary Channel/Pipes
Tributary Subareas........ N43#1 N43#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N50 No Tributary Channel/Pipes
Tributary Subareas........ N50#1 N50#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N53 No Tributary Channel/Pipes
Tributary Subareas........ N53#1 N53#2
N38 No Tributary Channel/Pipes
Tributary Subareas........ N38#1 N38#2
N37 No Tributary Channel/Pipes
Tributary Subareas........ N37#1 N37#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N27 No Tributary Channel/Pipes
Tributary Subareas........ N27#1 N27#2
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#2
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
N10 No Tributary Channel/Pipes
Tributary Subareas........ N10#1 N10#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N7 No Tributary Channel/Pipes
Tributary Subareas........ N7#1 N7#2
N6 No Tributary Channel/Pipes
Tributary Subareas........ N6#1 N6#2
N5 No Tributary Channel/Pipes
Tributary Subareas........ N5#1 N5#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N26 No Tributary Channel/Pipes
Tributary Subareas........ N26#1 N26#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N51 No Tributary Channel/Pipes
Tributary Subareas........ N51#1 N51#2
***********************************************************
* Hydrographs will be stored for the following 35 INLETS *
***********************************************************
N54 N52 N48 N43 N42 N50
N47 N45 N53 N38 N37 N31
N28 N27 N35 N23 N22 N21
N20 N19 N18 N17 N10 N8
N7 N6 N5 N4 N11 N2
N26 N29 N30 N36 N51
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 540
Final Julian Date = 1903001
Final time of day = 32400. seconds.
Final time of day = 9.00 hours.
Final running time = 9.0000 hours.
Final running time = 0.3750 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N54#1 1808 540 N54#2 1780 540 N52#1 2060 540
N52#2 3756 1080 N48#1 2068 540 N48#2 1784 540
N43#1 1788 540 N43#2 1784 540 N42#1 2068 540
N42#2 1780 540 N50#1 2068 540 N50#2 1784 540
N47#1 1808 540 N47#2 3576 1080 N45#1 1812 540
N45#2 3580 1080 N53#1 1724 540 N53#2 1784 540
N38#1 1796 540 N38#2 1780 540 N37#1 1796 540
N37#2 3596 1080 N31#1 1796 540 N31#2 3596 1080
N28#1 1796 540 N28#2 3596 1080 N27#1 1788 540
N27#2 3572 1080 N35#1 1804 540 N35#2 1808 540
N23#1 1792 540 N23#2 3604 1080 N22#1 1792 540
N22#2 1788 540 N21#1 1788 540 N21#2 3592 1080
N20#1 1768 540 N20#2 1724 540 N19#1 1800 540
N19#2 3564 1080 N18#1 1784 540 N18#2 3576 1080
N17#1 1800 540 N17#2 3672 1080 N10#1 1796 540
N10#2 1780 540 N8#1 1792 540 N8#2 1776 540
N7#1 1792 540 N7#2 1776 540 N6#1 1780 540
N6#2 1760 540 N5#1 1792 540 N5#2 1780 540
N4#1 1792 540 N4#2 1776 540 N11#1 1760 540
N11#2 3620 1080 N2#1 1788 540 N2#2 3580 1080
N26#1 1788 540 N26#2 1768 540 N29#1 1800 540
N29#2 3576 1080 N30#1 1800 540 N30#2 3600 1080
N36#1 1796 540 N36#2 3596 1080 N51#1 2060 540
N51#2 1788 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 76.0000 mm
Total rainfall read for gage # 1 is 30.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.019692E+04 76.000
Total Infiltration 7.410227E+01 0.552
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.013260E+04 75.521
Total Water remaining in Surface Storage 3.415738E+00 0.025
Infiltration over the Pervious Area... 7.410227E+01 0.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.021011E+04 76.098
Total Precipitation + Initial Storage. 1.019692E+04 76.000
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.1294
****************************************************
* 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.............. 1.013260E+04 75.521
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.................. 1.009827E+04 75.265
Initial Storage + Inflow.................... 1.013260E+04 75.521
Final Storage + Outflow + Diverted GW....... 1.009827E+04 75.265
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.3399
##################################################
# 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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.09319 0.00000 75.10175 0.00000 75.10288
Total Losses (mm)...... 0.00000 0.88597 0.00000 0.88085 0.00000 0.88014
Remaining Depth (mm)... 0.00000 0.02084 0.00000 0.01740 0.00000 0.01698
Peak Runoff Rate (cms). 0.00000 0.15384 0.00000 0.14910 0.00000 0.14277
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.22580 0.00000 76.01578 76.31630 76.00844 0.00000
Peak Runoff Rate (cms). 0.00076 0.00000 0.00076 0.01532 0.00076 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.22580 0.00000 76.01578 76.31630 76.00844 0.00000
Peak Runoff Rate (cms). 0.00076 0.00002 0.00076 0.01532 0.00076 0.00002
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) 76.22580 75.09319 76.01578 75.21106 76.00844 75.10288
Peak Runoff Rate (cms). 0.00076 0.15384 0.00076 0.16443 0.00076 0.14277
Unit Runoff (mm/hr).... 275.84380 263.41585 275.87945 266.46036 275.87946 265.78204
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.10883 0.00000 75.08894 0.00000 75.09990
Total Losses (mm)...... 0.00000 0.87625 0.00000 0.88833 0.00000 0.88200
Remaining Depth (mm)... 0.00000 0.01492 0.00000 0.02273 0.00000 0.01810
Peak Runoff Rate (cms). 0.00000 0.15300 0.00000 0.20878 0.00000 0.22128
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.08306 0.00000 76.01727 0.00000 76.03640 0.00000
Peak Runoff Rate (cms). 0.00074 0.00000 0.00076 0.00000 0.00076 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.08306 0.00000 76.01727 0.00000 76.03640 0.00000
Peak Runoff Rate (cms). 0.00074 0.00002 0.00076 0.00002 0.00076 0.00002
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) 76.08306 75.10883 76.01727 75.08894 76.03640 75.09990
Peak Runoff Rate (cms). 0.00074 0.15300 0.00076 0.20878 0.00076 0.22128
Unit Runoff (mm/hr).... 270.13859 267.02212 276.05765 262.24134 276.48153 265.10043
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.05302 0.00000 75.06269 0.00000 75.10716
Total Losses (mm)...... 0.00000 0.90392 0.00000 0.90041 0.00000 0.87736
Remaining Depth (mm)... 0.00000 0.04306 0.00000 0.03690 0.00000 0.01548
Peak Runoff Rate (cms). 0.00000 0.18610 0.00000 0.17402 0.00000 0.17118
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.25345 76.20361 76.26418 76.21380 75.87613 0.00000
Peak Runoff Rate (cms). 0.02736 0.04513 0.02508 0.04158 0.00054 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.25345 76.20361 76.26418 76.21380 75.87613 0.00000
Peak Runoff Rate (cms). 0.02736 0.04513 0.02508 0.04158 0.00054 0.00002
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) 76.25345 75.26012 76.26418 75.26989 75.87613 75.10716
Peak Runoff Rate (cms). 0.02736 0.23123 0.02508 0.21560 0.00054 0.17118
Unit Runoff (mm/hr).... 275.87027 254.35458 275.87448 257.44530 197.23866 266.69067
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.08677 0.00000 75.11556 0.00000 75.11869
Total Losses (mm)...... 0.00000 0.88949 0.00000 0.87157 0.00000 0.86931
Remaining Depth (mm)... 0.00000 0.02374 0.00000 0.01287 0.00000 0.01200
Peak Runoff Rate (cms). 0.00000 0.18017 0.00000 0.06724 0.00000 0.10209
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.11100 0.00000 76.11818 76.21783 76.11813 76.22247
Peak Runoff Rate (cms). 0.03239 0.00000 0.06792 0.02963 0.09961 0.04491
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.11100 0.00000 76.11818 76.21783 76.11813 76.22247
Peak Runoff Rate (cms). 0.03239 0.00092 0.06792 0.02963 0.09961 0.04491
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) 76.11100 75.08677 76.11818 75.44624 76.11813 75.44982
Peak Runoff Rate (cms). 0.03239 0.18017 0.06792 0.09688 0.09961 0.14700
Unit Runoff (mm/hr).... 273.44577 261.61226 273.94618 270.51241 273.94287 270.86454
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.11461 0.00000 75.06685 0.00000 75.23572
Total Losses (mm)...... 0.00000 0.87225 0.00000 0.89876 0.00000 0.76296
Remaining Depth (mm)... 0.00000 0.01314 0.00000 0.03439 0.00000 0.00133
Peak Runoff Rate (cms). 0.00000 0.12573 0.00000 0.21229 0.00000 0.01584
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.11877 76.24159 76.09164 76.13838 76.19911 0.00000
Peak Runoff Rate (cms). 0.11472 0.04313 0.15628 0.12324 0.03798 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.11877 76.24159 76.09164 76.13838 76.19911 0.00000
Peak Runoff Rate (cms). 0.11472 0.04313 0.15628 0.12324 0.03798 0.00108
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) 76.11877 75.39635 76.09164 75.44188 76.19911 75.23572
Peak Runoff Rate (cms). 0.11472 0.16885 0.15628 0.33554 0.03798 0.01584
Unit Runoff (mm/hr).... 273.98252 270.02169 271.43269 261.93666 275.76959 273.77279
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.16857 0.00000 75.11206 0.00000 75.12993
Total Losses (mm)...... 0.00000 0.82724 0.00000 0.87404 0.00000 0.86071
Remaining Depth (mm)... 0.00000 0.00419 0.00000 0.01390 0.00000 0.00936
Peak Runoff Rate (cms). 0.00000 0.19988 0.00000 0.15704 0.00000 0.11054
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.10032 76.18941 76.09276 0.00000 76.08306 76.14278
Peak Runoff Rate (cms). 0.00075 0.24689 0.00075 0.00000 0.00074 0.13751
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.10032 76.18941 76.09276 0.00000 76.08306 76.14278
Peak Runoff Rate (cms). 0.00075 0.24689 0.00075 0.00002 0.00074 0.13751
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) 76.10032 75.73003 76.09276 75.11206 76.08306 75.68700
Peak Runoff Rate (cms). 0.00075 0.44677 0.00075 0.15704 0.00074 0.24805
Unit Runoff (mm/hr).... 272.47322 274.41376 271.58168 267.62862 270.13859 272.86152
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 74.92680 0.00000 75.04034 0.00000 75.04159
Total Losses (mm)...... 0.00000 0.92728 0.00000 0.90792 0.00000 0.90755
Remaining Depth (mm)... 0.00000 0.14591 0.00000 0.05175 0.00000 0.05086
Peak Runoff Rate (cms). 0.00000 0.17335 0.00000 0.30952 0.00000 0.26121
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.01993 0.00000 76.13912 76.11784 76.07505 76.26013
Peak Runoff Rate (cms). 0.50460 0.00000 0.09391 0.18673 0.06661 0.03268
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.01993 0.00000 76.13912 76.11784 76.07505 76.26013
Peak Runoff Rate (cms). 0.50460 0.01429 0.09391 0.18673 0.06661 0.03268
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) 76.01993 74.92680 76.13912 75.41746 76.07505 75.16344
Peak Runoff Rate (cms). 0.50460 0.17335 0.09391 0.49625 0.06661 0.29389
Unit Runoff (mm/hr).... 251.26475 201.04133 274.91005 254.79466 268.65738 248.09688
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.08539 0.00000 75.08586 0.00000 75.07368
Total Losses (mm)...... 0.00000 0.89021 0.00000 0.88997 0.00000 0.89584
Remaining Depth (mm)... 0.00000 0.02440 0.00000 0.02418 0.00000 0.03047
Peak Runoff Rate (cms). 0.00000 0.07124 0.00000 0.07919 0.00000 0.07091
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.14632 76.30103 76.11105 0.00000 76.10224 0.00000
Peak Runoff Rate (cms). 0.02046 0.00836 0.17326 0.00000 0.16525 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.14632 76.30103 76.11105 0.00000 76.10224 0.00000
Peak Runoff Rate (cms). 0.02046 0.00836 0.17326 0.00491 0.16525 0.00468
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) 76.14632 75.20695 76.11105 75.08586 76.10224 75.07368
Peak Runoff Rate (cms). 0.02046 0.07960 0.17326 0.07919 0.16525 0.07091
Unit Runoff (mm/hr).... 275.11989 262.66889 273.44963 261.34084 272.67100 257.40406
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.07499 0.00000 75.01414 0.00000 75.08191
Total Losses (mm)...... 0.00000 0.89526 0.00000 0.91447 0.00000 0.89197
Remaining Depth (mm)... 0.00000 0.02975 0.00000 0.07139 0.00000 0.02612
Peak Runoff Rate (cms). 0.00000 0.06961 0.00000 0.18983 0.00000 0.07381
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.09972 0.00000 76.05817 0.00000 76.10686 0.00000
Peak Runoff Rate (cms). 0.15759 0.00000 0.50075 0.00000 0.16928 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.09972 0.00000 76.05817 0.00000 76.10686 0.00000
Peak Runoff Rate (cms). 0.15759 0.00446 0.50075 0.01418 0.16928 0.00479
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) 76.09972 75.07499 76.05817 75.01414 76.10686 75.08191
Peak Runoff Rate (cms). 0.15759 0.06961 0.50075 0.18983 0.16928 0.07381
Unit Runoff (mm/hr).... 272.40832 257.85342 264.58833 233.59091 273.10410 260.12799
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.07320 0.00000 75.04659 0.00000 75.05283
Total Losses (mm)...... 0.00000 0.89606 0.00000 0.90603 0.00000 0.90399
Remaining Depth (mm)... 0.00000 0.03074 0.00000 0.04739 0.00000 0.04318
Peak Runoff Rate (cms). 0.00000 0.13748 0.00000 0.50217 0.00000 0.20420
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.09903 0.00000 75.98091 76.28665 76.08306 76.27079
Peak Runoff Rate (cms). 0.34060 0.00000 0.00065 0.04876 0.00074 0.02508
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.09903 0.00000 75.98091 76.28665 76.08306 76.27079
Peak Runoff Rate (cms). 0.34060 0.00964 0.00065 0.04876 0.00074 0.02508
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) 76.09903 75.07320 75.98091 75.14579 76.08306 75.17463
Peak Runoff Rate (cms). 0.34060 0.13748 0.00065 0.55093 0.00074 0.22928
Unit Runoff (mm/hr).... 272.33412 257.23659 235.17206 249.36512 270.13859 252.20540
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).... 76.00000 76.00000 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.05084 0.00000 75.08351 0.00000 75.13330
Total Losses (mm)...... 0.00000 0.90465 0.00000 0.89117 0.00000 0.85800
Remaining Depth (mm)... 0.00000 0.04451 0.00000 0.02532 0.00000 0.00869
Peak Runoff Rate (cms). 0.00000 0.02399 0.00000 0.20821 0.00000 0.08108
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.08334 0.00000 76.13430 76.13151 76.14517 76.25888
Peak Runoff Rate (cms). 0.01712 0.00000 0.09990 0.15888 0.06972 0.03057
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.08334 0.00000 76.13430 76.13151 76.14517 76.25888
Peak Runoff Rate (cms). 0.01712 0.00048 0.09990 0.15888 0.06972 0.03057
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) 76.08334 75.05084 76.13430 75.52367 76.14517 75.43721
Peak Runoff Rate (cms). 0.01712 0.02399 0.09990 0.36709 0.06972 0.11165
Unit Runoff (mm/hr).... 270.18471 248.77916 274.74039 266.50788 275.08950 272.01148
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).... 76.00000 76.00000 76.00000 76.00000
Max Intensity (mm/hr).. 273.60000 273.60000 273.60000 273.60000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.11229 0.00000 75.11779
Total Losses (mm)...... 0.00000 0.87388 0.00000 0.86997
Remaining Depth (mm)... 0.00000 0.01383 0.00000 0.01225
Peak Runoff Rate (cms). 0.00000 0.09151 0.00000 0.10581
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.12015 76.22767 76.01327 0.00000
Peak Runoff Rate (cms). 0.07927 0.03488 0.00076 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.12015 76.22767 76.01327 0.00000
Peak Runoff Rate (cms). 0.07927 0.03488 0.00076 0.00002
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) 76.12015 75.41344 76.01327 75.11779
Peak Runoff Rate (cms). 0.07927 0.12639 0.00076 0.10581
Unit Runoff (mm/hr).... 274.06578 269.87696 275.87946 268.59339
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
400.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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320.000 = =
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| ########### |
| # # |
| # # |
| # # |
240.000 = # # =
| # # |
| # # |
RAINFALL | ############ # |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
| # # |
160.000 = # # =
| # # |
########### # |
# # |
# # |
# # |
# # ########### |
# # # # |
# # # # |
# ############ # |
80.000 # # =
# ############ |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|==#======|=========|=========|=========|
0.0 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.7 0.8
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE TEWANTIN
EXISTING CASE - 1 YEAR -
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 66.0 meters. Maximum Elevation : 8.59 meters.
Main Channel Length : 66.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 66.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 55.0 meters. Maximum Elevation : 8.19 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 7.62 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 15.0 Max Topwidth : 39.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 4.02E+01 m
" " : 0.045 Beyond Station 25.0 Max left bank area : 2.83 m^2
Max right bank area : 2.83 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.90 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 5248
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 5.72 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 10.0 Max Topwidth : 29.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.02E+01 m
" " : 0.045 Beyond Station 20.0 Max left bank area : 1.88 m^2
Max right bank area : 1.88 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4845
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4250
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 9.52 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 20.0 Max Topwidth : 49.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 5.02E+01 m
" " : 0.045 Beyond Station 30.0 Max left bank area : 3.78 m^2
Max right bank area : 3.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5338
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 78.0 meters. Maximum Elevation : 7.69 meters.
Main Channel Length : 78.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 78.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3851
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 42.0 meters. Maximum Elevation : 5.69 meters.
Main Channel Length : 42.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 42.0 meters. Maximum Section Area : 3.82 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 5.0 Max Topwidth : 19.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.02E+01 m
" " : 0.045 Beyond Station 15.0 Max left bank area : 0.93 m^2
Max right bank area : 0.93 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 20.0 meters. Maximum Elevation : 6.17 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 14.87 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.86 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 5.01 m^2
Max right bank area : 5.55 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.30 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14a14bo
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 66.0000 Natural 6.6692 0.0450 34.8760 0.2000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 4342 55.0000 Natural 7.6192 0.0450 39.8760 0.2000
5 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
6 3534 10.0000 Natural 3.9400 0.0350 9.9000 0.4000
7 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
8 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
9 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
10 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
11 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
12 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
13 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
14 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
15 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
16 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
17 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
18 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
19 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
20 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
21 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
22 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
23 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
24 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
25 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
26 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
27 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
28 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
29 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
30 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
31 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
32 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
33 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
34 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
35 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
36 5248 58.0000 Natural 5.7192 0.0450 29.8760 0.2000
37 4845 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
38 4250 58.0000 Natural 9.5192 0.0450 49.8760 0.2000
39 5338 78.0000 Natural 6.6692 0.0450 34.8760 0.2000
40 3851 42.0000 Natural 3.8192 0.0450 19.8760 0.2000
41 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
42 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
43 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
44 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
45 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
46 3635o 20.0000 Natural 14.8725 0.0350 41.8623 0.4000
47 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
48 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
49 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
50 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
51 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
52 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
53 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
54 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
55 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
56 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
57 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
58 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
59 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
60 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
61 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
62 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
63 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
64 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
65 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
66 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
67 14a14bo 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
68 14a14bu 10.0000 Circular 0.0707 0.0130 0.3000 0.3000
Total length of all conduits .... 2717.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5453 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4342 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5248 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4250 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5338 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14a14bu 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.10
5047 0.15
5114b 0.14
4342 0.12
3736 0.17
3534 0.99
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5248 0.12
4845 0.12
4250 0.12
5338 0.09
3851 0.16
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
3836o 0.19
3635o 0.47
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14a14bo 0.98
14a14bu 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.2518E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.1000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.7000 8.5000 0.0000 0.0000 100.0000
3 N52 10.0000 7.2000 7.0000 0.0000 0.0000 100.0000
4 N38 10.0000 6.4000 5.0000 0.0000 0.0000 100.0000
5 N51 10.0000 5.0000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
7 N50 10.0000 5.9000 4.7000 0.0000 0.0000 100.0000
8 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
9 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
10 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
11 N43 10.0000 9.4000 9.2000 0.0000 0.0000 100.0000
12 N42 10.0000 7.5000 7.3000 0.0000 0.0000 100.0000
13 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
14 N36 10.0000 6.1700 4.4700 0.0000 0.0000 100.0000
15 N35 10.0000 5.6000 3.2000 0.0000 0.0000 100.0000
16 N34 10.0000 4.5000 4.1000 0.0000 0.0000 100.0000
17 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
18 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
19 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
20 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
21 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
22 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
23 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
24 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
25 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
26 N22 10.0000 3.9000 1.8600 0.0000 0.0000 100.0000
27 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
28 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
29 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
30 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
31 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
32 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
33 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
34 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
35 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
36 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
37 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
38 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
39 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
40 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
41 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
42 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
43 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
44 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
45 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
46 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
47 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
48 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160933.7350 21464.0650 No Ponding Normal 0 0.0000
2 N53 -161132.8250 14803.0350 No Ponding Normal 0 0.0000
3 N52 -168049.5300 21557.1050 No Ponding Normal 0 0.0000
4 N38 -171342.0350 13776.1850 No Ponding Normal 0 0.0000
5 N51 -183391.7200 13671.2150 No Ponding Normal 0 0.0000
6 N48 -176025.4150 19815.8450 No Ponding Normal 0 0.0000
7 N50 -177291.3350 28776.7250 No Ponding Normal 0 0.0000
8 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
9 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
10 N45 -183781.4150 18191.7850 No Ponding Normal 0 0.0000
11 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
12 N42 -168854.7100 30176.4750 No Ponding Normal 0 0.0000
13 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
14 N36 -171002.6100 8477.4020 No Ponding Normal 0 0.0000
15 N35 -176413.7050 7885.9300 No Ponding Normal 0 0.0000
16 N34 -180869.7350 7741.9235 No Ponding Normal 0 0.0000
17 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
18 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
19 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
20 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
21 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
22 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
23 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
24 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
25 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
26 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
27 N21 -185150.2150 10420.6175 No Ponding Normal 0 0.0000
28 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
29 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
30 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
31 N17 -189367.5450 11390.8700 No Ponding Normal 0 0.0000
32 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
33 N15 -194635.3350 18302.1200 No Ponding Normal 0 0.0000
34 N14B -191784.3100 13315.6200 No Ponding Normal 0 0.0000
35 N14A -195516.3200 13900.7250 No Ponding Normal 0 0.0000
36 N13 -199544.1450 14155.5750 No Ponding Normal 0 0.0000
37 N12 -202640.9100 14379.8100 No Ponding Normal 0 0.0000
38 N11 -207024.4300 14873.4250 No Ponding Normal 0 0.0000
39 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
40 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
41 N8 -207636.5450 6126.5595 No Ponding Normal 0 0.0000
42 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
43 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
44 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
45 N4 -211049.3300 11314.7800 No Ponding Normal 0 0.0000
46 N3 -210711.3350 16862.2550 No Ponding Normal 0 0.0000
47 N2 -213577.0250 20559.9200 No Ponding Normal 0 0.0000
48 N1 -214633.7250 25034.5200 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N52 8.9000 7.0000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 5114b N51 N14B 4.8000 3.0000 No Design
4 4342 N43 N42 9.2000 7.3000 No Design
5 3736 N37 N30 7.0000 5.5200 No Design
6 3534 N35 N34 4.2000 4.1000 No Design
7 3422 N34 N22 4.1000 3.4000 No Design
8 3130 N31 N30 7.5000 5.7000 No Design
9 3024 N30 N24 4.2000 2.8600 No Design
10 3036 N30 N36 5.6200 5.5200 No Design
11 2827 N28 N27 8.3000 6.7000 No Design
12 2726 N27 N26 6.7000 6.5000 No Design
13 2629 N26 N29 6.5000 6.4000 No Design
14 2930 N29 N30 6.4000 5.6200 No Design
15 2725 N27 N25 5.3500 4.8700 No Design
16 2524 N25 N24 4.8700 2.8600 No Design
17 2422 N24 N22 2.5900 1.8600 No Design
18 L575 N23 N22 4.7000 3.4000 No Design
19 2117 N21 N17 3.0000 2.9500 No Design
20 1714B N17 N14B 2.8500 2.8000 No Design
21 1716 N17 N16 1.7500 1.3500 No Design
22 1615 N16 N15 1.3400 1.2100 No Design
23 1614A N16 N14A 1.6500 1.6000 No Design
24 4514B N45 N14B 3.5000 2.8500 No Design
25 4515 N45 N15 2.5000 1.2100 No Design
26 1502 N15 N2 1.2100 1.0500 No Design
27 14A13 N13 N14A 1.8600 1.6000 No Design
28 1312 N13 N12 1.8600 1.6800 No Design
29 1211 N12 N11 1.6800 1.3400 No Design
30 1103 N11 N3 1.3400 1.1000 No Design
31 0912 N9 N12 3.5000 2.0000 No Design
32 0908 N9 N8 2.5000 2.0000 No Design
33 0811 N8 N11 3.0000 2.0000 No Design
34 0804 N8 N4 2.0000 1.7000 No Design
35 0201 N2 N1 1.0500 0.9300 No Design
36 5248 N52 N48 7.0000 4.8000 No Design
37 4845 N48 N45 4.6000 3.5000 No Design
38 4250 N42 N50 7.3000 5.7000 No Design
39 5338 N53 N38 8.5000 6.0000 No Design
40 3851 N38 N51 6.1500 4.8000 No Design
41 4746o N47 N46 4.6000 4.0000 No Design
42 4746u N47 N46 3.6000 3.0000 No Design
43 4645o N46 N45 4.0000 3.5000 No Design
44 4645u N46 N45 3.0000 2.5000 No Design
45 3836o N38 N36 6.0000 5.5200 No Design
46 3635o N36 N35 5.7700 5.2000 No Design
47 2217o N22 N17 3.4000 2.9500 No Design
48 2217u N22 N17 1.8600 1.7500 No Design
49 2019o N20 N19 7.0000 6.0000 No Design
50 2019u N20 N19 6.0000 4.5000 No Design
51 1918o N19 N18 6.0000 3.0000 No Design
52 1918u N19 N18 4.5000 1.9000 No Design
53 1817o N18 N17 3.0000 2.9500 No Design
54 1817u N18 N17 1.9000 1.7500 No Design
55 1009o N10 N9 4.6000 3.5000 No Design
56 1009u N10 N9 3.6000 2.5000 No Design
57 0706o N7 N6 5.0000 4.5000 No Design
58 0706u N7 N6 4.0000 3.5000 No Design
59 0604o N6 N4 4.5000 2.8000 No Design
60 0604u N6 N4 3.5000 1.7000 No Design
61 0504o N5 N4 4.3000 2.8000 No Design
62 0504u N5 N4 3.3000 1.7000 No Design
63 0403o N4 N3 2.8000 2.0000 No Design
64 0403u N4 N3 1.7000 1.1000 No Design
65 0302o N3 N2 1.8200 1.8100 No Design
66 0302u N3 N2 1.1000 1.0500 No Design
67 14a14bo N14B N14A 2.9900 2.5000 No Design
68 14a14bu N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE TEWANTIN
EXISTING CASE
Title from immediately preceding computational layer
EAGLE DRIVE TEWANTIN
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 35
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.15
#################################################
# Element numbers of interface inlet locations: #
#################################################
N54 N52 N48 N43 N42 N50 N47
N45 N53 N38 N37 N31 N28 N27
N35 N23 N22 N21 N20 N19 N18
N17 N10 N8 N7 N6 N5 N4
N11 N2 N26 N29 N30 N36 N51
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file Section 3
was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 8.2971 0.0288
5047 2.8812 0.0234
5114b 3.5733 0.0360
4342 10.3858 0.0345
3736 14.9983 0.0296
3534 5.8173 0.0100
3422 6.0122 0.0175
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
5248 8.1651 0.0379
4845 2.5500 0.0183
4250 11.5986 0.0276
5338 8.7547 0.0321
3851 5.0145 0.0321
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
3836o 9.9729 0.0120
3635o 35.6736 0.0285
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14a14bo 75.9084 0.0490
14a14bu 0.1368 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 8.50 N52/ 0.00 / 7.00
N38/ 0.00 / 5.00 N51/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50/ 0.00 / 4.70 N47/ 0.00 / 3.60 N46/ 0.00 / 3.00
N45/ 0.00 / 2.50 N43/ 0.00 / 9.20 N42/ 0.00 / 7.30
N37/ 0.00 / 7.00 N36/ 0.00 / 4.47 N35/ 0.00 / 3.20
N34/ 0.00 / 4.10 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.00/ 7.00 5047/ 3.60/ 3.60 5114b/ 1.80/ 1.80
4342/ 7.30/ 7.30 3736/ 4.20/ 4.20 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 5248/ 3.60/ 3.60
4845/ 2.50/ 2.50 4250/ 4.70/ 4.70 5338/ 5.00/ 5.00
3851/ 3.80/ 3.80 4746o/ 3.00/ 3.00 4746u/ 3.00/ 3.00
4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50 3836o/ 4.47/ 4.47
3635o/ 3.20/ 3.20 2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75
2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90
1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75
1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50
0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70
0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10
0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 34.2227 50.0000 20.0000
N53 26.1415 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 1.2004 3.0011 20.0000
N51 1.6176 4.0441 60.0000
N48 1.4929 3.7323 5.0000
N50 1.2764 3.1910 0.0000
N47 0.7658 1.9146 315.0000
N46 0.8291 2.0728 50.0000
N45 1.0538 2.6345 18750.0000
N43 28.6987 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 15.1009 37.7523 0.0000
N36 0.9705 2.4262 10.0000
N35 1.5143 3.7857 20.0000
N34 50.0000 50.0000 0.0000
N31 10.2584 25.6461 0.0000
N30 0.1434 0.3584 70.0000
N29 32.6577 50.0000 0.0000
N28 9.1111 22.7777 0.0000
N27 1.7687 4.4218 240.0000
N26 36.2822 50.0000 0.0000
N25 2.1937 5.4844 5.0000
N24 1.0202 2.5504 10.0000
N23 3.9591 9.8978 5.0000
N22 1.2140 3.0349 110.0000
N21 0.8895 2.2237 65.0000
N20 0.6183 1.5459 305.0000
N19 0.4290 1.0724 515.0000
N18 1.0965 2.7413 15.0000
N17 2.0171 5.0427 20.0000
N16 2.1727 5.4318 10.0000
N15 5.7561 14.3904 0.0000
N14B 0.3575 0.8936 285.0000
N14A 5.1952 12.9881 0.0000
N13 9.2320 23.0800 0.0000
N12 19.0978 47.7444 0.0000
N11 11.5574 28.8935 0.0000
N10 1.0669 2.6672 185.0000
N9 1.0641 2.6601 95.0000
N8 1.0428 2.6069 10.0000
N7 0.9060 2.2650 260.0000
N6 0.7829 1.9571 10.0000
N5 1.7887 4.4718 70.0000
N4 0.8555 2.1387 65.0000
N3 21.0713 50.0000 0.0000
N2 20.9869 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 2.7500 -0.0009 0.0355 Normal Soln
5047 32.0399 32.0399 50.0000 0.0000 0.0023 0.3264 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 -0.0026 0.0635 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 -0.0011 0.0290 Normal Soln
3736 35.0886 35.0886 50.0000 0.0000 -0.0021 0.0221 Normal Soln
3534 4.5632 4.5632 11.2854 0.0000 0.0166 0.5237 Normal Soln
3422 18.5057 18.5057 50.0000 0.0000 0.0219 0.5043 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 -0.0039 0.0436 Normal Soln
3024 7.3550 7.3550 17.2168 0.0000 -0.0180 2.2869 Normal Soln
3036 10.8619 10.8619 44.6269 0.0000 0.0172 0.5097 Normal Soln
2827 28.4767 28.4767 45.4949 0.0000 0.0034 0.0364 Normal Soln
2726 7.3845 7.3845 43.2748 0.0000 -0.0102 0.0644 Normal Soln
2629 31.0088 31.0088 50.0000 0.0000 -0.0036 0.4619 Normal Soln
2930 27.0504 27.0504 49.5219 0.0000 -0.0068 0.1725 Normal Soln
2725 4.9640 4.9640 12.4881 0.0000 0.0049 2.4051 Normal Soln
2524 14.4293 14.4293 32.7118 0.0000 0.0064 2.1022 Normal Soln
2422 6.2675 6.2675 16.7213 0.0000 -0.0352 2.1386 Normal Soln
L575 44.1404 44.1404 50.0000 0.0000 -0.0064 0.2324 Normal Soln
2117 6.8593 6.8593 21.3101 0.0000 -0.0051 0.0718 Normal Soln
1714B 15.3656 15.3656 50.0000 0.0000 0.0487 0.6344 Normal Soln
1716 4.6220 4.6220 12.6464 0.0000 0.0904 1.5462 Normal Soln
1615 3.9192 3.9192 9.8595 0.0000 0.0453 3.6195 Normal Soln
1614A 1.7717 1.7717 5.2281 31.4167 -0.0216 3.5352 Normal Soln
4514B 15.1142 15.1142 25.3459 0.0000 0.0283 0.0888 Normal Soln
4515 5.6930 5.6930 13.1407 0.0000 0.0101 2.1606 Normal Soln
1502 15.1353 15.1353 33.2330 0.0000 0.0273 4.7946 Normal Soln
14A13 3.8536 3.8536 16.0560 0.0000 -0.0252 0.4587 Normal Soln
1312 6.2037 6.2037 24.4042 0.0000 0.0293 0.4759 Normal Soln
1211 14.4580 14.4580 50.0000 0.0000 0.0200 0.3204 Normal Soln
1103 15.7392 15.7392 50.0000 0.0000 0.0184 0.2172 Normal Soln
0912 28.6072 28.6072 50.0000 0.0000 -0.0026 0.0292 Normal Soln
0908 11.3707 11.3707 41.8305 0.0000 0.0037 2.0813 Normal Soln
0811 32.5062 32.5062 50.0000 0.0000 0.0076 0.0755 Normal Soln
0804 10.8010 10.8010 33.8144 0.0000 0.0044 2.9586 Normal Soln
0201 3.0590 3.0590 7.3188 317.2500 -0.2116 0.1010 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0014 0.0704 Normal Soln
4845 43.7876 43.7876 50.0000 0.0000 0.0042 0.2895 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0015 0.0562 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0011 0.0369 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 13.8600 13.8600 23.9001 0.0000 0.0049 0.0548 Normal Soln
4746u 5.2906 5.2906 17.6384 0.0000 -0.0039 1.8268 Normal Soln
4645o 24.2370 24.2370 50.0000 0.0000 0.0052 0.0597 Normal Soln
4645u 6.9557 6.9557 23.9831 0.0000 0.0058 2.7720 Normal Soln
3836o 30.2092 30.2092 50.0000 0.0000 0.0019 0.0477 Normal Soln
3635o 14.3380 14.3380 29.5803 0.0000 0.0211 0.0841 Normal Soln
2217o 17.9260 17.9260 33.7751 0.0000 0.0147 0.2039 Normal Soln
2217u 5.5276 5.5276 14.9769 0.0000 -0.0490 4.2845 Normal Soln
2019o 21.6226 21.6226 39.0219 0.0000 -0.0067 0.0630 Normal Soln
2019u 5.1354 5.1354 11.3929 0.0000 0.0166 1.6687 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0059 0.0343 Normal Soln
1918u 15.8518 15.8518 36.8326 0.0000 -0.0145 2.0758 Normal Soln
1817o 14.3440 14.3440 37.9157 0.0000 0.0082 0.2384 Normal Soln
1817u 4.0053 4.0053 10.0772 0.0000 0.0184 3.3713 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 -0.0028 0.0158 Normal Soln
1009u 10.3590 10.3590 30.3277 0.0000 -0.0027 1.7578 Normal Soln
0706o 28.1026 28.1026 50.0000 0.0000 0.0063 0.0402 Normal Soln
0706u 6.7711 6.7711 24.2755 0.0000 0.0025 2.0000 Normal Soln
0604o 29.1660 29.1660 48.3543 0.0000 -0.0085 0.1318 Normal Soln
0604u 9.6892 9.6892 20.7615 0.0000 0.0089 2.2247 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0110 0.0295 Normal Soln
0504u 12.3739 12.3739 33.4162 0.0000 0.0049 1.9822 Normal Soln
0403o 12.1652 12.1652 25.4754 0.0000 -0.0070 0.1280 Normal Soln
0403u 3.2472 3.2472 6.9688 0.4167 0.0193 1.2514 Normal Soln
0302o 5.5174 5.5174 15.0613 0.0000 0.0164 2.0815 Normal Soln
0302u 2.7278 2.7278 11.9033 0.0000 -0.0074 0.6860 Normal Soln
14a14bo 5.8198 5.8198 25.2742 0.0000 0.0313 0.0818 Normal Soln
14a14bu 1.8697 1.8697 4.9416 8.1667 -0.0100 3.2881 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...................................0201
*==================================================*
| 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/ 0.01 / 1.35/ N15/ 0.03 / 1.24/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.01 / 1.06/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00*/
1918u/ 0.00*/ 1817o/ 0.00 / 1817u/ 0.00*/
1009o/ 0.00*/ 1009u/ 0.00*/ 0706o/ 0.00*/
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00*/ 0504u/ 0.00*/ 0403o/ 0.00*/
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.00 / 5047/ 0.01 / 5114b/ 0.01 /
4342/ 0.00 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.42 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.15 /
2524/ 0.18 / 2422/ 0.25 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.33 /
1615/ 0.19 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.20 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.06 / 0201/ 0.09 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.17 /
4645o/ 0.00 / 4645u/ 0.10 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.20 /
2019o/ 0.00 / 2019u/ 0.30 / 1918o/ 0.00 /
1918u/ 0.20 / 1817o/ 0.00 / 1817u/ 0.15 /
1009o/ 0.00 / 1009u/ 0.10 / 0706o/ 0.00 /
0706u/ 0.06 / 0604o/ 0.00 / 0604u/ 0.22 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.28 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.34 / 5047/ 0.21 / 5114b/ 0.05 /
4342/ 0.24 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.06 / 3024/ 0.18 /
3036/ 3.18 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.47 / 2930/ 0.20 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.04 /
2117/ 0.03 / 1714B/ 1.79 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.17 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.09 /
0912/ 0.31 / 0908/ 0.15 / 0811/ 0.06 /
0804/ 0.18 / 0201/ 0.25 / 5248/ 0.28 /
4845/ 0.20 / 4250/ 0.33 / 5338/ 1.49 /
3851/ 0.03 / 4746o/ 0.04 / 4746u/ 0.12 /
4645o/ 0.05 / 4645u/ 0.12 / 3836o/ 3.23 /
3635o/ 0.01 / 2217o/ 0.22 / 2217u/ 0.29 /
2019o/ 0.14 / 2019u/ 0.18 / 1918o/ 0.11 /
1918u/ 0.24 / 1817o/ 0.20 / 1817u/ 0.24 /
1009o/ 0.02 / 1009u/ 0.15 / 0706o/ 0.13 /
0706u/ 0.12 / 0604o/ 0.19 / 0604u/ 0.15 /
0504o/ 0.17 / 0504u/ 0.12 / 0403o/ 0.07 /
0403u/ 0.29 / 0302o/ 0.31 / 0302u/ 1.50 /
14a14bo/ 0.02 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.00 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.00 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.28 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.02 / N15/ 0.03 /
N14B/ 1.20 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.01 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.01 /
N3/ 0.00 / N2/ 0.02 / N1/ 0.00 /
Junction/ Freeboard
N54/ 1.10 / N53/ 1.50 / N52/ 3.00 /
N38/ 4.00 / N51/ 5.20 / N48/ 5.40 /
N50/ 4.30 / N47/ 6.40 / N46/ 7.00 /
N45/ 7.50 / N43/ 0.80 / N42/ 2.70 /
N37/ 3.00 / N36/ 4.38 / N35/ 5.80 /
N34/ 5.90 / N31/ 2.50 / N30/ 5.79 /
N29/ 3.60 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.40 /
N23/ 5.30 / N22/ 8.12 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.65 / N15/ 8.76 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.94 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.03 / N53/ 0.03 / N52/ 0.04 /
N38/ 1.10 / N51/ 1.02 / N48/ 1.06 /
N50/ 1.07 / N47/ 1.11 / N46/ 1.12 /
N45/ 1.16 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.07 / N36/ 1.40 / N35/ 1.18 /
N34/ 0.17 / N31/ 0.03 / N30/ 1.68 /
N29/ 0.16 / N28/ 0.09 / N27/ 1.39 /
N26/ 0.25 / N25/ 0.85 / N24/ 1.62 /
N23/ 0.14 / N22/ 1.80 / N21/ 1.18 /
N20/ 1.04 / N19/ 1.59 / N18/ 1.35 /
N17/ 1.43 / N16/ 1.84 / N15/ 1.29 /
N14B/ 1.33 / N14A/ 1.33 / N13/ 0.86 /
N12/ 0.89 / N11/ 1.03 / N10/ 1.02 /
N9/ 1.03 / N8/ 1.05 / N7/ 1.04 /
N6/ 1.08 / N5/ 1.03 / N4/ 1.18 /
N3/ 0.94 / N2/ 0.95 / N1/ 0.95 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.16 / 2827/ 0.00 / 2726/ 0.00 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.00 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.16 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.00 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Final Volume
5453/ 0.09 / 5047/ 0.08 / 5114b/ 0.02 /
4342/ 0.05 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.05 /
3036/ 2.87 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.17 / 2930/ 0.08 / 2725/ 0.00 /
2524/ 0.01 / 2422/ 0.07 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.06 /
1615/ 0.11 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.41 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.17 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.13 / 5248/ 0.07 /
4845/ 0.10 / 4250/ 0.08 / 5338/ 0.47 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.40 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.09 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.08 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.02 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.29 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.01 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.01 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.21/ 2.87/
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/ 1.35/
1615/ 1.35/ 1.24 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.24 1502/ 1.24/ 1.06 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.06/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.00/
3851/ 6.00/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.00/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.88/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.06/ 1.06 0302u/ 1.10/ 1.06/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 7416
Total number of time steps during simulation.... 5580
Ratio of actual # of time steps / NTCYC......... 1.292
Average number of iterations per time step...... 1.329
Average time step size(seconds)................ 3.871
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.608
Average minimum implicit time step (sec)........ 1.361
Average minimum junction time step (sec)........ 1.361
Average Courant Factor Tf....................... 1.361
Number of times omega reduced................... 86
*=========================================================*
| 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 1.12 6230 0 5 0 0 0
N53 0 1.12 6237 0 5 0 0 0
N52 0 1.22 6831 0 9 0 0 0
N38 0 1.15 6417 0 14 2 0 0
N51 0 1.09 6062 1 23 1 0 0
N48 0 1.27 7089 1 23 1 0 0
N50 0 1.30 7263 1 22 1 0 0
N47 0 1.38 7718 0 7 0 0 0
N46 0 1.42 7919 1 6 0 0 0
N45 0 1.52 8466 2 16 1 0 0
N43 0 1.12 6254 0 6 0 0 0
N42 0 1.26 7027 0 11 1 0 0
N37 0 1.12 6270 0 6 0 0 0
N36 0 1.60 8913 0 10 1 0 0
N35 0 1.40 7794 1 17 1 0 0
N34 0 1.34 7460 0 14 1 0 0
N31 0 1.17 6542 1 9 0 0 0
N30 0 1.59 8881 3 20 3 0 0
N29 0 1.40 7839 0 7 0 0 0
N28 0 1.16 6494 4 7 0 0 0
N27 0 1.47 8186 1 20 1 0 0
N26 0 1.32 7358 0 6 0 0 0
N25 0 1.19 6638 0 7 0 0 0
N24 0 1.28 7117 1 8 0 0 0
N23 0 1.26 7010 0 8 0 0 0
N22 0 1.63 9083 29 15 3 0 0
N21 0 1.42 7931 0 9 0 0 0
N20 0 1.36 7597 0 19 3 0 0
N19 0 1.51 8412 0 11 2 0 0
N18 0 1.57 8767 0 11 1 0 0
N17 0 1.96 10947 8 22 1 0 0
N16 0 1.47 8222 3 15 10 0 0
N15 0 1.27 7090 1 8 0 0 0
N14B 0 1.80 10057 0 19 2 0 0
N14A 0 1.66 9271 9 15 18 0 0
N13 0 1.59 8864 1 8 0 0 0
N12 0 1.55 8657 0 7 0 0 0
N11 0 1.57 8763 0 15 2 0 0
N10 0 1.19 6623 0 7 0 0 0
N9 0 1.32 7354 0 7 0 0 0
N8 0 1.35 7557 0 6 0 0 0
N7 0 1.19 6641 1 23 1 0 0
N6 0 1.44 8044 5 18 1 0 0
N5 0 1.18 6610 1 12 1 0 0
N4 0 1.64 9145 1 9 0 0 0
N3 0 1.96 10944 0 9 0 0 0
N2 0 1.78 9942 0 9 0 0 0
N1 0 1.53 8535 10 18 2 0 0
Total number of iterations for all junctions.. 375071
Minimum number of possible iterations......... 267840
Efficiency of the simulation.................. 1.40
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 8.9254 0 15 0.0000 1.0746 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5259 0 15 0.0000 1.4741 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0352 0 16 0.0000 2.9648 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0998 0 18 0.0000 3.9002 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8239 0 15 0.0000 5.1761 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6618 0 15 0.0000 5.3382 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7665 0 16 0.0000 4.2335 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.7117 0 15 0.0000 5.2883 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1216 0 16 0.0000 5.8784 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6648 0 16 0.0000 6.3352 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2236 0 15 0.0000 0.7764 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3314 0 15 0.0000 2.6686 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0738 0 15 0.0000 2.9262 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8685 0 16 0.0000 4.1315 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3764 0 16 0.0000 5.6236 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2721 0 16 0.0000 5.7279 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5267 0 15 0.0000 2.4733 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8793 0 15 0.0000 4.1207 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5612 0 15 0.0000 3.4388 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3878 0 15 0.0000 1.6122 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7429 0 15 0.0000 3.2571 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7457 0 15 0.0000 3.2543 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7217 0 16 0.4767 4.2783 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.2094 0 17 0.8994 5.7906 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8383 0 12 0.0000 5.1617 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.6551 0 17 0.0000 6.3449 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1765 0 17 0.0000 6.8235 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0373 0 15 0.0000 2.9627 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0945 0 15 0.0000 3.9055 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2476 0 16 0.0000 6.7524 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1764 0 17 0.0000 6.8236 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1790 0 17 0.7790 6.8210 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.5040 0 21 0.4690 7.4960 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1281 0 17 0.0000 6.8719 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.9267 0 18 0.0000 7.0733 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.7164 0 18 0.0000 7.2836 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.5740 0 19 0.0000 7.4260 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.3704 0 20 0.0000 7.6296 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6225 0 15 0.0000 5.3775 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5309 0 15 0.0000 6.4691 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0545 0 15 0.0000 6.9455 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0390 0 15 0.0000 4.9610 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5779 0 15 0.0000 5.4221 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3316 0 15 0.0000 5.6684 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8791 0 15 0.0000 7.1209 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0377 0 21 0.0000 7.9623 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9987 0 21 0.0000 8.0013 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.8820 0 21 0.0000 8.1180 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 0.1456 0 15 0.1999 0 13 0.0175 8.9254 7.0352 .1272 .1762
5047 2.8812 1.4600 200.0000 0.4646 0 16 0.5531 0 17 0.1613 5.7665 4.7117 .3324 .5584
5114b 3.5733 1.8108 200.0000 0.1053 0 15 0.4030 0 10 0.0295 4.8239 3.1281 .1196 .6407
4342 10.3858 1.3631 200.0000 0.1479 0 15 0.2030 0 15 0.0142 9.2236 7.3314 .1181 .1568
3736 14.9983 3.6090 400.0000 0.1625 0 15 0.7611 0 5 0.0108 7.0738 5.8793 .1845 .8981
3534 5.8173 1.4765 400.0000 1.5158 0 16 0.8861 0 16 0.2606 4.3764 4.2721 .4411 .4303
3422 6.0122 1.5213 400.0000 1.5073 0 16 0.7427 0 15 0.2507 4.2721 3.6551 .4303 .6377
3130 13.5508 2.2744 300.0000 0.2445 0 15 0.4047 0 8 0.0180 7.5267 5.8793 .0892 .5975
3024 0.4621 2.9058 450.0000 0.4503 0 35 2.9634 0 35 0.9744 5.8793 4.2094 3.731 2.998
3036 6.7857 1.4251 400.0000 1.1417 0 15 0.4034 0 15 0.1683 5.8793 5.8685 .6481 .8713
2827 15.5945 3.7524 400.0000 0.2813 0 15 1.0990 0 15 0.0180 8.3878 6.7871 .2194 .2178
2726 18.5574 3.1124 300.0000 0.5636 0 14 0.2314 0 6 0.0304 6.7429 6.7457 .1429 .8189
2629 2.4524 0.5150 400.0000 0.5662 0 15 0.4006 0 15 0.2309 6.7457 6.5612 .6142 .4029
2930 11.6053 2.4373 400.0000 1.0007 0 15 0.9702 0 9 0.0862 6.5612 5.8793 .4029 .6481
2725 0.2218 2.0080 375.0000 0.2604 0 5 2.4023 0 4 1.1743 6.7429 5.7217 3.714 2.271
2524 0.2779 2.5163 375.0000 0.2531 0 5 2.4513 0 4 0.9106 5.7217 4.2094 2.271 3.598
2422 0.8401 2.9711 600.0000 0.6609 0 35 2.3323 0 35 0.7868 4.2094 3.6551 2.699 2.991
L575 4.4056 1.1111 300.0000 0.5038 0 13 0.5431 0 13 0.1144 4.8383 3.6551 .4610 .8502
2117 10.3655 2.0976 500.0000 0.2331 0 13 0.4696 0 9 0.0225 3.1765 3.1764 .3529 .4529
1714B 8.1188 0.9553 500.0000 2.1058 0 17 0.5155 0 17 0.2594 3.1764 3.1281 .6529 .6563
1716 3.1532 3.6415 1050.000 2.0614 0 11 2.3722 0 12 0.6538 3.1764 3.1790 1.358 1.741
1615 0.7725 1.7486 750.0000 1.2171 0 12 2.7386 0 12 1.5756 3.1801 2.5035 2.453 1.724
1614A 0.7872 1.7819 750.0000 0.8486 0 11 1.9138 0 11 1.0781 3.1801 2.9267 2.040 1.768
4514B 28.0567 3.5017 450.0000 1.0569 0 16 0.9472 0 8 0.0377 3.6648 3.1281 .3662 .6181
4515 0.1942 2.7467 300.0000 0.1742 0 44 2.4353 0 44 0.8972 3.6648 2.5035 3.882 4.311
1502 0.6052 1.1322 825.0000 1.3672 0 12 2.7087 0 10 2.2590 2.5040 1.9987 1.568 1.149
14A13 16.6072 0.8411 1700.000 -3.7427 0 18 -0.6228 0 18 -0.2254 2.9267 2.7164 .6274 .6567
1312 15.7543 0.6101 1400.000 3.7345 0 18 0.5737 0 17 0.2370 2.7164 2.5740 .6117 .6386
1211 22.0747 0.6694 1700.000 3.5341 0 19 0.3766 0 18 0.1601 2.5740 2.3704 .5259 .6061
1103 34.9730 0.7240 2000.000 3.7766 0 21 0.4321 0 21 0.1080 2.3704 2.0377 .5152 .4688
0912 7.4604 1.8954 400.0000 0.1091 0 15 0.0615 0 14 0.0146 3.5309 2.5740 .0773 1.435 *
0908 0.1628 1.4741 375.0000 0.1334 0 7 1.1953 0 7 0.8197 3.5309 3.0545 2.749 2.811
0811 6.0914 1.5476 400.0000 0.2282 0 15 0.4103 0 12 0.0375 3.0545 2.3704 .1361 .9261
0804 0.2208 1.3886 450.0000 0.2369 0 6 1.4798 0 6 1.0725 3.0545 2.8791 2.343 2.620
0201 142.3584 2.9703 2000.000 6.1239 0 21 1.3704 0 37 0.0430 1.9987 1.8820 .4743 .4760
5248 8.1651 1.4277 200.0000 0.2447 0 16 0.3540 0 17 0.0300 7.0352 4.8271 .1762 .1357
4845 2.5500 1.2922 200.0000 0.3643 0 15 0.3430 0 15 0.1429 4.6618 3.6648 .3090 .8239
4250 11.5986 1.2184 200.0000 0.3261 0 15 0.1754 0 13 0.0281 7.3314 5.7665 .1568 .3324
5338 8.7547 1.3127 200.0000 0.1610 0 15 0.1050 0 9 0.0184 8.5259 6.0998 .1296 .4990
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0998 4.8239 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.4757 0 15 1.0462 0 15 0.0274 4.7117 4.1216 .2792 .3040
4746u 0.1498 2.1194 300.0000 0.1018 0 11 1.4174 0 11 0.6798 4.7117 4.1216 3.705 3.738
4645o 15.8729 2.3953 400.0000 0.4716 0 16 0.5985 0 16 0.0297 4.1216 3.6648 .3040 .4119
4645u 0.1105 1.5637 300.0000 0.0989 0 12 1.3760 0 12 0.8951 4.1216 3.6648 3.738 3.882
3836o 9.9729 2.0945 400.0000 0.2355 0 18 0.1321 0 19 0.0236 6.0998 5.8685 .2495 .8713
3635o 35.6736 2.3986 400.0000 1.4862 0 16 0.6761 0 16 0.0417 5.8685 5.2945 .2463 .2363
2217o 14.0423 2.7133 500.0000 1.4317 0 17 1.0378 0 30 0.1020 3.6551 3.2020 .5101 .5041
2217u 0.6241 1.4127 750.0000 1.0374 0 35 2.3369 0 35 1.6622 3.6551 3.1764 2.393 1.901
2019o 11.6942 3.9474 300.0000 0.3710 0 15 0.7710 0 11 0.0317 7.0373 6.0945 .1243 .3148
2019u 0.6375 4.0085 450.0000 0.4212 0 21 2.6332 0 21 0.6606 7.0373 6.0945 2.305 3.543
1918o 18.5045 3.0423 400.0000 0.3163 0 15 0.2702 0 15 0.0171 6.0944 3.2476 .2361 .6189
1918u 0.9440 3.3387 600.0000 0.8522 0 14 2.9865 0 14 0.9028 6.0944 3.2476 2.657 2.245
1817o 9.1593 1.0777 500.0000 1.0912 0 16 0.5804 0 14 0.1191 3.2476 3.1764 .4951 .4529
1817u 0.5070 1.7932 600.0000 0.6206 0 6 2.1860 0 6 1.2240 3.2476 3.1764 2.245 2.377
1009o 8.3091 2.9838 300.0000 0.0659 0 15 0.4450 0 15 0.0079 4.6225 3.5309 .0749 .1030
1009u 0.2415 2.1864 375.0000 0.1841 0 13 1.6487 0 13 0.7623 4.6225 3.5309 2.726 2.749
0706o 7.2322 2.5999 300.0000 0.1412 0 15 0.4026 0 6 0.0195 5.0390 4.5779 .1298 .2597
0706u 0.1248 1.7661 300.0000 0.0887 0 6 1.2358 0 6 0.7103 5.0390 4.5779 3.463 3.593
0604o 9.6606 3.5620 300.0000 0.6348 0 15 1.1792 0 15 0.0657 4.5779 2.8791 .2597 .2636
0604u 0.3116 2.8210 375.0000 0.3055 0 30 2.7460 0 30 0.9805 4.5779 2.8791 2.874 3.144
0504o 8.6316 3.1323 300.0000 0.1182 0 15 0.5042 0 10 0.0137 4.3316 2.8791 .1055 .2636
0504u 0.1541 2.1802 300.0000 0.1351 0 7 1.8864 0 7 0.8769 4.3316 2.8791 3.438 3.930
0403o 9.0589 2.2976 400.0000 0.5802 0 15 0.7851 0 15 0.0640 2.8791 2.0707 .1977 .1768
0403u 1.9283 4.3647 750.0000 1.1873 0 9 2.8699 0 8 0.6157 2.8791 2.0377 1.572 1.250
0302o 2.9365 0.3242 300.0000 3.0542 0 21 0.6641 0 18 1.0401 2.0377 1.9987 .7256 .6289
0302u 3.2556 3.6173 600.0000 0.7572 0 33 0.8401 0 33 0.2326 2.0377 1.9987 1.562 1.581
14a14bo 75.9084 3.3944 500.0000 3.0841 0 17 0.3965 0 11 0.0406 3.1281 2.9267 .2763 .8533
14a14bu 0.1368 1.9347 300.0000 0.1449 0 39 2.0237 0 39 1.0593 3.1281 2.9267 4.427 4.422
FREE # 1 Undefnd Undefnd Undefn 6.1789 0 21
*==================================================*
| 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 0.0211 0.7352 0.0060
5047 1.9667 29.1111 0.0000 328.9222 0.0850 0.8495 0.0484
5114b 2.5208 25.6667 0.0000 331.8125 0.0666 0.6681 0.0114
4342 0.1667 359.8333 0.0000 0.0000 0.0183 0.7296 0.0056
3736 0.1667 42.1667 0.0000 317.6667 0.1247 1.6942 0.0422
3534 2.2500 357.7500 0.0000 0.0000 0.1686 1.7116 0.1541
3422 2.2500 27.0278 0.0000 330.7222 0.2004 2.0520 0.1561
3130 0.1667 38.1389 0.0000 321.6944 0.0937 1.8845 0.0133
3024 0.1667 30.3690 0.0000 329.4643 0.1304 0.1639 3.4360
3036 4.8750 38.8889 316.2361 0.0000 0.1557 2.8311 0.1225
2827 0.1667 0.0000 0.0000 359.8333 0.0430 0.2562 0.0960
2726 333.8750 26.1250 0.0000 0.0000 0.1316 2.6629 0.0305
2629 0.2500 359.7500 0.0000 0.0000 0.1072 1.4144 0.0814
2930 0.2500 38.0972 0.0000 321.6528 0.1063 1.4021 0.1502
2725 0.1667 359.8333 0.0000 0.0000 0.1126 0.1139 2.1551
2524 0.1667 42.9762 0.0000 316.8571 0.1118 0.1145 2.1014
2422 1.0208 358.9792 0.0000 0.0000 0.1744 0.2907 3.4607
L575 0.1667 23.2222 0.0000 336.6111 0.1000 1.7238 0.0736
2117 1.4444 25.0278 0.0000 333.5278 0.1916 1.9558 0.0241
1714B 325.8889 26.8056 7.3056 0.0000 0.1725 4.0873 0.1686
1716 0.1667 357.8750 0.0000 1.9583 0.2938 0.8902 3.6225
1615 0.1667 359.8333 0.0000 0.0000 0.2281 0.4536 4.0657
1614A 2.5833 48.2083 309.2083 0.0000 0.2281 0.4619 2.3278
4514B 318.1944 32.1944 0.0000 9.6111 0.0990 2.2140 0.1071
4515 0.1667 359.8333 0.0000 0.0000 0.0909 0.0728 2.5029
1502 0.1667 359.8333 0.0000 0.0000 0.2378 0.5472 2.6317
14A13 108.4583 251.5417 0.0000 0.0000 0.3754 6.0109 0.6796
1312 108.5417 251.4583 0.0000 0.0000 0.3202 6.9501 0.4814
1211 3.3611 356.6389 0.0000 0.0000 0.4789 9.4952 0.3587
1103 0.1667 359.8333 0.0000 0.0000 0.3479 8.7413 0.4247
0912 346.7444 13.2556 0.0000 0.0000 0.1839 1.9377 0.0125
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1136 1.2330
0811 340.5347 14.6944 0.0000 4.7708 0.1716 1.7966 0.0246
0804 0.1667 359.8333 0.0000 0.0000 0.1302 0.1640 1.3340
0201 0.1667 359.8333 0.0000 0.0000 0.3533 7.3365 0.8699
5248 0.1667 0.0000 0.0000 359.8333 0.0232 0.6934 0.0110
4845 2.3750 41.7083 0.0000 315.9167 0.1055 1.0637 0.0388
4250 0.1667 358.0333 0.0000 1.8000 0.0379 1.8931 0.0084
5338 0.1667 358.0500 0.0000 1.7833 0.0492 1.7212 0.0058
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 330.3889 26.4722 0.0000 3.1389 0.0581 0.4586 0.1210
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5743
4645o 329.7431 30.2569 0.0000 0.0000 0.0598 0.7881 0.0857
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 1.5601
3836o 1.9667 358.0333 0.0000 0.0000 0.1105 1.8613 0.0288
3635o 329.1667 0.0000 0.0000 30.8333 0.0526 2.1982 0.0653
2217o 332.8333 3.5833 0.0000 23.5833 0.0983 1.4870 0.2448
2217u 0.1667 359.8333 0.0000 0.0000 0.2160 0.4627 3.4399
2019o 347.5000 9.3611 0.0000 3.1389 0.0617 0.6141 0.0394
2019u 0.1667 359.8333 0.0000 0.0000 0.1350 0.1660 2.4965
1918o 349.3611 10.6389 0.0000 0.0000 0.0715 1.2004 0.0454
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.3853
1817o 331.6389 19.0556 0.0000 9.3056 0.1001 2.0868 0.1255
1817u 0.1667 359.8333 0.0000 0.0000 0.1822 0.2960 2.1670
1009o 351.8056 8.1944 0.0000 0.0000 0.0234 0.1482 0.0118
1009u 0.1667 359.8333 0.0000 0.0000 0.1087 0.1139 1.6913
0706o 338.8667 20.5556 0.0000 0.5778 0.0460 0.3687 0.0224
0706u 0.1667 359.8333 0.0000 0.0000 0.0903 0.0727 1.2544
0604o 335.0556 2.9833 0.0000 21.9611 0.0615 0.5400 0.0922
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.7101
0504o 347.3611 9.9444 0.0000 2.6944 0.0431 0.3457 0.0189
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0730 1.8693
0403o 348.7500 1.1667 0.0000 10.0833 0.0742 0.7390 0.0588
0403u 0.1667 359.8333 0.0000 0.0000 0.2196 0.4610 2.5409
0302o 336.0903 14.4444 0.0000 9.4653 0.1357 4.6810 0.1325
0302u 0.1667 359.8333 0.0000 0.0000 0.3110 0.9868 0.6720
14a14bo 332.8333 25.7014 0.0000 1.4653 0.1824 9.7886 0.0891
14a14bu 2.5208 357.4792 0.0000 0.0000 0.0840 0.0727 1.8977
*===========================================*
| 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 0.0077 165.6430 0.0004 0.9989 0.1692 0.0047 0.1412 4.0314
5047 0.0293 633.2449 0.0013 0.9846 1.0422 0.0155 0.1539 0.0350
5114b 0.0049 104.9329 0.0003 0.9799 0.9551 0.0090 0.0899 0.0350
4342 0.0075 161.9623 0.0004 0.9989 0.1985 0.0038 0.1262 4.0314
3736 0.0079 170.6858 0.0004 0.9989 0.9295 0.0254 0.3210 1.7917
3534 0.0457 986.6541 0.0036 0.9821 0.2308 0.0183 0.1834 0.0350
3422 0.0461 996.0641 0.0036 0.9821 0.4423 0.0234 0.2363 0.0450
3130 0.0119 257.8044 0.0006 0.9989 0.8449 0.0162 0.3247 3.1356
3024 0.0567 1224.3287 0.0015 0.9989 1.4155 0.0515 0.0524 1.1646
3036 0.0138 297.8438 0.0043 0.9688 0.0168 0.0557 0.6812 0.0205
2827 0.0134 288.5179 0.0007 0.9989 1.2950 0.0090 0.0360 1.7917
2726 0.0162 349.5653 0.0014 0.1796 0.0503 0.0352 0.2984 0.0200
2629 0.0190 409.4506 0.0013 0.9989 0.1765 0.0220 0.1556 3.1356
2930 0.0410 885.3391 0.0023 0.9989 0.6749 0.0234 0.2124 1.7917
2725 0.0208 448.8900 0.0007 0.9989 1.1785 0.0319 0.0275 1.1646
2524 0.0205 443.6611 0.0007 0.9961 1.6294 0.0307 0.0267 0.0577
2422 0.0775 1673.9116 0.0026 0.9946 0.8402 0.0682 0.0908 0.0153
L575 0.0204 441.2878 0.0013 0.9989 0.5539 0.0169 0.2018 4.0314
2117 0.0115 248.5898 0.0009 0.9901 0.8452 0.0227 0.2290 0.0200
1714B 0.0481 1038.6023 0.0062 0.2306 0.0232 0.0248 0.4990 0.0210
1716 0.2025 4374.8971 0.0075 0.9989 1.0083 0.0986 0.2367 Section 4
1.1646
1615 0.1405 3034.3028 0.0046 0.9989 0.5725 0.0900 0.1543 1.1646
1614A 0.0622 1342.9497 0.0035 0.9796 0.1093 0.0717 0.1303 0.0130
4514B 0.0514 1110.1568 0.0029 0.2783 0.1509 0.0167 0.2909 0.0212
4515 0.0256 552.0876 0.0008 0.9989 0.5582 0.0421 0.0292 1.1646
1502 0.1661 3588.2784 0.0048 0.9989 0.7411 0.0965 0.1673 1.1646
14A13 -0.1680 -3629.598 0.0091 0.7505 0.0016 0.1033 0.8649 0.1237
1312 0.1684 3638.0710 0.0088 0.7505 0.0534 0.0704 0.9355 0.1213
1211 0.1672 3610.5779 0.0086 0.9762 0.0364 0.0945 1.4354 0.1242
1103 0.1987 4292.8408 0.0094 0.9989 0.1431 0.0961 1.3473 11.1984
0912 0.0020 43.4308 0.0003 0.0885 0.0070 0.0321 0.3361 0.0450
0908 0.0099 214.7010 0.0004 0.9989 0.6197 0.0288 0.0243 1.2542
0811 0.0056 120.9573 0.0006 0.1319 0.0398 0.0213 0.2193 0.0450
0804 0.0153 330.8115 0.0008 0.9989 0.4966 0.0371 0.0379 1.1646
0201 0.4725 10206.726 0.0191 0.9989 0.5045 0.1051 1.1834 3.5835
5248 0.0159 342.7565 0.0007 0.9989 0.6661 0.0052 0.1375 4.0314
4845 0.0230 497.7061 0.0010 0.9812 0.8784 0.0206 0.2057 0.0350
4250 0.0179 387.0661 0.0008 0.9989 0.2449 0.0073 0.3331 4.0314
5338 0.0085 184.3392 0.0004 0.9989 0.0522 0.0141 0.4686 4.0314
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0010 0.0172 0.0450
4746o 0.0176 380.9154 0.0011 0.1998 0.1776 0.0079 0.0488 0.0205
4746u 0.0243 525.6959 0.0004 0.9989 1.1582 0.0295 0.0220 1.1646
4645o 0.0183 394.8046 0.0011 0.2050 0.0921 0.0098 0.0931 0.0206
4645u 0.0238 514.7569 0.0005 0.9989 0.6428 0.0313 0.0236 1.2542
3836o 0.0200 432.6718 0.0007 0.9848 0.0579 0.0462 0.5179 0.0202
3635o 0.0432 933.4858 0.0035 0.2079 0.1274 0.0061 0.1919 0.0350
2217o 0.0410 886.2872 0.0033 0.1828 0.1250 0.0118 0.1114 0.0208
2217u 0.1111 2400.5811 0.0036 0.9989 0.7334 0.0813 0.1321 1.1646
2019o 0.0067 145.4014 0.0009 0.0837 0.0968 0.0030 0.0294 0.0200
2019u 0.0297 641.4593 0.0013 0.9989 1.6642 0.0392 0.0334 1.1646
1918o 0.0038 81.8203 0.0007 0.0699 0.0098 0.0079 0.1157 0.0205
1918u 0.0619 1338.0561 0.0023 0.9989 1.0998 0.0527 0.0638 1.1646
1817o 0.0442 954.3446 0.0025 0.1912 0.0797 0.0145 0.2065 0.0205
1817u 0.0381 822.2880 0.0023 0.9989 0.5976 0.0608 0.0799 1.1646
1009o 0.0008 16.5657 0.0002 0.0543 0.0381 0.0011 0.0064 0.0208
1009u 0.0112 241.3748 0.0005 0.9989 1.0633 0.0265 0.0202 1.2542
0706o 0.0034 73.7576 0.0003 0.1443 0.0753 0.0042 0.0295 0.0208
0706u 0.0075 161.5908 0.0003 0.9989 0.6027 0.0253 0.0169 1.1646
0604o 0.0178 385.2342 0.0015 0.1692 0.2284 0.0060 0.0448 0.0205
0604u 0.0273 590.1083 0.0010 0.9989 1.3431 0.0338 0.0279 1.1646
0504o 0.0023 49.9789 0.0003 0.0844 0.0643 0.0023 0.0165 0.0207
0504u 0.0094 202.2996 0.0004 0.9989 0.6164 0.0256 0.0166 1.1646
0403o 0.0088 190.0566 0.0014 0.0747 0.0658 0.0038 0.0377 0.0450
0403u 0.0863 1863.6273 0.0032 0.9989 2.3832 0.0622 0.1050 1.1646
0302o 0.1049 2264.7629 0.0072 0.1608 0.0819 0.0149 0.4277 0.0285
0302u 0.1899 4102.8226 0.0033 0.9989 0.1340 0.0895 0.2776 0.6271
14a14bo 0.0940 2029.8478 0.0073 0.1828 0.0563 0.0174 0.8415 0.0350
14a14bu 0.0116 249.5133 0.0006 0.9799 0.1736 0.0346 0.0245 0.0130
FREE # 1 0.4727 10209.466
*===============================================================*
| 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 0.1455 0.0000 0.9060 0.0203 0.0253 8.9254 7.0348 Max Flow
5047 0.4646 0.0000 0.4724 0.0611 0.0664 5.7665 4.7093 Max Flow
5114b 0.1052 0.0000 0.0717 0.0226 0.0239 4.8239 3.1110 Max Flow
4342 0.1479 0.0000 0.9507 0.0196 0.0235 9.2236 7.3313 Max Flow
3736 0.1624 0.0000 0.0034 0.0861 0.0734 7.0738 5.8775 Max Flow
3534 1.5158 0.0000 0.1032 0.1344 0.1759 4.3764 4.2716 Max Flow
3422 1.5073 0.0000 0.3764 0.1339 0.1720 4.2721 3.6516 Max Flow
3130 0.2444 0.0000 0.0270 0.0249 0.0265 7.5267 5.8775 Max Flow
3024 0.4497 1.3110 1.1643 0.4290 0.3584 5.8114 3.2723 Max Flow
3036 1.1414 0.0000 0.0185 0.1904 0.2195 5.8790 5.8684 Max Flow
2827 0.2812 0.0000 1.5978 0.1075 0.0871 8.3877 6.7871 Max Flow
2726 0.5617 0.0000 0.0027 0.0432 0.0365 6.7414 6.7449 Max Flow
2629 0.5661 0.0000 0.1735 0.1393 0.2355 6.7457 6.5611 Max Flow
2930 1.0005 0.0000 0.2166 0.1797 0.1611 6.5611 5.8782 Max Flow
2725 0.2603 0.8518 0.6062 0.3505 0.3750 6.7044 5.2164 Max Flow
2524 0.2525 0.4878 1.6000 0.3483 0.2805 5.2634 3.2329 Max Flow
2422 0.6499 0.2755 0.4333 0.5190 0.3964 3.5900 2.8463 Max Flow
L575 0.4964 0.0000 1.2879 0.1152 0.1356 4.8366 3.5350 Max Flow
2117 0.2323 0.0000 0.0021 0.0383 0.0491 3.1075 3.1071 Max Flow
1714B 2.1056 0.0000 0.0483 0.2398 0.3250 3.1762 3.1281 Max Flow
1716 2.0611 -0.1753 0.1673 0.8166 0.6191 3.0452 3.0469 Max Flow
1615 1.2171 0.4255 0.3189 0.6655 0.7500 3.0816 2.3334 Max Flow
1614A 0.8476 0.4164 0.0575 0.5705 0.7500 3.0448 2.5702 Max Flow
4514B 1.0566 0.0000 0.0885 0.1736 0.1645 3.6647 3.1206 Max Flow
4515 0.1742 0.6492 1.0140 1.0302 0.2221 3.5302 1.8629 Max Flow
1502 1.3672 -0.2124 0.7606 0.6991 0.8250 2.3370 1.8139 Max Flow
14A13 0.0120 0.0000 0.0053 0.0599 0.1140 1.9895 1.9804 Max Flow
1312 3.7340 0.0000 0.1612 0.5485 0.8517 2.7163 2.5575 Max Flow
1211 3.5339 0.0000 0.2134 0.5150 0.8682 2.5740 2.3642 Max Flow
1103 3.7735 0.0000 0.3245 0.5326 1.0342 2.3704 2.0371 Max Flow
0912 0.1091 0.0000 0.0035 0.0226 0.0307 3.5309 2.3957 Max Flow
0908 0.1334 0.1587 0.3288 0.2694 0.2584 3.5060 3.0186 Max Flow
0811 0.2280 0.0000 0.0814 0.0377 0.0541 3.0544 2.1921 Max Flow
0804 0.2362 0.1947 0.3388 0.3422 0.4101 3.0120 2.4598 Max Flow
0201 6.0991 0.0000 0.1203 0.7601 0.9482 1.9986 1.8782 Max Flow
5248 0.2447 0.0000 2.2056 0.0271 0.0316 7.0352 4.8271 Max Flow
4845 0.3643 0.0000 0.1733 0.0519 0.0617 4.6618 3.6644 Max Flow
4250 0.3260 0.0000 0.2770 0.0252 0.0313 7.3314 5.7658 Max Flow
5338 0.1610 0.0000 0.0850 0.0212 0.0257 8.5259 6.0938 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.4757 0.0000 0.4823 0.1304 0.1116 4.7117 4.1208 Max Flow
4746u 0.1018 0.3327 0.2683 0.2469 0.1815 4.6794 4.0786 Max Flow
4645o 0.4715 0.0000 0.2157 0.1453 0.1213 4.1216 3.6648 Max Flow
4645u 0.0989 0.0794 0.3871 0.2438 0.2217 4.0948 3.6287 Max Flow
3836o 0.2355 0.0000 0.0059 0.0992 0.0996 6.0998 5.8619 Max Flow
3635o 1.4861 0.0000 0.5683 0.0945 0.0966 5.8685 5.2945 Max Flow
2217o 1.4312 0.0000 0.4491 0.2520 0.2533 3.6551 3.2020 Max Flow
2217u 1.0287 0.2711 0.2957 0.6234 0.7500 3.4498 2.8444 Max Flow
2019o 0.3704 0.0000 0.1839 0.0524 0.0372 7.0373 6.0924 Max Flow
2019u 0.4212 1.1960 0.6475 0.4229 0.2671 6.9979 5.1433 Max Flow
1918o 0.3161 0.0000 0.1126 0.1119 0.0943 6.0944 3.2442 Max Flow
1918u 0.8522 0.7714 2.0803 0.5622 0.4465 6.0889 3.2353 Max Flow
1817o 1.0912 0.0000 0.0704 0.1882 0.2486 3.2475 3.1711 Max Flow
1817u 0.6130 0.1974 0.2176 0.5073 0.6000 2.9834 2.5504 Max Flow
1009o 0.0658 0.0000 0.6533 0.0249 0.0222 4.6225 3.5306 Max Flow
1009u 0.1841 0.4681 0.6254 0.3134 0.2452 4.6196 3.5261 Max Flow
0706o 0.1411 0.0000 0.1301 0.0402 0.0387 5.0389 4.5779 Max Flow
0706u 0.0887 0.2615 0.2448 0.2318 0.1869 5.0182 4.5118 Max Flow
0604o 0.6342 0.0000 1.6626 0.0993 0.0777 4.5779 2.8790 Max Flow
0604u 0.3053 0.5149 1.7028 1.0049 0.3008 4.5049 2.2821 Max Flow
0504o 0.1180 0.0000 0.2375 0.0362 0.0312 4.3316 2.8785 Max Flow
0504u 0.1346 0.5888 1.1883 0.2739 0.2173 4.3188 2.5566 Max Flow
0403o 0.5802 0.0000 0.7999 0.0707 0.0751 2.8791 2.0707 Max Flow
0403u 1.1872 0.8101 0.2203 0.6604 0.4256 2.8181 1.7303 Max Flow
0302o 3.0534 0.0000 0.0314 0.1441 0.2769 2.0376 1.9984 Max Flow
0302u 0.7572 0.0646 0.0027 0.2961 0.1784 1.8887 1.8215 Max Flow
14a14bo 3.0839 0.0000 0.0119 0.1514 0.1380 3.1281 2.9248 Max Flow
14a14bu 0.1449 0.4684 0.2188 0.2788 0.2671 2.9209 2.2290 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 0.6667 359.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 5.1667 353.0000 1.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 4.8333 352.6667 2.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 1.6667 358.1667 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 1.6667 356.1667 2.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 10.3333 347.5000 2.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 5.8333 354.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 356.3333 0.0000 0.0000 0.0000 2.5000 0.0000 None
3036 0.0000 355.1667 4.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 352.1667 2.5000 0.0000 0.0000 5.3333 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 56.6667 245.1667 58.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.8333 0.3333 331.6667 13.3333 1.1667 0.0000 12.6667 0.0000 None
2524 0.1667 0.3333 359.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 0.3333 327.8333 0.3333 0.0000 28.0000 3.5000 0.0000 None
L575 5.8333 354.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 21.0000 337.6667 1.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 34.0000 326.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.5000 0.6667 311.1667 7.1667 0.0000 28.0000 12.5000 0.0000 None
1615 0.3333 262.1667 0.6667 1.5000 35.0000 0.0000 60.3333 0.0000 None
1614A 0.0000 315.5000 0.0000 13.1667 29.1667 1.6667 0.5000 0.0000 None
4514B 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.5000 0.5000 358.8333 0.0000 0.0000 0.0000 0.1667 0.0000 None
1502 248.5000 95.0000 0.1667 0.0000 16.3333 0.0000 0.0000 0.0000 None
14A13 0.0000 251.6667 108.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 2.5000 249.0000 108.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 356.8333 3.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.1667 359.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 8.6667 346.6667 0.0000 4.6667 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 333.6667 1.8333 0.0000 19.6667 3.6667 0.0000 None
0811 2.8333 16.6667 340.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 300.3333 27.8333 0.0000 19.3333 7.1667 5.3333 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 9.8333 350.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 3.1667 354.5000 2.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 0.5000 359.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 0.6667 359.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.6667 0.5000 318.6667 0.6667 0.0000 30.8333 8.6667 0.0000 None
4645o 0.0000 2.5000 357.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 314.6667 0.8333 0.0000 42.1667 1.1667 0.0000 None
3836o 0.0000 358.1667 1.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635o 11.6667 19.1667 329.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217o 3.3333 5.8333 350.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 266.1667 64.8333 0.1667 0.0000 28.8333 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019u 0.0000 1.0000 348.3333 0.0000 0.0000 0.0000 10.6667 0.0000 None
1918o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.1667 1.0000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 4.6667 23.6667 331.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.1667 1.3333 306.8333 0.8333 2.8333 26.5000 21.5000 0.0000 None
1009o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.6667 0.5000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 9.1667 350.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 333.1667 0.0000 0.0000 25.3333 0.3333 0.0000 None
0604o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.1667 1.0000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.1667 1.0000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 7.8333 3.5000 348.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.6667 0.5000 331.1667 0.0000 0.0000 0.0000 27.6667 0.0000 None
0302o 4.1667 19.8333 336.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 222.3333 107.6667 0.0000 26.0000 2.8333 0.0000 None
14a14bo 0.5000 2.0000 357.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
14a14bu 0.0000 0.0000 312.8333 6.6667 0.0000 39.8333 0.6667 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 352.2778 353.4056 0.0000 0.0000
5047 26.9306 26.9583 0.0000 0.0000
5114b 25.1944 25.2222 318.2889 0.0000
4342 352.6667 353.7111 0.0000 0.0000
3736 41.8667 41.9167 148.9833 0.0000
3534 343.2500 343.3611 0.1042 0.0000
3422 25.9722 26.0000 304.3819 0.0000
3130 37.7778 37.7778 161.0833 0.0000
3024 0.0000 0.0000 315.8083 0.0000
3036 0.0000 22.5694 0.0000 0.0000
2827 0.2500 1.1667 36.2083 0.0000
2726 352.0000 355.4167 0.0000 0.0000
2629 5.8333 6.0833 0.0000 0.0000
2930 37.9306 38.0583 0.0000 0.0000
2725 0.0000 0.0000 329.4931 0.0000
2524 12.7440 12.7679 328.1417 0.0000
2422 312.5792 326.8611 62.0333 0.0000
L575 21.5833 21.5833 0.0000 0.0000
2117 1.8333 24.6944 318.5250 0.0000
1714B 0.0000 22.3889 0.0000 0.0000
1716 267.8631 271.2500 292.3611 0.0000
1615 240.4167 312.4083 0.0000 0.0000
1614A 0.0833 4.5639 0.0000 0.0000
4514B 32.1528 345.2917 314.7500 0.0000
4515 307.4583 309.7083 19.0417 0.0000
1502 0.8667 1.4042 24.2639 0.0000
14A13 311.1250 311.3333 0.0000 0.0000
1312 321.9167 337.1111 0.3056 0.0000
1211 333.6528 353.2778 0.0000 0.0000
1103 45.5556 55.9722 0.0000 0.0000
0912 352.8667 352.8667 0.0000 0.0000
0908 330.2806 333.6806 0.0000 0.0000
0811 347.9167 347.9444 0.0000 0.0000
0804 326.8847 333.1806 0.0000 0.0000
0201 9.2587 15.5684 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 40.1389 40.1667 0.0000 0.0000
4250 75.9639 76.1167 0.0000 0.0000
5338 358.0500 359.1333 0.0000 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 347.6111 347.9167 3.5556 0.0000
4746u 0.9167 313.5000 316.5833 0.0000
4645o 352.8125 352.8125 0.0000 0.0000
4645u 314.4583 314.5278 5.2917 0.0000
3836o 358.0333 358.0333 0.0000 0.0000
3635o 0.0000 0.0000 319.1944 0.0000
2217o 5.7833 7.8278 0.0278 0.0000
2217u 0.0000 0.0000 8.8889 0.0000
2019o 9.3056 9.3611 346.3333 0.0000
2019u 313.7250 340.4306 345.1778 0.0000
1918o 349.6111 349.6111 0.0000 0.0000
1918u 329.0972 329.3125 328.0139 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 301.0000 325.5347 0.0000 0.0000
1009o 351.0833 351.0833 0.0000 0.0000
1009u 332.9444 335.2556 291.0833 0.0000
0706o 353.4444 353.4444 0.0000 0.0000
0706u 327.5278 332.2361 0.9722 0.0000
0604o 2.5528 2.6639 354.2222 0.0000
0604u 329.8333 331.8681 331.3889 0.0000
0504o 349.9722 350.0278 3.6944 0.0000
0504u 330.7222 331.9417 2.0764 0.0000
0403o 340.8889 340.8889 0.4167 0.0000
0403u 60.0833 73.0000 309.4278 0.0000
0302o 0.0000 0.0000 0.0208 0.0000
0302u 226.9625 330.0278 0.0000 0.0000
14a14bo 25.7014 25.7014 0.2500 0.0000
14a14bu 310.3542 312.3681 0.0417 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 0.1877 0.2185 0.1877 0.0458 0.0539 0.0458 0.2442 0.2469 0.2442 16.1149 16.2938 16.1149 0.0297
5047 0.1603 0.5481 0.1603 0.0002 0.4642 0.0002 0.0012 0.8470 0.0012 0.0585 39.8071 0.0585 0.0864
5114b 0.0462 0.1579 0.0462 0.0000 0.1052 0.0000 0.0008 0.6666 0.0008 0.0386 33.3278 0.0386 0.0680
4342 0.1918 0.2278 0.1918 0.0488 0.0503 0.0488 0.2544 0.2207 0.2544 13.9931 12.1403 13.9931 0.0271
3736 0.0269 0.1110 0.0269 0.0040 0.1544 0.0040 0.1506 1.3910 0.1506 7.5300 69.5485 7.5300 0.2341
3534 0.1390 0.8873 0.1390 0.0003 1.5153 0.0003 0.0019 1.7078 0.0019 0.0190 17.0780 0.0190 0.1743
3422 0.1567 0.7370 0.1567 0.0007 1.5059 0.0007 0.0043 2.0433 0.0043 0.1739 81.7331 0.1739 0.2085
3130 0.0276 0.1298 0.0276 0.0000 0.2444 0.0000 0.0009 1.8827 0.0009 0.0497 103.5464 0.0497 0.0951
3036 0.1435 0.5144 0.1435 0.0607 1.0202 0.0607 0.4234 1.9834 0.4234 7.6218 35.7006 7.6218 0.3021
2827 0.0000 1.1071 0.0000 0.0000 0.2813 0.0000 0.0000 0.2541 0.0000 0.0000 12.7055 0.0000 0.0875
2726 0.0519 0.2119 0.0519 0.0001 0.5634 0.0001 0.0023 2.6584 0.0023 0.0225 26.5837 0.0225 0.1343
2629 0.1676 0.4321 0.1676 0.0140 0.5381 0.0140 0.0838 1.2453 0.0838 3.7697 56.0379 3.7697 0.2121
2930 0.1733 0.7857 0.1733 0.0141 0.9724 0.0141 0.0816 1.2376 0.0816 3.9171 59.4045 3.9171 0.2112
L575 0.0000 0.2926 0.0000 0.0000 0.5038 0.0000 0.0000 1.7220 0.0000 0.0000 103.3194 0.0000 0.1865
2117 0.0226 0.1195 0.0226 0.0001 0.2329 0.0001 0.0033 1.9492 0.0033 0.0330 19.4923 0.0330 0.1989
1714B 0.2722 0.7375 0.2119 0.4036 1.6143 0.0880 1.4824 2.1888 0.4150 41.5083 61.2851 11.6211 0.3272
4514B 0.1922 0.6884 0.1094 0.1606 0.8865 0.0099 0.8355 1.2877 0.0904 20.0518 30.9054 2.1701 0.2173
14A13 0.4126 0.6735 0.3850 0.4240 3.2867 0.0321 1.0276 4.8804 0.0833 10.2760 48.8035 0.8327 1.1755
1312 0.2217 0.5298 0.6874 0.0881 2.8264 0.8201 0.3975 5.3353 1.1930 5.5649 74.6935 16.7013 0.8706
1211 0.0000 0.3727 0.1195 0.0000 3.5327 0.0014 0.0000 9.4783 0.0113 0.0000 350.6984 0.4190 0.9575
1103 0.2652 0.5069 0.6333 0.7607 2.7304 0.2856 2.8688 5.3865 0.4509 100.4095 188.5265 15.7813 0.9898
0912 0.0076 0.0564 0.0076 0.0000 0.1091 0.0000 0.0019 1.9338 0.0019 0.1071 106.3597 0.1071 0.1973
0811 0.0172 0.1272 0.0172 0.0000 0.2282 0.0000 0.0017 1.7933 0.0017 0.0921 98.6290 0.0921 0.1830
0201 0.1383 1.3478 0.1350 0.3161 5.6987 0.1091 2.2852 4.2283 0.8077 22.8517 42.2827 8.0765 0.9500
5248 0.3336 0.3838 0.3336 0.0713 0.1020 0.0713 0.2138 0.2659 0.2138 12.3985 15.4211 12.3985 0.0316
4845 0.1004 0.3434 0.1004 0.0002 0.3639 0.0002 0.0019 1.0598 0.0019 0.1170 63.5907 0.1170 0.1081
4250 0.1689 0.1840 0.1689 0.1244 0.0773 0.1244 0.7365 0.4200 0.7365 42.7180 24.3624 42.7180 0.0470
5338 0.0916 0.0980 0.0916 0.0545 0.0520 0.0545 0.5956 0.5301 0.5956 46.4537 41.3482 46.4537 0.0580
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 1.0397 0.0000 0.0000 0.4757 0.0000 0.0000 0.4576 0.0000 0.0000 11.4390 0.0000 0.1159
4645o 0.0551 0.6571 0.0347 0.0042 0.4674 0.0000 0.0754 0.7113 0.0007 2.4897 23.4722 0.0244 0.1470
3836o 0.0368 0.1475 0.0368 0.0064 0.2226 0.0064 0.1752 1.5092 0.1752 7.0100 60.3689 7.0100 0.2443
3635o 0.6137 0.7658 0.6423 0.4074 0.5779 0.5008 0.6639 0.7546 0.7797 13.2771 15.0926 15.5934 0.0967
2217o 0.4011 1.4533 0.1434 0.2771 1.1543 0.0003 0.6909 0.7943 0.0019 24.1802 27.7992 0.0654 0.2540
2019o 0.0988 0.6050 0.0988 0.0000 0.3709 0.0000 0.0005 0.6131 0.0005 0.0147 18.3923 0.0147 0.0626
1918o 0.0557 0.2953 0.0557 0.0067 0.3077 0.0019 0.1209 1.0420 0.0339 13.2964 114.6157 3.7276 0.1873
1817o 0.1659 0.6781 0.1659 0.0856 0.9869 0.0188 0.5157 1.4553 0.1131 11.3444 32.0167 2.4890 0.2377
1009o 0.1729 0.4807 0.1729 0.0014 0.0630 0.0014 0.0083 0.1311 0.0083 0.4128 6.5575 0.4128 0.0262
0706o 0.1602 0.4453 0.1602 0.0064 0.1284 0.0064 0.0399 0.2884 0.0399 1.1974 8.6508 1.1974 0.0577
0604o 0.5134 1.4271 0.5134 0.0378 0.5591 0.0378 0.0737 0.3918 0.0737 4.1995 22.3313 4.1995 0.0784
0504o 0.1422 0.3952 0.1422 0.0051 0.1080 0.0051 0.0358 0.2732 0.0358 2.2569 17.2110 2.2569 0.0546
0403o 0.1344 0.7858 0.1344 0.0001 0.5800 0.0001 0.0004 0.7382 0.0004 0.0081 14.7633 0.0081 0.0753
0302o 0.2678 0.5945 0.7556 0.1190 0.9778 1.9573 0.4443 1.6447 2.5904 4.4433 16.4469 25.9044 0.2056
14a14bo 0.2701 0.3766 0.2768 0.7338 1.4839 0.8664 2.7171 3.9399 3.1304 27.1708 39.3991 31.3038 0.2762
*========================================================*
| 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 0.3952 0.4651 0.3952 1.2556 0.09606 34.904 0.3952 0.4651 0.3952 1.2556 0.09606 34.904 0.0000 0.0000 0.0000 None
5047 .002033 4.7303 .002033 4.7343 0.07119 9.9288 .002033 4.7303 .002033 4.7343 0.07119 9.9288 0.0000 0.0000 0.0000 None
5114b .001073 3.1733 .001073 3.1754 0.07733 9.9227 .001073 3.1733 .001073 3.1754 0.07733 9.9227 0.0000 0.0000 0.0000 None
4342 0.3746 0.3860 0.3746 1.1352 0.09659 39.903 0.3746 0.3860 0.3746 1.1352 0.09659 39.903 0.0000 0.0000 0.0000 None
3736 0.5607 21.403 0.5607 22.524 0.2999 14.700 0.5607 21.403 0.5607 22.524 0.2999 14.700 0.0000 0.0000 0.0000 None
3534 .002651 15.223 .002651 15.229 0.07822 9.9218 .002651 15.223 .002651 15.229 0.07822 9.9218 0.0000 0.0000 0.0000 None
3422 .007223 15.966 .007223 15.981 0.05830 9.9417 .007223 15.966 .007223 15.981 0.05830 9.9417 0.0000 0.0000 0.0000 None
3130 .001144 11.206 .001144 11.208 0.08098 19.919 .001144 11.206 .001144 11.208 0.08098 19.919 0.0000 0.0000 0.0000 None
3036 2.2652 38.042 2.2652 42.573 0.6762 19.324 2.2652 38.042 2.2652 42.573 0.6762 19.324 0.0000 0.0000 0.0000 None
2827 0.0000 1.5606 0.0000 1.5606 3.5375 11.462 0.0000 1.5606 0.0000 1.5606 3.5375 11.462 0.0000 0.0000 0.0000 None
2726 .007237 34.851 .007237 34.866 0.06643 19.934 .007237 34.851 .007237 34.866 0.06643 19.934 0.0000 0.0000 0.0000 None
2629 0.2611 10.008 0.2611 10.530 3.5765 16.423 0.2611 10.008 0.2611 10.530 3.5765 16.423 0.0000 0.0000 0.0000 None
2930 0.2522 17.334 0.2522 17.838 3.6067 16.393 0.2522 17.334 0.2522 17.838 3.6067 16.393 0.0000 0.0000 0.0000 None
L575 0.0000 7.8683 0.0000 7.8683 0.7675 19.232 0.0000 7.8683 0.0000 7.8683 0.7675 19.232 0.0000 0.0000 0.0000 None
2117 0.01062 33.209 0.01062 33.230 0.06685 9.9332 0.01062 33.209 0.01062 33.230 0.06685 9.9332 0.0000 0.0000 0.0000 None
1714B 11.208 44.832 2.4428 58.482 0.07579 23.535 11.208 44.832 2.4428 58.482 0.07579 23.535 0.0000 0.0000 0.0000 None
4514B 3.3543 18.520 0.2066 22.080 0.07853 21.440 3.3543 18.520 0.2066 22.080 0.07853 21.440 0.0000 0.0000 0.0000 None
14A13 3.5388 27.435 0.2676 31.241 6.9315 22.206 3.5388 27.435 0.2676 31.241 6.9315 22.206 0.0000 0.0000 0.0000 None
1312 0.8856 28.404 8.2414 37.531 12.126 35.629 0.8856 28.404 8.2414 37.531 12.126 35.629 0.0000 0.0000 0.0000 None
1211 0.0000 48.429 0.01855 48.448 12.191 31.324 0.0000 48.429 0.01855 48.448 12.191 31.324 0.0000 0.0000 0.0000 None
1103 9.3093 33.414 3.4945 46.218 13.784 40.016 9.3093 33.414 3.4945 46.218 13.784 40.016 0.0000 0.0000 0.0000 None
0912 .001984 14.566 .001984 14.570 0.08027 9.9197 .001984 14.566 .001984 14.570 0.08027 9.9197 0.0000 0.0000 0.0000 None
0811 .001622 12.844 .001622 12.847 0.08170 9.9183 .001622 12.844 .001622 12.847 0.08170 9.9183 0.0000 0.0000 0.0000 None
0201 4.5825 82.609 1.5809 88.772 15.452 40.012 4.5825 82.609 1.5809 88.772 15.452 40.012 0.0000 0.0000 0.0000 None
5248 0.3678 0.5263 0.3678 1.2620 0.09568 29.904 0.3678 0.5263 0.3678 1.2620 0.09568 29.904 0.0000 0.0000 0.0000 None
4845 .003697 6.8736 .003697 6.8810 0.06395 9.9360 .003697 6.8736 .003697 6.8810 0.06395 9.9360 0.0000 0.0000 0.0000 None
4250 1.8154 1.1279 1.8154 4.7587 0.09260 49.907 1.8154 1.1279 1.8154 4.7587 0.09260 49.907 0.0000 0.0000 0.0000 None
5338 1.7441 1.6624 1.7441 5.1506 0.09040 34.910 1.7441 1.6624 1.7441 5.1506 0.09040 34.910 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 3.3914 0.0000 3.3914 10.917 19.083 0.0000 3.3914 0.0000 3.3914 10.917 19.083 0.0000 0.0000 0.0000 None
4645o 0.06124 6.8864 .000378 6.9480 0.09806 19.311 0.06124 6.8864 .000378 6.9480 0.09806 19.311 0.0000 0.0000 0.0000 None
3836o 0.6987 24.128 0.6987 25.525 2.5394 17.461 0.6987 24.128 0.6987 25.525 2.5394 17.461 0.0000 0.0000 0.0000 None
3635o 2.4445 3.4675 3.0048 8.9167 0.08913 41.809 2.4445 3.4675 3.0048 8.9167 0.08913 41.809 0.0000 0.0000 0.0000 None
2217o 3.1543 13.139 .003052 16.296 0.09612 15.028 3.1543 13.139 .003052 16.296 0.09612 15.028 0.0000 0.0000 0.0000 None
2019o .000630 4.8307 .000630 4.8319 0.08436 9.9156 .000630 4.8307 .000630 4.8319 0.08436 9.9156 0.0000 0.0000 0.0000 None
1918o 0.2846 13.012 0.07976 13.376 5.7903 20.533 0.2846 13.012 0.07976 13.376 5.7903 20.533 0.0000 0.0000 0.0000 None
1817o 1.9690 22.708 0.4318 25.109 0.3462 21.416 1.9690 22.708 0.4318 25.109 0.3462 21.416 0.0000 0.0000 0.0000 None
1009o 0.01311 0.5789 0.01311 0.6051 1.8705 8.1295 0.01311 0.5789 0.01311 0.6051 1.8705 8.1295 0.0000 0.0000 0.0000 None
0706o 0.1072 2.1522 0.1072 2.3665 1.1159 8.8841 0.1072 2.1522 0.1072 2.3665 1.1159 8.8841 0.0000 0.0000 0.0000 None
0604o 0.2427 3.5869 0.2427 4.0723 0.6195 9.3805 0.2427 3.5869 0.2427 4.0723 0.6195 9.3805 0.0000 0.0000 0.0000 None
0504o 0.09279 1.9668 0.09279 2.1524 1.1887 8.8113 0.09279 1.9668 0.09279 2.1524 1.1887 8.8113 0.0000 0.0000 0.0000 None
0403o .000275 2.9257 .000275 2.9262 0.08924 9.9108 .000275 2.9257 .000275 2.9262 0.08924 9.9108 0.0000 0.0000 0.0000 None
0302o 2.3241 19.097 38.226 59.647 19.628 53.014 2.3241 19.097 38.226 59.647 19.628 53.014 0.0000 0.0000 0.0000 None
14a14bo 21.868 44.224 25.822 91.914 1.8283 56.166 21.868 44.224 25.822 91.914 1.8283 56.166 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 8.9254 7.0352 66.0000 17.5000 17.4039 17.4039 5.0000 17.4039 17.4039 5.0000 34.8079 34.8079
5047 5.7665 4.7117 47.0000 9.9000 9.8288 9.8288 9.8000 0.0288 0.0288 0.0000 9.8576 9.8576
5114b 4.8239 3.1281 50.0000 9.9000 9.8227 9.8227 9.8000 0.0227 0.0227 0.0000 9.8453 9.8453
4342 9.2236 7.3314 55.0000 20.0000 19.9034 19.9034 5.0000 19.9034 19.9034 5.0000 39.8068 39.8068
3736 7.0738 5.8793 50.0000 11.4000 11.1001 11.1001 7.9000 3.3001 3.3001 0.1000 14.4002 14.4002
3534 4.3764 4.2721 10.0000 9.9000 9.8218 9.8218 9.8000 0.0218 0.0218 0.0000 9.8436 9.8436
3422 4.2721 3.6551 40.0000 9.9000 9.8417 9.8417 9.8000 0.0417 0.0417 0.0000 9.8834 9.8834
3130 7.5267 5.8793 55.0000 19.9000 19.8190 19.8190 19.8000 0.0190 0.0190 0.0000 19.8380 19.8380
3036 5.8793 5.8685 18.0000 14.0000 13.3238 13.3238 8.1000 5.3238 5.3238 0.1000 18.6476 18.6476
2827 8.3878 6.7871 50.0000 11.4000 7.8625 7.8625 7.9000 0.0625 0.0625 0.1000 7.9250 7.9250
2726 6.7429 6.7457 10.0000 19.9000 19.8336 19.8336 19.8000 0.0336 0.0336 0.0000 19.8671 19.8671
2629 6.7457 6.5612 45.0000 14.0000 10.4235 10.4235 8.1000 2.4235 2.4235 0.1000 12.8470 12.8470
2930 6.5612 5.8793 48.0000 14.0000 10.3933 10.3933 8.1000 2.3933 2.3933 0.1000 12.7865 12.7865
L575 4.8383 3.6551 60.0000 10.0000 9.2325 9.2325 9.9000 9.2325 9.2325 9.9000 18.4649 18.4649
2117 3.1765 3.1764 10.0000 9.9000 9.8332 9.8332 9.8000 0.0332 0.0332 0.0000 9.8663 9.8663
1714B 3.1764 3.1281 28.0000 19.0000 18.9242 18.9242 8.1000 4.5350 4.5350 0.1000 23.4592 23.4592
4514B 3.6648 3.1281 24.0000 19.0000 18.9215 18.9215 8.1000 2.4400 2.4400 0.1000 21.3614 21.3614
14A13 2.7164 2.9267 10.0000 13.6000 6.6685 6.6685 1.6000 8.6064 8.6064 6.4000 15.2749 15.2749
1312 2.7164 2.5740 14.0000 19.0000 6.8740 6.8740 3.1000 16.6290 16.6290 6.6000 23.5030 23.5030
1211 2.5740 2.3704 37.0000 16.9000 4.7093 4.7093 5.5000 14.4243 14.4243 13.6000 19.1335 19.1335
1103 2.3704 2.0377 35.0000 33.1000 19.3156 19.3156 3.8000 6.9157 6.9157 3.9000 26.2313 26.2313
0912 3.5309 2.5740 55.0000 9.9000 9.8197 9.8197 9.8000 0.0197 0.0197 0.0000 9.8395 9.8395
0811 3.0545 2.3704 55.0000 9.9000 9.8183 9.8183 9.8000 0.0183 0.0183 0.0000 9.8366 9.8366
0201 1.9987 1.8820 10.0000 33.1000 17.6476 17.6476 3.8000 6.9124 6.9124 2.0000 24.5600 24.5600
5248 7.0352 4.8271 58.0000 15.0000 14.9043 14.9043 5.0000 14.9043 14.9043 5.0000 29.8086 29.8086
4845 4.6618 3.6648 60.0000 9.9000 9.8360 9.8360 9.8000 0.0360 0.0360 0.0000 9.8721 9.8721
4250 7.3314 5.7665 58.0000 25.0000 24.9074 24.9074 5.0000 24.9074 24.9074 5.0000 49.8148 49.8148
5338 8.5259 6.0998 78.0000 17.5000 17.4096 17.4096 5.0000 17.4096 17.4096 5.0000 34.8192 34.8192
3851 6.0998 4.8239 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.7117 4.1216 25.0000 19.0000 8.0828 8.0828 8.1000 0.0828 0.0828 0.1000 8.1656 8.1656
4645o 4.1216 3.6648 33.0000 19.0000 18.9019 18.9019 8.1000 0.3115 0.3115 0.1000 19.2134 19.2134
3836o 6.0998 5.8685 40.0000 14.0000 11.4606 11.4606 8.1000 3.4606 3.4606 0.1000 14.9213 14.9213
3635o 5.8685 5.2945 20.0000 19.6000 19.5109 19.5109 5.2000 22.2087 22.2087 6.5000 41.7196 41.7196
2217o 3.6551 3.2020 35.0000 11.0000 10.9039 10.9039 0.1000 4.0279 4.0279 4.0000 14.9318 14.9318
2019o 7.0373 6.0945 30.0000 9.9000 9.8156 9.8156 9.8000 0.0156 0.0156 0.0000 9.8313 9.8313
1918o 6.0944 3.2476 110.0000 19.0000 13.2097 13.2097 8.1000 1.5325 1.5325 0.1000 14.7422 14.7422
1817o 3.2476 3.1764 22.0000 19.0000 18.6538 18.6538 8.1000 2.4155 2.4155 0.1000 21.0693 21.0693
1009o 4.6225 3.5309 50.0000 7.5000 5.6295 5.6295 5.0000 0.6295 0.6295 0.0000 6.2590 6.2590
0706o 5.0390 4.5779 30.0000 7.5000 6.3841 6.3841 5.0000 1.3841 1.3841 0.0000 7.7682 7.7682
0604o 4.5779 2.8791 57.0000 7.5000 6.8805 6.8805 5.0000 1.8805 1.8805 0.0000 8.7611 8.7611
0504o 4.3316 2.8791 63.0000 7.5000 6.3113 6.3113 5.0000 1.3113 1.3113 0.0000 7.6226 7.6226
0403o 2.8791 2.0707 20.0000 9.9000 9.8108 9.8108 9.8000 0.0108 0.0108 0.0000 9.8215 9.8215
0302o 2.0377 1.9987 10.0000 37.0000 17.3724 17.3724 8.0000 16.0136 16.0136 0.0000 33.3861 33.3861
14a14bo 3.1281 2.9267 10.0000 28.0000 26.1717 26.1717 8.0000 28.1656 28.1656 8.0000 54.3373 54.3373
*=========================================================*
| 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 0.1456 165.6430 0.1999 0.9086 ## N54 8.9000 8.9254
5047 0.4646 633.2449 0.5531 4.1100 ## N53 8.5000 8.5259
5114b 0.1053 104.9329 0.4030 2.2764 ## N52 7.0000 7.0352
4342 0.1479 161.9623 0.2030 0.6706 ## N38 5.0000 6.0998
3736 0.1625 170.6858 0.7611 18.2812 ## N51 3.8000 4.8239
3534 1.5158 986.6541 0.8861 17.0905 ## N48 3.6000 4.6618
3422 1.5073 996.0641 0.7427 30.2166 ## N50 4.7000 5.7665
3130 0.2445 257.8044 0.4047 9.8997 ## N47 3.6000 4.7117
3024 0.4503 1224.3287 2.9634 8.2204 ## N46 3.0000 4.1216
3036 1.1417 297.8438 0.4034 51.7263 ## N45 2.5000 3.6648
2827 0.2813 288.5179 1.0990 0.6968 ## N43 9.2000 9.2236
2726 0.5636 349.5653 0.2314 25.8754 ## N42 7.3000 7.3314
2629 0.5662 409.4506 0.4006 59.7608 ## N37 7.0000 7.0738
2930 1.0007 885.3391 0.9702 22.6050 ## N36 4.4700 5.8685
2725 0.2604 448.8900 2.4023 3.3403 ## N35 3.2000 4.3764
2524 0.2531 443.6611 2.4513 6.0191 ## N34 4.1000 4.2721
2422 0.6609 1673.9116 2.3323 11.2256 ## N31 7.5000 7.5267
L575 0.5038 441.2878 0.5431 19.8303 ## N30 4.2000 5.8793
2117 0.2331 248.5898 0.4696 19.7533 ## N29 6.4000 6.5612
1714B 2.1058 1038.6023 0.5155 114.4953 ## N28 8.3000 8.3878
1716 2.0614 4374.8971 2.3722 26.0993 ## N27 5.3500 6.7429
1615 1.2171 3034.3028 2.7386 12.4760 ## N26 6.5000 6.7457
1614A 0.8486 1342.9497 1.9138 4.6313 ## N25 4.8700 5.7217
4514B 1.0569 1110.1568 0.9472 22.7803 ## N24 2.5900 4.2094
4515 0.1742 552.0876 2.4353 2.3088 ## N23 4.7000 4.8383
1502 1.3672 3588.2784 2.7087 50.1870 ## N22 1.8600 3.6551
14A13 -3.7427 -3629.5980 -0.6228 53.9502 ## N21 2.0000 3.1765
1312 3.7345 3638.0710 0.5737 97.8492 ## N20 6.0000 7.0373
1211 3.5341 3610.5779 0.3766 355.0932 ## N19 4.5000 6.0945
1103 3.7766 4292.8408 0.4321 300.7238 ## N18 1.9000 3.2476
0912 0.1091 43.4308 0.0615 47.1719 ## N17 1.7500 3.1764
0908 0.1334 214.7010 1.1953 5.5958 ## N16 1.3400 3.1790
0811 0.2282 120.9573 0.4103 33.5344 ## N15 1.2100 2.5040
0804 0.2369 330.8115 1.4798 8.1788 ## N14B 1.8000 3.1281
0201 6.1239 10206.7256 1.3704 72.9838 ## N14A 1.6000 2.9267
5248 0.2447 342.7565 0.3540 0.4849 ## N13 1.8600 2.7164
4845 0.3643 497.7061 0.3430 9.6460 ## N12 1.6800 2.5740
4250 0.3261 387.0661 0.1754 4.6017 ## N11 1.3400 2.3704
5338 0.1610 184.3392 0.1050 5.1778 ## N10 3.6000 4.6225
3851 0.0000 0.0000 0.0000 0.0812 ## N9 2.5000 3.5309
4746o 0.4757 380.9154 1.0462 2.3380 ## N8 2.0000 3.0545
4746u 0.1018 525.6959 1.4174 2.4302 ## N7 4.0000 5.0390
4645o 0.4716 394.8046 0.5985 8.6845 ## N6 3.5000 4.5779
4645u 0.0989 514.7569 1.3760 3.1969 ## N5 3.3000 4.3316
3836o 0.2355 432.6718 0.1321 50.0168 ## N4 1.7000 2.8791
3635o 1.4862 933.4858 0.6761 7.2583 ## N3 1.1000 2.0377
2217o 1.4317 886.2872 1.0378 29.0116 ## N2 1.0500 1.9987
2217u 1.0374 2400.5811 2.3369 16.1891 ## N1 0.9300 1.8820
2019o 0.3710 145.4014 0.7710 1.7518 ##
2019u 0.4212 641.4593 2.6332 4.8441 ##
1918o 0.3163 81.8203 0.2702 10.3143 ##
1918u 0.8522 1338.0561 2.9865 16.2568 ##
1817o 1.0912 954.3446 0.5804 45.3583 ##
1817u 0.6206 822.2880 2.1860 6.5123 ##
1009o 0.0659 16.5657 0.4450 0.2095 ##
1009u 0.1841 241.3748 1.6487 5.2329 ##
0706o 0.1412 73.7576 0.4026 1.7451 ##
0706u 0.0887 161.5908 1.2358 2.1556 ##
0604o 0.6348 385.2342 1.1792 1.4312 ##
0604u 0.3055 590.1083 2.7460 4.1790 ##
0504o 0.1182 49.9789 0.5042 1.1530 ##
0504u 0.1351 202.2996 1.8864 3.3416 ##
0403o 0.5802 190.0566 0.7851 1.2986 ##
0403u 1.1873 1863.6273 2.8699 9.2056 ##
0302o 3.0542 2264.7629 0.6641 46.2041 ##
0302u 0.7572 4102.8226 0.8401 26.7647 ##
14a14bo 3.0841 2029.8478 0.3965 82.3272 ##
14a14bu 0.1449 249.5133 2.0237 0.7223 ##
FREE # 1 6.1789 10209.4664 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 0.1456 165.6430
N50 N47 0.4646 633.2449
N51 N14B 0.1053 104.9329
N43 N42 0.1479 161.9623
N37 N30 0.1625 170.6858
N35 N34 1.5158 986.6541
N34 N22 1.5073 996.0641
N31 N30 0.2445 257.8044
N30 N24 0.4503 1224.3287
N30 N36 1.1417 297.8438
N28 N27 0.2813 288.5179
N27 N26 0.5636 349.5653
N26 N29 0.5662 409.4506
N29 N30 1.0007 885.3391
N27 N25 0.2604 448.8900
N25 N24 0.2531 443.6611
N24 N22 0.6609 1673.9116
N23 N22 0.5038 441.2878
N21 N17 0.2331 248.5898
N17 N14B 2.1058 1038.6023
N17 N16 2.0614 4374.8971
N16 N15 1.2171 3034.3028
N16 N14A 0.8486 1342.9497
N45 N14B 1.0569 1110.1568
N45 N15 0.1742 552.0876
N15 N2 1.3672 3588.2784
N13 N14A 3.7427 3629.5980
N13 N12 3.7345 3638.0710
N12 N11 3.5341 3610.5779
N11 N3 3.7766 4292.8408
N9 N12 0.1091 43.4308
N9 N8 0.1334 214.7010
N8 N11 0.2282 120.9573
N8 N4 0.2369 330.8115
N2 N1 6.1239 10206.7256
N52 N48 0.2447 342.7565
N48 N45 0.3643 497.7061
N42 N50 0.3261 387.0661
N53 N38 0.1610 184.3392
N47 N46 0.6786 906.6113
N46 N45 0.6679 909.5614
N38 N36 0.2355 432.6718
N36 N35 1.4862 933.4858
N22 N17 2.3818 3286.8684
N20 N19 0.6751 786.8607
N19 N18 1.1681 1419.8764
N18 N17 1.3625 The text continues on section 5.