Original source · versioned page text
e100y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:06.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 8 line(s) and found 5 items(s) from your cfg file.
Input File : C:\XPS\eagill\existing.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\Eagle\Flows.int
Input File to Layer # 2 C:\XPS\Eagle\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
$minlen=10.0 10.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 70
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 69
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 69
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 649
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 44
Number of Storage junctions in Extran (NVSE)........ 0
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 0
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 70
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 70
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
EAGLE DRIVE TEWANTIN
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 9.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 5
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 71.4000 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 1788 540 N54#2 1764 540 N52#1 1988 540
N52#2 3676 1080 N48#1 2000 540 N48#2 1764 540
N43#1 1768 540 N43#2 1768 540 N42#1 2008 540
N42#2 1764 540 N50#1 2008 540 N50#2 1764 540
N47#1 1792 540 N47#2 3540 1080 N45#1 1792 540
N45#2 3544 1080 N53#1 1708 540 N53#2 1768 540
N38#1 1776 540 N38#2 1760 540 N37#1 1776 540
N37#2 3556 1080 N31#1 1776 540 N31#2 3556 1080
N28#1 1776 540 N28#2 3556 1080 N27#1 1772 540
N27#2 3536 1080 N35#1 1788 540 N35#2 1788 540
N23#1 1772 540 N23#2 3564 1080 N22#1 1772 540
N22#2 1768 540 N21#1 1768 540 N21#2 3552 1080
N20#1 1752 540 N20#2 1712 540 N19#1 1780 540
N19#2 3524 1080 N18#1 1768 540 N18#2 3540 1080
N17#1 1780 540 N17#2 3632 1080 N10#1 1776 540
N10#2 1760 540 N8#1 1772 540 N8#2 1756 540
N7#1 1772 540 N7#2 1760 540 N6#1 1764 540
N6#2 1744 540 N5#1 1776 540 N5#2 1760 540
N4#1 1772 540 N4#2 1756 540 N11#1 1744 540
N11#2 3616 1080 N2#1 1768 540 N2#2 3544 1080
N26#1 1768 540 N26#2 1752 540 N29#1 1780 540
N29#2 3540 1080 N30#1 1780 540 N30#2 3564 1080
N36#1 1776 540 N36#2 3556 1080 N51#1 2008 540
N51#2 1768 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 71.4000 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 9.579738E+03 71.400
Total Infiltration 6.133922E+01 0.457
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 9.529501E+03 71.026
Total Water remaining in Surface Storage 3.373738E+00 0.025
Infiltration over the Pervious Area... 6.133922E+01 0.801
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 9.594214E+03 71.508
Total Precipitation + Initial Storage. 9.579738E+03 71.400
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............... -0.1511
****************************************************
* 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.............. 9.529501E+03 71.026
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.................. 9.493202E+03 70.755
Initial Storage + Inflow.................... 9.529501E+03 71.026
Final Storage + Outflow + Diverted GW....... 9.493202E+03 70.755
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.3824
##################################################
# 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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.66875 0.00000 70.67761 0.00000 70.67878
Total Losses (mm)...... 0.00000 0.71068 0.00000 0.70522 0.00000 0.70446
Remaining Depth (mm)... 0.00000 0.02057 0.00000 0.01717 0.00000 0.01676
Peak Runoff Rate (cms). 0.00000 0.16586 0.00000 0.16068 0.00000 0.15385
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.64366 0.00000 71.41703 71.73541 71.41667 0.00000
Peak Runoff Rate (cms). 0.00082 0.00000 0.00082 0.01646 0.00082 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.64366 0.00000 71.41703 71.73541 71.41667 0.00000
Peak Runoff Rate (cms). 0.00082 0.00002 0.00082 0.01646 0.00082 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) 71.64366 70.66875 71.41703 70.77281 71.41667 70.67878
Peak Runoff Rate (cms). 0.00082 0.16586 0.00082 0.17715 0.00082 0.15385
Unit Runoff (mm/hr).... 296.41863 284.00629 296.44942 287.07391 296.44942 286.40270
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.68496 0.00000 70.66436 0.00000 70.67569
Total Losses (mm)...... 0.00000 0.70031 0.00000 0.71320 0.00000 0.70644
Remaining Depth (mm)... 0.00000 0.01472 0.00000 0.02244 0.00000 0.01787
Peak Runoff Rate (cms). 0.00000 0.16483 0.00000 0.22516 0.00000 0.23849
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.49275 0.00000 71.42194 0.00000 71.44440 0.00000
Peak Runoff Rate (cms). 0.00080 0.00000 0.00082 0.00000 0.00082 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.49275 0.00000 71.42194 0.00000 71.44440 0.00000
Peak Runoff Rate (cms). 0.00080 0.00002 0.00082 0.00002 0.00082 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) 71.49275 70.68496 71.42194 70.66436 71.44440 70.67569
Peak Runoff Rate (cms). 0.00080 0.16483 0.00082 0.22516 0.00082 0.23849
Unit Runoff (mm/hr).... 290.77581 287.65474 296.73695 282.81362 297.22624 285.71332
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.62749 0.00000 70.63738 0.00000 70.68323
Total Losses (mm)...... 0.00000 0.72998 0.00000 0.72618 0.00000 0.70150
Remaining Depth (mm)... 0.00000 0.04253 0.00000 0.03644 0.00000 0.01527
Peak Runoff Rate (cms). 0.00000 0.20122 0.00000 0.18802 0.00000 0.18442
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.67268 71.62020 71.68385 71.63099 71.28249 0.00000
Peak Runoff Rate (cms). 0.02940 0.04850 0.02695 0.04468 0.00059 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.67268 71.62020 71.68385 71.63099 71.28249 0.00000
Peak Runoff Rate (cms). 0.02940 0.04850 0.02695 0.04468 0.00059 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) 71.67268 70.80618 71.68385 70.81623 71.28249 70.68323
Peak Runoff Rate (cms). 0.02940 0.24971 0.02695 0.23270 0.00059 0.18442
Unit Runoff (mm/hr).... 296.44183 274.68500 296.44541 277.86203 214.94182 287.32038
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.66213 0.00000 70.69196 0.00000 70.69522
Total Losses (mm)...... 0.00000 0.71444 0.00000 0.69534 0.00000 0.69293
Remaining Depth (mm)... 0.00000 0.02344 0.00000 0.01269 0.00000 0.01184
Peak Runoff Rate (cms). 0.00000 0.19433 0.00000 0.07242 0.00000 0.10993
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.52200 0.00000 71.52956 71.63524 71.52951 71.64014
Peak Runoff Rate (cms). 0.03484 0.00000 0.07304 0.03184 0.10712 0.04826
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.52200 0.00000 71.52956 71.63524 71.52951 71.64014
Peak Runoff Rate (cms). 0.03484 0.00099 0.07304 0.03184 0.10712 0.04826
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) 71.52200 70.66213 71.52956 70.97494 71.52951 70.97870
Peak Runoff Rate (cms). 0.03484 0.19433 0.07304 0.10426 0.10712 0.15819
Unit Runoff (mm/hr).... 294.08609 282.17402 294.58207 291.13419 294.57879 291.48780
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.69097 0.00000 70.64165 0.00000 70.81900
Total Losses (mm)...... 0.00000 0.69606 0.00000 0.72439 0.00000 0.57969
Remaining Depth (mm)... 0.00000 0.01296 0.00000 0.03396 0.00000 0.00131
Peak Runoff Rate (cms). 0.00000 0.13541 0.00000 0.22930 0.00000 0.01703
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.53018 71.66026 71.50170 71.55093 71.61543 0.00000
Peak Runoff Rate (cms). 0.12337 0.04634 0.16816 0.13249 0.04082 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.53018 71.66026 71.50170 71.55093 71.61543 0.00000
Peak Runoff Rate (cms). 0.12337 0.04634 0.16816 0.13249 0.04082 0.00116
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) 71.53018 70.93329 71.50170 70.95989 71.61543 70.81900
Peak Runoff Rate (cms). 0.12337 0.18175 0.16816 0.36178 0.04082 0.01703
Unit Runoff (mm/hr).... 294.61800 290.64507 292.07587 282.42736 296.35131 294.35297
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.74771 0.00000 70.68832 0.00000 70.70697
Total Losses (mm)...... 0.00000 0.64816 0.00000 0.69796 0.00000 0.68379
Remaining Depth (mm)... 0.00000 0.00413 0.00000 0.01371 0.00000 0.00924
Peak Runoff Rate (cms). 0.00000 0.21499 0.00000 0.16915 0.00000 0.11899
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.51079 71.60513 71.50287 0.00000 71.49275 71.55560
Peak Runoff Rate (cms). 0.00081 0.26532 0.00081 0.00000 0.00080 0.14782
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.51079 71.60513 71.50287 0.00000 71.49275 71.55560
Peak Runoff Rate (cms). 0.00081 0.26532 0.00081 0.00002 0.00080 0.14782
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) 71.51079 71.21929 71.50287 70.68832 71.49275 71.17372
Peak Runoff Rate (cms). 0.00081 0.48031 0.00081 0.16915 0.00080 0.26681
Unit Runoff (mm/hr).... 293.11727 295.01570 292.22523 288.26597 290.77581 293.49139
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.49987 0.00000 70.61455 0.00000 70.61583
Total Losses (mm)...... 0.00000 0.75580 0.00000 0.73432 0.00000 0.73392
Remaining Depth (mm)... 0.00000 0.14433 0.00000 0.05112 0.00000 0.05025
Peak Runoff Rate (cms). 0.00000 0.18890 0.00000 0.33498 0.00000 0.28267
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.42771 0.00000 71.55172 71.52921 71.48443 71.67964
Peak Runoff Rate (cms). 0.54529 0.00000 0.10095 0.20079 0.07172 0.03512
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.42771 0.00000 71.55172 71.52921 71.48443 71.67964
Peak Runoff Rate (cms). 0.54529 0.01544 0.10095 0.20079 0.07172 0.03512
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) 71.42771 70.49987 71.55172 70.93468 71.48443 70.72221
Peak Runoff Rate (cms). 0.54529 0.18890 0.10095 0.53577 0.07172 0.31778
Unit Runoff (mm/hr).... 271.52398 219.07641 295.52920 275.08903 289.28282 268.26910
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.66070 0.00000 70.66118 0.00000 70.64866
Total Losses (mm)...... 0.00000 0.71521 0.00000 0.71495 0.00000 0.72125
Remaining Depth (mm)... 0.00000 0.02409 0.00000 0.02387 0.00000 0.03009
Peak Runoff Rate (cms). 0.00000 0.07684 0.00000 0.08542 0.00000 0.07655
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.55935 71.72103 71.52206 0.00000 71.51280 0.00000
Peak Runoff Rate (cms). 0.02200 0.00898 0.18634 0.00000 0.17776 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.55935 71.72103 71.52206 0.00000 71.51280 0.00000
Peak Runoff Rate (cms). 0.02200 0.00898 0.18634 0.00528 0.17776 0.00503
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) 71.55935 70.76674 71.52206 70.66118 71.51280 70.64866
Peak Runoff Rate (cms). 0.02200 0.08582 0.18634 0.08542 0.17776 0.07655
Unit Runoff (mm/hr).... 295.73305 283.22504 294.08992 281.89791 293.31472 277.88270
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.65000 0.00000 70.58793 0.00000 70.65712
Total Losses (mm)...... 0.00000 0.72062 0.00000 0.74151 0.00000 0.71710
Remaining Depth (mm)... 0.00000 0.02938 0.00000 0.07055 0.00000 0.02578
Peak Runoff Rate (cms). 0.00000 0.07514 0.00000 0.20584 0.00000 0.07964
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.51015 0.00000 71.46695 0.00000 71.51765 0.00000
Peak Runoff Rate (cms). 0.16953 0.00000 0.53968 0.00000 0.18207 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.51015 0.00000 71.46695 0.00000 71.51765 0.00000
Peak Runoff Rate (cms). 0.16953 0.00480 0.53968 0.01528 0.18207 0.00516
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) 71.51015 70.65000 71.46695 70.58793 71.51765 70.65712
Peak Runoff Rate (cms). 0.16953 0.07514 0.53968 0.20584 0.18207 0.07964
Unit Runoff (mm/hr).... 293.05245 278.34193 285.16130 253.28542 293.74636 280.66289
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.64816 0.00000 70.62093 0.00000 70.62730
Total Losses (mm)...... 0.00000 0.72148 0.00000 0.73226 0.00000 0.73005
Remaining Depth (mm)... 0.00000 0.03035 0.00000 0.04681 0.00000 0.04266
Peak Runoff Rate (cms). 0.00000 0.14842 0.00000 0.54322 0.00000 0.22078
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.50943 0.00000 71.38802 71.70675 71.49275 71.69070
Peak Runoff Rate (cms). 0.36642 0.00000 0.00070 0.05240 0.00080 0.02695
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.50943 0.00000 71.38802 71.70675 71.49275 71.69070
Peak Runoff Rate (cms). 0.36642 0.01038 0.00070 0.05240 0.00080 0.02695
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) 71.50943 70.64816 71.38802 70.70779 71.49275 70.73364
Peak Runoff Rate (cms). 0.36642 0.14842 0.00070 0.59562 0.00080 0.24773
Unit Runoff (mm/hr).... 292.97830 277.71149 254.84800 269.59045 290.77581 272.50848
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).... 71.40000 71.40000 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.62527 0.00000 70.65876 0.00000 70.71051
Total Losses (mm)...... 0.00000 0.73077 0.00000 0.71624 0.00000 0.68091
Remaining Depth (mm)... 0.00000 0.04396 0.00000 0.02500 0.00000 0.00858
Peak Runoff Rate (cms). 0.00000 0.02594 0.00000 0.22462 0.00000 0.08726
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.49304 0.00000 71.54661 71.54365 71.55813 71.67834
Peak Runoff Rate (cms). 0.01843 0.00000 0.10740 0.17081 0.07494 0.03285
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.49304 0.00000 71.54661 71.54365 71.55813 71.67834
Peak Runoff Rate (cms). 0.01843 0.00052 0.10740 0.17081 0.07494 0.03285
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) 71.49304 70.62527 71.54661 71.03041 71.55813 70.97182
Peak Runoff Rate (cms). 0.01843 0.02594 0.10740 0.39543 0.07494 0.12012
Unit Runoff (mm/hr).... 290.82221 269.02842 295.36359 287.08626 295.70360 292.63742
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).... 71.40000 71.40000 71.40000 71.40000
Max Intensity (mm/hr).. 294.00000 294.00000 294.00000 294.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.68855 0.00000 70.69428
Total Losses (mm)...... 0.00000 0.69780 0.00000 0.69363
Remaining Depth (mm)... 0.00000 0.01365 0.00000 0.01208
Peak Runoff Rate (cms). 0.00000 0.09856 0.00000 0.11394
Total Impervious Area
---------------------
Total Runoff Depth (mm) 71.53165 71.64563 71.40871 0.00000
Peak Runoff Rate (cms). 0.08524 0.03748 0.00082 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 71.53165 71.64563 71.40871 0.00000
Peak Runoff Rate (cms). 0.08524 0.03748 0.00082 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) 71.53165 70.94697 71.40871 70.69428
Peak Runoff Rate (cms). 0.08524 0.13604 0.00082 0.11394
Unit Runoff (mm/hr).... 294.70027 290.49754 296.44942 289.23649
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.
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 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| |
| |
| |
| |
| |
| |
| |
320.000 = =
| |
| |
| ################## |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
240.000 = # # =
| ################# # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
| # # |
160.000 = # # =
################## # |
# # |
# # |
# # |
# # |
# # |
# # |
# ################## |
# ################# |
80.000 # # =
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE TEWANTIN
EXISTING CASE - 1 YEAR -
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 66.0 meters. Maximum Elevation : 8.59 meters.
Main Channel Length : 66.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 66.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 55.0 meters. Maximum Elevation : 8.19 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 7.62 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 15.0 Max Topwidth : 39.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 4.02E+01 m
" " : 0.045 Beyond Station 25.0 Max left bank area : 2.83 m^2
Max right bank area : 2.83 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.90 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 5248
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 5.72 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 10.0 Max Topwidth : 29.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.02E+01 m
" " : 0.045 Beyond Station 20.0 Max left bank area : 1.88 m^2
Max right bank area : 1.88 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4845
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4250
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 9.52 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 20.0 Max Topwidth : 49.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 5.02E+01 m
" " : 0.045 Beyond Station 30.0 Max left bank area : 3.78 m^2
Max right bank area : 3.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5338
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 78.0 meters. Maximum Elevation : 7.69 meters.
Main Channel Length : 78.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 78.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3851
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 42.0 meters. Maximum Elevation : 5.69 meters.
Main Channel Length : 42.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 42.0 meters. Maximum Section Area : 3.82 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 5.0 Max Topwidth : 19.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.02E+01 m
" " : 0.045 Beyond Station 15.0 Max left bank area : 0.93 m^2
Max right bank area : 0.93 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 20.0 meters. Maximum Elevation : 6.17 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 14.87 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.86 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 5.01 m^2
Max right bank area : 5.55 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.30 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14a14bo
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 66.0000 Natural 6.6692 0.0450 34.8760 0.2000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 4342 55.0000 Natural 7.6192 0.0450 39.8760 0.2000
5 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
6 3534 10.0000 Natural 3.9400 0.0350 9.9000 0.4000
7 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
8 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
9 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
10 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
11 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
12 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
13 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
14 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
15 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
16 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
17 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
18 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
19 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
20 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
21 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
22 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
23 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
24 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
25 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
26 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
27 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
28 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
29 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
30 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
31 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
32 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
33 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
34 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
35 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
36 5248 58.0000 Natural 5.7192 0.0450 29.8760 0.2000
37 4845 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
38 4250 58.0000 Natural 9.5192 0.0450 49.8760 0.2000
39 5338 78.0000 Natural 6.6692 0.0450 34.8760 0.2000
40 3851 42.0000 Natural 3.8192 0.0450 19.8760 0.2000
41 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
42 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
43 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
44 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
45 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
46 3635o 20.0000 Natural 14.8725 0.0350 41.8623 0.4000
47 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
48 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
49 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
50 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
51 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
52 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
53 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
54 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
55 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
56 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
57 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
58 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
59 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
60 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
61 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
62 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
63 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
64 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
65 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
66 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
67 14a14bo 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
68 14a14bu 10.0000 Circular 0.0707 0.0130 0.3000 0.3000
Total length of all conduits .... 2717.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5453 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4342 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5248 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4250 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5338 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14a14bu 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.10
5047 0.15
5114b 0.14
4342 0.12
3736 0.17
3534 0.99
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5248 0.12
4845 0.12
4250 0.12
5338 0.09
3851 0.16
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
3836o 0.19
3635o 0.47
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14a14bo 0.98
14a14bu 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.2518E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.1000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.7000 8.5000 0.0000 0.0000 100.0000
3 N52 10.0000 7.2000 7.0000 0.0000 0.0000 100.0000
4 N38 10.0000 6.4000 5.0000 0.0000 0.0000 100.0000
5 N51 10.0000 5.0000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
7 N50 10.0000 5.9000 4.7000 0.0000 0.0000 100.0000
8 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
9 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
10 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
11 N43 10.0000 9.4000 9.2000 0.0000 0.0000 100.0000
12 N42 10.0000 7.5000 7.3000 0.0000 0.0000 100.0000
13 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
14 N36 10.0000 6.1700 4.4700 0.0000 0.0000 100.0000
15 N35 10.0000 5.6000 3.2000 0.0000 0.0000 100.0000
16 N34 10.0000 4.5000 4.1000 0.0000 0.0000 100.0000
17 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
18 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
19 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
20 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
21 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
22 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
23 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
24 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
25 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
26 N22 10.0000 3.9000 1.8600 0.0000 0.0000 100.0000
27 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
28 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
29 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
30 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
31 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
32 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
33 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
34 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
35 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
36 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
37 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
38 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
39 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
40 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
41 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
42 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
43 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
44 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
45 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
46 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
47 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
48 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160933.7350 21464.0650 No Ponding Normal 0 0.0000
2 N53 -161132.8250 14803.0350 No Ponding Normal 0 0.0000
3 N52 -168049.5300 21557.1050 No Ponding Normal 0 0.0000
4 N38 -171342.0350 13776.1850 No Ponding Normal 0 0.0000
5 N51 -183391.7200 13671.2150 No Ponding Normal 0 0.0000
6 N48 -176025.4150 19815.8450 No Ponding Normal 0 0.0000
7 N50 -177291.3350 28776.7250 No Ponding Normal 0 0.0000
8 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
9 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
10 N45 -183781.4150 18191.7850 No Ponding Normal 0 0.0000
11 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
12 N42 -168854.7100 30176.4750 No Ponding Normal 0 0.0000
13 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
14 N36 -171002.6100 8477.4020 No Ponding Normal 0 0.0000
15 N35 -176413.7050 7885.9300 No Ponding Normal 0 0.0000
16 N34 -180869.7350 7741.9235 No Ponding Normal 0 0.0000
17 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
18 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
19 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
20 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
21 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
22 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
23 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
24 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
25 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
26 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
27 N21 -185150.2150 10420.6175 No Ponding Normal 0 0.0000
28 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
29 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
30 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
31 N17 -189367.5450 11390.8700 No Ponding Normal 0 0.0000
32 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
33 N15 -194635.3350 18302.1200 No Ponding Normal 0 0.0000
34 N14B -191784.3100 13315.6200 No Ponding Normal 0 0.0000
35 N14A -195516.3200 13900.7250 No Ponding Normal 0 0.0000
36 N13 -199544.1450 14155.5750 No Ponding Normal 0 0.0000
37 N12 -202640.9100 14379.8100 No Ponding Normal 0 0.0000
38 N11 -207024.4300 14873.4250 No Ponding Normal 0 0.0000
39 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
40 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
41 N8 -207636.5450 6126.5595 No Ponding Normal 0 0.0000
42 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
43 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
44 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
45 N4 -211049.3300 11314.7800 No Ponding Normal 0 0.0000
46 N3 -210711.3350 16862.2550 No Ponding Normal 0 0.0000
47 N2 -213577.0250 20559.9200 No Ponding Normal 0 0.0000
48 N1 -214633.7250 25034.5200 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N52 8.9000 7.0000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 5114b N51 N14B 4.8000 3.0000 No Design
4 4342 N43 N42 9.2000 7.3000 No Design
5 3736 N37 N30 7.0000 5.5200 No Design
6 3534 N35 N34 4.2000 4.1000 No Design
7 3422 N34 N22 4.1000 3.4000 No Design
8 3130 N31 N30 7.5000 5.7000 No Design
9 3024 N30 N24 4.2000 2.8600 No Design
10 3036 N30 N36 5.6200 5.5200 No Design
11 2827 N28 N27 8.3000 6.7000 No Design
12 2726 N27 N26 6.7000 6.5000 No Design
13 2629 N26 N29 6.5000 6.4000 No Design
14 2930 N29 N30 6.4000 5.6200 No Design
15 2725 N27 N25 5.3500 4.8700 No Design
16 2524 N25 N24 4.8700 2.8600 No Design
17 2422 N24 N22 2.5900 1.8600 No Design
18 L575 N23 N22 4.7000 3.4000 No Design
19 2117 N21 N17 3.0000 2.9500 No Design
20 1714B N17 N14B 2.8500 2.8000 No Design
21 1716 N17 N16 1.7500 1.3500 No Design
22 1615 N16 N15 1.3400 1.2100 No Design
23 1614A N16 N14A 1.6500 1.6000 No Design
24 4514B N45 N14B 3.5000 2.8500 No Design
25 4515 N45 N15 2.5000 1.2100 No Design
26 1502 N15 N2 1.2100 1.0500 No Design
27 14A13 N13 N14A 1.8600 1.6000 No Design
28 1312 N13 N12 1.8600 1.6800 No Design
29 1211 N12 N11 1.6800 1.3400 No Design
30 1103 N11 N3 1.3400 1.1000 No Design
31 0912 N9 N12 3.5000 2.0000 No Design
32 0908 N9 N8 2.5000 2.0000 No Design
33 0811 N8 N11 3.0000 2.0000 No Design
34 0804 N8 N4 2.0000 1.7000 No Design
35 0201 N2 N1 1.0500 0.9300 No Design
36 5248 N52 N48 7.0000 4.8000 No Design
37 4845 N48 N45 4.6000 3.5000 No Design
38 4250 N42 N50 7.3000 5.7000 No Design
39 5338 N53 N38 8.5000 6.0000 No Design
40 3851 N38 N51 6.1500 4.8000 No Design
41 4746o N47 N46 4.6000 4.0000 No Design
42 4746u N47 N46 3.6000 3.0000 No Design
43 4645o N46 N45 4.0000 3.5000 No Design
44 4645u N46 N45 3.0000 2.5000 No Design
45 3836o N38 N36 6.0000 5.5200 No Design
46 3635o N36 N35 5.7700 5.2000 No Design
47 2217o N22 N17 3.4000 2.9500 No Design
48 2217u N22 N17 1.8600 1.7500 No Design
49 2019o N20 N19 7.0000 6.0000 No Design
50 2019u N20 N19 6.0000 4.5000 No Design
51 1918o N19 N18 6.0000 3.0000 No Design
52 1918u N19 N18 4.5000 1.9000 No Design
53 1817o N18 N17 3.0000 2.9500 No Design
54 1817u N18 N17 1.9000 1.7500 No Design
55 1009o N10 N9 4.6000 3.5000 No Design
56 1009u N10 N9 3.6000 2.5000 No Design
57 0706o N7 N6 5.0000 4.5000 No Design
58 0706u N7 N6 4.0000 3.5000 No Design
59 0604o N6 N4 4.5000 2.8000 No Design
60 0604u N6 N4 3.5000 1.7000 No Design
61 0504o N5 N4 4.3000 2.8000 No Design
62 0504u N5 N4 3.3000 1.7000 No Design
63 0403o N4 N3 2.8000 2.0000 No Design
64 0403u N4 N3 1.7000 1.1000 No Design
65 0302o N3 N2 1.8200 1.8100 No Design
66 0302u N3 N2 1.1000 1.0500 No Design
67 14a14bo N14B N14A 2.9900 2.5000 No Design
68 14a14bu N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE TEWANTIN
EXISTING CASE
Title from immediately preceding computational layer
EAGLE DRIVE TEWANTIN
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 35
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.15
#################################################
# Element numbers of interface inlet locations: #
#################################################
N54 N52 N48 N43 N42 N50 N47
N45 N53 N38 N37 N31 N28 N27
N35 N23 N22 N21 N20 N19 N18
N17 N10 N8 N7 N6 N5 N4
N11 N2 N26 N29 N30 N36 N51
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file Section 3
was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 8.2971 0.0288
5047 2.8812 0.0234
5114b 3.5733 0.0360
4342 10.3858 0.0345
3736 14.9983 0.0296
3534 5.8173 0.0100
3422 6.0122 0.0175
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
5248 8.1651 0.0379
4845 2.5500 0.0183
4250 11.5986 0.0276
5338 8.7547 0.0321
3851 5.0145 0.0321
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
3836o 9.9729 0.0120
3635o 35.6736 0.0285
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14a14bo 75.9084 0.0490
14a14bu 0.1368 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 8.50 N52/ 0.00 / 7.00
N38/ 0.00 / 5.00 N51/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50/ 0.00 / 4.70 N47/ 0.00 / 3.60 N46/ 0.00 / 3.00
N45/ 0.00 / 2.50 N43/ 0.00 / 9.20 N42/ 0.00 / 7.30
N37/ 0.00 / 7.00 N36/ 0.00 / 4.47 N35/ 0.00 / 3.20
N34/ 0.00 / 4.10 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.00/ 7.00 5047/ 3.60/ 3.60 5114b/ 1.80/ 1.80
4342/ 7.30/ 7.30 3736/ 4.20/ 4.20 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 5248/ 3.60/ 3.60
4845/ 2.50/ 2.50 4250/ 4.70/ 4.70 5338/ 5.00/ 5.00
3851/ 3.80/ 3.80 4746o/ 3.00/ 3.00 4746u/ 3.00/ 3.00
4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50 3836o/ 4.47/ 4.47
3635o/ 3.20/ 3.20 2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75
2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90
1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75
1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50
0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70
0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10
0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 32.3456 50.0000 20.0000
N53 24.7166 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 1.1572 2.8929 20.0000
N51 1.6104 4.0261 15.0000
N48 1.4987 3.7468 5.0000
N50 1.2056 3.0139 5.0000
N47 0.6923 1.7307 320.0000
N46 0.9260 2.3151 65.0000
N45 1.0490 2.6225 19000.0000
N43 27.1371 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 14.3495 35.8738 0.0000
N36 0.9803 2.4509 10.0000
N35 1.4777 3.6944 15.0000
N34 50.0000 50.0000 0.0000
N31 9.6687 24.1718 0.0000
N30 0.1452 0.3629 50.0000
N29 33.1805 50.0000 0.0000
N28 8.6606 21.6514 0.0000
N27 1.7005 4.2513 325.0000
N26 34.4765 50.0000 0.0000
N25 2.2031 5.5077 5.0000
N24 0.8008 2.0020 10.0000
N23 3.7710 9.4275 5.0000
N22 0.1237 0.3093 95.0000
N21 0.9046 2.2615 60.0000
N20 0.4979 1.2447 130.0000
N19 0.2154 0.5386 560.0000
N18 1.9515 4.8788 10.0000
N17 1.4843 3.7108 10.0000
N16 1.6397 4.0992 15.0000
N15 5.5392 13.8481 0.0000
N14B 0.4009 1.0022 285.0000
N14A 6.2966 15.7415 0.0000
N13 9.0139 22.5347 0.0000
N12 18.4688 46.1719 0.0000
N11 11.1703 27.9258 0.0000
N10 1.1603 2.9007 200.0000
N9 1.3553 3.3882 145.0000
N8 1.0170 2.5424 15.0000
N7 0.9446 2.3614 35.0000
N6 0.5555 1.3888 10.0000
N5 1.4139 3.5347 115.0000
N4 1.7369 4.3422 45.0000
N3 21.3740 50.0000 0.0000
N2 23.3458 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 2.6667 -0.0010 0.0383 Normal Soln
5047 31.1330 31.1330 50.0000 0.0000 0.0026 0.3546 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0078 0.0685 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 -0.0012 0.0310 Normal Soln
3736 34.6782 34.6782 50.0000 0.0000 0.0025 0.0237 Normal Soln
3534 4.3784 4.3784 10.7539 0.0000 0.0167 0.5903 Normal Soln
3422 17.7621 17.7621 50.0000 0.0000 0.0232 0.5696 Normal Soln
3130 49.2563 49.2563 50.0000 0.0000 -0.0045 0.0473 Normal Soln
3024 7.3620 7.3620 17.2448 0.0000 -0.0176 2.2814 Normal Soln
3036 10.5437 10.5437 40.7487 0.0000 0.0168 0.5462 Normal Soln
2827 28.0024 28.0024 44.6638 0.0000 -0.0027 0.0390 Normal Soln
2726 7.0973 7.0973 41.4991 0.0000 -0.0133 0.0912 Normal Soln
2629 30.3842 30.3842 50.0000 0.0000 -0.0043 0.5135 Normal Soln
2930 26.5897 26.5897 48.8562 0.0000 -0.0073 0.1890 Normal Soln
2725 4.9575 4.9575 12.4353 0.0000 0.0054 2.4065 Normal Soln
2524 14.3842 14.3842 32.7364 0.0000 0.0053 2.1236 Normal Soln
2422 6.2544 6.2544 16.9789 0.0000 0.0539 2.1333 Normal Soln
L575 43.6641 43.6641 50.0000 0.0000 -0.0066 0.2418 Normal Soln
2117 6.5544 6.5544 20.7743 0.0000 -0.0047 0.0791 Normal Soln
1714B 14.4847 14.4847 48.0695 0.0000 -0.0596 0.7518 Normal Soln
1716 4.6177 4.6177 12.6167 0.0000 0.0807 1.5292 Normal Soln
1615 3.9174 3.9174 9.8491 0.0000 0.0318 3.5754 Normal Soln
1614A 1.7706 1.7706 5.2310 27.9167 -0.0154 3.4477 Normal Soln
4514B 15.2359 15.2359 25.6819 0.0000 0.0297 0.0980 Normal Soln
4515 5.6926 5.6926 13.1350 0.0000 0.0085 2.1709 Normal Soln
1502 15.1097 15.1097 33.1733 0.0000 0.0287 4.8087 Normal Soln
14A13 3.7798 3.7798 15.2088 0.0000 0.0304 0.5288 Normal Soln
1312 6.1058 6.1058 23.4608 0.0000 0.0330 0.5464 Normal Soln
1211 14.1154 14.1154 50.0000 0.0000 0.0256 0.3714 Normal Soln
1103 15.6560 15.6560 50.0000 0.0000 0.0205 0.2494 Normal Soln
0912 28.6302 28.6302 50.0000 0.0000 -0.0028 0.0345 Normal Soln
0908 11.3581 11.3581 41.6886 0.0000 0.0046 2.2029 Normal Soln
0811 30.3779 30.3779 50.0000 0.0000 0.0047 0.0822 Normal Soln
0804 10.8740 10.8740 34.2492 0.0000 0.0041 2.9003 Normal Soln
0201 3.0582 3.0582 7.3181 321.4167 -0.2246 0.1120 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0016 0.0756 Normal Soln
4845 42.6604 42.6604 50.0000 0.0000 0.0031 0.3148 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0018 0.0610 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0012 0.0399 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 13.3640 13.3640 22.9866 0.0000 0.0056 0.0623 Normal Soln
4746u 5.2807 5.2807 17.6151 0.0000 -0.0038 1.8527 Normal Soln
4645o 23.4022 23.4022 50.0000 0.0000 0.0058 0.0674 Normal Soln
4645u 6.9400 6.9400 23.9922 0.0000 0.0059 2.7799 Normal Soln
3836o 29.7554 29.7554 50.0000 0.0000 0.0021 0.0532 Normal Soln
3635o 13.7404 13.7404 28.1678 0.0000 0.0215 0.0947 Normal Soln
2217o 16.8362 16.8362 33.8039 0.0000 0.0187 0.2458 Normal Soln
2217u 5.5244 5.5244 15.0940 0.0000 -0.0587 4.1817 Normal Soln
2019o 20.6530 20.6530 39.6592 0.0000 0.0066 0.0730 Normal Soln
2019u 5.1295 5.1295 11.2766 0.0000 0.0170 1.6727 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0072 0.0464 Normal Soln
1918u 15.8165 15.8165 36.8061 0.0000 0.0100 2.0733 Normal Soln
1817o 14.1034 14.1034 37.8072 0.0000 0.0089 0.2694 Normal Soln
1817u 3.9991 3.9991 10.0470 0.0000 0.0158 3.4723 Normal Soln
1009o 49.4655 49.4655 50.0000 0.0000 -0.0032 0.0206 Normal Soln
1009u 10.3465 10.3465 30.3079 0.0000 0.0036 1.7518 Normal Soln
0706o 27.2246 27.2246 50.0000 0.0000 0.0067 0.0451 Normal Soln
0706u 6.7634 6.7634 24.2601 0.0000 0.0027 2.1108 Normal Soln
0604o 28.7628 28.7628 47.8768 0.0000 -0.0093 0.1471 Normal Soln
0604u 9.6930 9.6930 20.7917 0.0000 -0.0054 2.2177 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0044 0.0324 Normal Soln
0504u 12.3511 12.3511 33.4170 0.0000 0.0025 2.0001 Normal Soln
0403o 11.3526 11.3526 23.5402 0.0000 -0.0112 0.1563 Normal Soln
0403u 3.2346 3.2346 6.9220 0.3333 0.0144 1.2447 Normal Soln
0302o 5.5081 5.5081 15.1391 0.0000 0.0216 2.5904 Normal Soln
0302u 2.7143 2.7143 11.8835 0.0000 0.0076 0.7036 Normal Soln
14a14bo 5.5174 5.5174 25.2086 0.0000 0.0346 0.0977 Normal Soln
14a14bu 1.8659 1.8659 4.9295 7.6667 -0.0143 3.4988 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/ 0.01 / 1.87/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.01 / 1.35/ N15/ 0.03 / 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/ 0.41 /
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/ 0.18 / 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/ 0.16 /
4645o/ 0.00 / 4645u/ 0.10 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.19 /
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/ 0.27 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.33 / 5047/ 0.21 / 5114b/ 0.05 /
4342/ 0.23 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.18 /
3036/ 3.17 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.46 / 2930/ 0.20 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.04 /
2117/ 0.03 / 1714B/ 1.78 / 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/ 0.06 / 0908/ 0.15 / 0811/ 0.25 /
0804/ 0.18 / 0201/ 0.25 / 5248/ 0.28 /
4845/ 0.20 / 4250/ 0.32 / 5338/ 1.42 /
3851/ 0.03 / 4746o/ 0.00 / 4746u/ 0.12 /
4645o/ 0.05 / 4645u/ 0.12 / 3836o/ 3.22 /
3635o/ 0.01 / 2217o/ 0.20 / 2217u/ 0.29 /
2019o/ 0.52 / 2019u/ 0.18 / 1918o/ 0.07 /
1918u/ 0.24 / 1817o/ 0.19 / 1817u/ 0.24 /
1009o/ 0.03 / 1009u/ 0.15 / 0706o/ 0.10 /
0706u/ 0.12 / 0604o/ 0.20 / 0604u/ 0.15 /
0504o/ 0.14 / 0504u/ 0.12 / 0403o/ 0.09 /
0403u/ 0.29 / 0302o/ 0.32 / 0302u/ 1.50 /
14a14bo/ 0.01 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.00 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.00 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.28 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.02 / N15/ 0.03 /
N14B/ 1.20 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.01 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.01 /
N3/ 0.00 / N2/ 0.02 / 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/ 8.13 / 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/ 1.03 / N48/ 1.07 /
N50/ 1.07 / N47/ 1.12 / N46/ 1.13 /
N45/ 1.17 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.08 / N36/ 1.40 / N35/ 1.19 /
N34/ 0.19 / N31/ 0.03 / N30/ 1.69 /
N29/ 0.17 / N28/ 0.09 / N27/ 1.40 /
N26/ 0.26 / N25/ 0.86 / N24/ 1.63 /
N23/ 0.14 / N22/ 1.81 / N21/ 1.20 /
N20/ 1.04 / N19/ 1.61 / N18/ 1.36 /
N17/ 1.45 / N16/ 1.85 / N15/ 1.31 /
N14B/ 1.34 / N14A/ 1.37 / N13/ 0.88 /
N12/ 0.94 / N11/ 1.07 / N10/ 1.03 /
N9/ 1.03 / N8/ 1.06 / N7/ 1.04 /
N6/ 1.08 / N5/ 1.03 / N4/ 1.19 /
N3/ 0.97 / N2/ 0.98 / N1/ 0.98 /
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/ 0.10 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.40 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.16 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.13 / 5248/ 0.06 /
4845/ 0.09 / 4250/ 0.07 / 5338/ 0.44 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.38 /
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/ 0.01 /
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/ 1.87 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.35/
1615/ 1.35/ 1.24 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/ 1.87/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.06/ 1.06 0302u/ 1.10/ 1.06/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 7326
Total number of time steps during simulation.... 5489
Ratio of actual # of time steps / NTCYC......... 1.271
Average number of iterations per time step...... 1.335
Average time step size(seconds)................ 3.935
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.642
Average minimum implicit time step (sec)........ 1.338
Average minimum junction time step (sec)........ 1.338
Average Courant Factor Tf....................... 1.338
Number of times omega reduced................... 83
*=========================================================*
| 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 1.14 6234 0 6 0 0 0
N53 0 1.14 6269 0 5 0 0 0
N52 0 1.28 7014 0 9 0 0 0
N38 0 1.19 6552 0 13 2 0 0
N51 0 1.10 6025 1 25 1 1 0
N48 0 1.31 7177 1 22 1 0 0
N50 0 1.34 7331 1 23 1 0 0
N47 0 1.39 7651 0 15 1 0 0
N46 0 1.43 7832 1 6 0 0 0
N45 0 1.53 8387 1 16 1 0 0
N43 0 1.13 6227 0 5 0 0 0
N42 0 1.30 7128 0 11 1 0 0
N37 0 1.14 6250 0 6 0 0 0
N36 0 1.62 8877 0 13 2 0 0
N35 0 1.44 7900 1 15 1 0 0
N34 0 1.35 7427 0 7 0 0 0
N31 0 1.18 6482 0 10 1 0 0
N30 0 1.59 8711 3 20 2 0 0
N29 0 1.43 7874 0 7 0 0 0
N28 0 1.17 6420 3 8 0 0 0
N27 0 1.48 8098 0 17 1 0 0
N26 0 1.34 7359 0 6 0 0 0
N25 0 1.19 6533 0 7 0 0 0
N24 0 1.28 7012 0 8 0 0 0
N23 0 1.27 6953 0 7 0 0 0
N22 0 1.61 8856 39 22 5 0 0
N21 0 1.49 8157 0 19 1 0 0
N20 0 1.38 7560 2 24 2 0 0
N19 0 1.53 8401 1 12 2 0 0
N18 0 1.58 8682 0 15 1 0 0
N17 0 1.98 10866 2 13 3 0 0
N16 0 1.47 8064 1 13 6 0 0
N15 0 1.27 6988 0 8 0 0 0
N14B 0 1.80 9870 0 13 1 0 0
N14A 0 1.68 9203 1 15 19 0 0
N13 0 1.63 8929 2 8 0 0 0
N12 0 1.58 8656 0 7 0 0 0
N11 0 1.64 8981 0 11 1 0 0
N10 0 1.21 6616 0 6 0 0 0
N9 0 1.35 7423 1 12 1 0 0
N8 0 1.37 7521 1 17 1 0 0
N7 0 1.20 6609 0 6 0 0 0
N6 0 1.44 7912 7 20 3 0 0
N5 0 1.20 6603 1 23 1 0 0
N4 0 1.64 9011 0 14 1 0 0
N3 0 1.96 10738 0 9 0 0 0
N2 0 1.81 9961 0 8 0 0 0
N1 0 1.54 8438 13 22 7 0 0
Total number of iterations for all junctions.. 373768
Minimum number of possible iterations......... 263472
Efficiency of the simulation.................. 1.42
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 8.9263 0 15 0.0000 1.0737 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5268 0 15 0.0000 1.4732 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0366 0 16 0.0000 2.9634 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.1041 0 17 0.0000 3.8959 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8250 0 15 0.0000 5.1750 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6651 0 15 0.0000 5.3349 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7699 0 16 0.0000 4.2301 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.7165 0 15 0.0000 5.2835 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1280 0 16 0.0000 5.8720 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6688 0 16 0.0000 6.3312 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2243 0 15 0.0000 0.7757 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3325 0 15 0.0000 2.6675 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0761 0 15 0.0000 2.9239 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8723 0 16 0.0000 4.1277 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3899 0 15 0.0000 5.6101 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2854 0 16 0.0000 5.7146 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5280 0 15 0.0000 2.4720 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8852 0 15 0.0000 4.1148 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5679 0 15 0.0000 3.4321 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3902 0 15 0.0000 1.6098 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7529 0 15 0.0000 3.2471 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7556 0 15 0.0000 3.2444 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7346 0 15 0.4896 4.2654 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.2181 0 17 0.9081 5.7819 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8405 0 12 0.0000 5.1595 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.6679 0 17 0.0000 6.3321 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1963 0 17 0.0000 6.8037 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0407 0 15 0.0000 2.9593 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.1062 0 15 0.0000 3.8938 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2583 0 16 0.0000 6.7417 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1959 0 17 0.0000 6.8041 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1937 0 17 0.7937 6.8063 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.5244 0 19 0.4894 7.4756 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1366 0 17 0.0000 6.8634 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.9655 0 17 0.0000 7.0345 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.7434 0 18 0.0000 7.2566 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.6203 0 19 0.0000 7.3797 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.4056 0 20 0.0000 7.5944 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6262 0 15 0.0000 5.3738 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5342 0 15 0.0000 6.4658 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0574 0 15 0.0000 6.9426 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0418 0 15 0.0000 4.9582 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5830 0 15 0.0000 5.4170 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3346 0 15 0.0000 5.6654 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8882 0 15 0.0000 7.1118 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0677 0 20 0.0000 7.9323 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 2.0331 0 20 0.0000 7.9669 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.9129 0 20 0.0000 8.0871 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 0.1575 0 15 0.2059 0 13 0.0190 8.9263 7.0366 .1313 .1829
5047 2.8812 1.4600 200.0000 0.5055 0 16 0.5744 0 17 0.1755 5.7699 4.7165 .3497 .5827
5114b 3.5733 1.8108 200.0000 0.1135 0 15 0.4128 0 9 0.0318 4.8250 3.1366 .1251 .6830
4342 10.3858 1.3631 200.0000 0.1597 0 15 0.2091 0 15 0.0154 9.2243 7.3325 .1216 .1623
3736 14.9983 3.6090 400.0000 0.1750 0 15 0.7411 0 5 0.0117 7.0761 5.8852 .1902 .9131
3534 5.8173 1.4765 400.0000 1.7123 0 16 0.9299 0 16 0.2943 4.3899 4.2854 .4746 .4636
3422 6.0122 1.5213 400.0000 1.7044 0 16 0.7828 0 16 0.2835 4.2854 3.6679 .4636 .6699
3130 13.5508 2.2744 300.0000 0.2632 0 15 0.4111 0 7 0.0194 7.5280 5.8852 .0932 .6174
3024 0.4621 2.9058 450.0000 0.4493 0 31 2.9627 0 31 0.9723 5.8852 4.2181 3.744 3.018
3036 6.7857 1.4251 400.0000 1.2891 0 15 0.4418 0 15 0.1900 5.8852 5.8723 .6631 .8809
2827 15.5945 3.7524 400.0000 0.3029 0 15 1.1195 0 15 0.0194 8.3902 6.7896 .2256 .2240
2726 18.5574 3.1124 300.0000 0.6424 0 15 0.2439 0 6 0.0346 6.7529 6.7556 .1763 .8520
2629 2.4524 0.5150 400.0000 0.6294 0 15 0.4125 0 15 0.2567 6.7556 6.5679 .6390 .4197
2930 11.6053 2.4373 400.0000 1.0962 0 15 0.9879 0 8 0.0945 6.5679 5.8852 .4197 .6631
2725 0.2218 2.0080 375.0000 0.2604 0 4 2.4125 0 4 1.1739 6.7529 5.7346 3.741 2.305
2524 0.2779 2.5163 375.0000 0.2513 0 5 2.4522 0 4 0.9042 5.7346 4.2181 2.305 3.621
2422 0.8401 2.9711 600.0000 0.6597 0 31 2.3281 0 31 0.7853 4.2180 3.6679 2.713 3.013
L575 4.4056 1.1111 300.0000 0.5296 0 12 0.5501 0 12 0.1202 4.8405 3.6679 .4683 .8931
2117 10.3655 2.0976 500.0000 0.2485 0 13 0.4814 0 9 0.0240 3.1963 3.1959 .3925 .4917
1714B 8.1188 0.9553 500.0000 2.5793 0 17 0.5825 0 17 0.3177 3.1959 3.1366 .6917 .6732
1716 3.1532 3.6415 1050.000 2.0650 0 11 2.3779 0 11 0.6549 3.1959 3.1937 1.377 1.755
1615 0.7725 1.7486 750.0000 1.2184 0 11 2.7414 0 11 1.5772 3.1947 2.5244 2.473 1.752
1614A 0.7872 1.7819 750.0000 0.8479 0 11 1.9117 0 11 1.0771 3.1947 2.9655 2.059 1.820
4514B 28.0567 3.5017 450.0000 1.1689 0 15 0.9397 0 8 0.0417 3.6688 3.1366 .3752 .6369
4515 0.1942 2.7467 300.0000 0.1743 0 40 2.4363 0 40 0.8975 3.6688 2.5244 3.896 4.381
1502 0.6052 1.1322 825.0000 1.3686 0 11 2.7130 0 9 2.2613 2.5243 2.0331 1.593 1.191
14A13 16.6072 0.8411 1700.000 -4.3140 0 17 -0.6586 0 17 -0.2598 2.9655 2.7434 .6503 .6726
1312 15.7543 0.6101 1400.000 4.2980 0 17 0.5967 0 16 0.2728 2.7434 2.6203 .6310 .6717
1211 22.0747 0.6694 1700.000 4.0991 0 19 0.4032 0 18 0.1857 2.6203 2.4056 .5531 .6268
1103 34.9730 0.7240 2000.000 4.3473 0 20 0.4463 0 20 0.1243 2.4056 2.0677 .5328 .4838
0912 7.4604 1.8954 400.0000 0.1288 0 15 0.0687 0 13 0.0173 3.5342 2.6203 .0854 1.550 *
0908 0.1628 1.4741 375.0000 0.1339 0 7 1.1994 0 7 0.8224 3.5342 3.0574 2.757 2.819
0811 6.0914 1.5476 400.0000 0.2493 0 15 0.4172 0 11 0.0409 3.0574 2.4056 .1436 1.014 *
0804 0.2208 1.3886 450.0000 0.2337 0 6 1.4599 0 6 1.0581 3.0574 2.8882 2.349 2.640
0201 142.3584 2.9703 2000.000 6.7124 0 20 1.3705 0 33 0.0472 2.0331 1.9129 .4915 .4914
5248 8.1651 1.4277 200.0000 0.2672 0 16 0.3655 0 16 0.0327 7.0366 4.8283 .1829 .1414
4845 2.5500 1.2922 200.0000 0.3976 0 15 0.3617 0 15 0.1559 4.6651 3.6688 .3257 .8441
4250 11.5986 1.2184 200.0000 0.3534 0 15 0.1796 0 13 0.0305 7.3325 5.7699 .1623 .3497
5338 8.7547 1.3127 200.0000 0.1742 0 15 0.1061 0 11 0.0199 8.5268 6.1041 .1338 .5204
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1041 4.8250 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.5409 0 15 1.0883 0 15 0.0312 4.7165 4.1280 .2914 .3201
4746u 0.1498 2.1194 300.0000 0.1019 0 11 1.4196 0 4 0.6800 4.7165 4.1280 3.721 3.760
4645o 15.8729 2.3953 400.0000 0.5299 0 16 0.6222 0 16 0.0334 4.1280 3.6688 .3201 .4221
4645u 0.1105 1.5637 300.0000 0.0989 0 12 1.3755 0 12 0.8948 4.1280 3.6688 3.760 3.896
3836o 9.9729 2.0945 400.0000 0.2626 0 17 0.1423 0 19 0.0263 6.1041 5.8723 .2602 .8809
3635o 35.6736 2.3986 400.0000 1.6793 0 16 0.7100 0 16 0.0471 5.8723 5.2987 .2559 .2469
2217o 14.0423 2.7133 500.0000 1.7263 0 17 1.0354 0 27 0.1229 3.6679 3.2151 .5359 .5302
2217u 0.6241 1.4127 750.0000 1.0298 0 31 2.3188 0 31 1.6500 3.6679 3.1959 2.410 1.927
2019o 11.6942 3.9474 300.0000 0.4286 0 15 0.7564 0 10 0.0367 7.0407 6.1062 .1356 .3540
2019u 0.6375 4.0085 450.0000 0.4264 0 22 2.6667 0 22 0.6689 7.0407 6.1062 2.312 3.569
1918o 18.5045 3.0423 400.0000 0.4261 0 15 0.3220 0 15 0.0230 6.1062 3.2583 .2655 .6457
1918u 0.9440 3.3387 600.0000 0.8529 0 14 2.9886 0 13 0.9035 6.1062 3.2583 2.677 2.263
1817o 9.1593 1.0777 500.0000 1.2343 0 16 0.5819 0 13 0.1348 3.2583 3.1959 .5165 .4917
1817u 0.5070 1.7932 600.0000 0.6217 0 6 2.1897 0 6 1.2262 3.2583 3.1959 2.263 2.409
1009o 8.3091 2.9822 300.0000 0.0854 0 15 0.5011 0 15 0.0103 4.6262 3.5342 .0874 .1139
1009u 0.2415 2.1864 375.0000 0.1842 0 12 1.6497 0 12 0.7629 4.6262 3.5342 2.736 2.757
0706o 7.2322 2.5925 300.0000 0.1589 0 15 0.4135 0 5 0.0220 5.0418 4.5830 .1393 .2768
0706u 0.1248 1.7661 300.0000 0.0887 0 6 1.2366 0 6 0.7108 5.0418 4.5830 3.472 3.610
0604o 9.6606 3.5617 300.0000 0.7067 0 15 1.1906 0 13 0.0731 4.5830 2.8882 .2768 .2940
0604u 0.3116 2.8210 375.0000 0.3052 0 26 2.7427 0 26 0.9794 4.5830 2.8882 2.888 3.168
0504o 8.6316 3.1264 300.0000 0.1369 0 15 0.5017 0 9 0.0159 4.3346 2.8882 .1155 .2940
0504u 0.1541 2.1802 300.0000 0.1351 0 6 1.8866 0 6 0.8767 4.3346 2.8882 3.448 3.960
0403o 9.0589 2.2976 400.0000 0.7082 0 15 0.8497 0 15 0.0782 2.8882 2.0810 .2205 .2024
0403u 1.9283 4.3647 750.0000 1.1895 0 10 2.8910 0 8 0.6169 2.8882 2.0677 1.584 1.290
0302o 2.9365 0.3242 300.0000 3.8033 0 20 0.6608 0 25 1.2952 2.0677 2.0331 .8256 .7437
0302u 3.2556 3.6173 600.0000 0.7585 0 29 0.8415 0 29 0.2330 2.0677 2.0331 1.612 1.638
14a14bo 75.9084 3.3944 500.0000 3.6916 0 17 0.3971 0 11 0.0486 3.1366 2.9655 .2932 .9311
14a14bu 0.1368 1.9347 300.0000 0.1452 0 35 2.0287 0 35 1.0621 3.1366 2.9655 4.455 4.551
FREE # 1 Undefnd Undefnd Undefn 6.7112 0 20
*==================================================*
| 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 0.0222 0.7727 0.0064
5047 1.9333 25.5278 0.0000 332.5389 0.0889 0.8896 0.0527
5114b 2.4792 22.6667 0.0000 334.8542 0.0712 0.7155 0.0124
4342 0.1667 359.8333 0.0000 0.0000 0.0192 0.7649 0.0059
3736 0.1667 38.2917 0.0000 321.5417 0.1279 1.7408 0.0398
3534 2.2083 357.7917 0.0000 0.0000 0.1810 1.8427 0.1741
3422 2.2083 23.6111 0.0000 334.1806 0.2130 2.1873 0.1763
3130 0.1667 34.3056 0.0000 325.5278 0.0970 1.9527 0.0143
3024 0.1667 26.6667 0.0000 333.1667 0.1304 0.1639 3.4508
3036 4.7083 35.0208 320.2708 0.0000 0.1589 2.9188 0.1363
2827 0.1667 0.0000 0.0000 359.8333 0.0443 0.2707 0.1006
2726 338.1944 21.8056 0.0000 0.0000 0.1409 2.8515 0.0345
2629 0.2500 359.7500 0.0000 0.0000 0.1110 1.5272 0.0873
2930 0.2500 34.3333 0.0000 325.4167 0.1091 1.4833 0.1601
2725 0.1667 359.8333 0.0000 0.0000 0.1129 0.1139 2.1740
2524 0.1667 39.1012 0.0000 320.7321 0.1119 0.1142 2.1257
2422 1.0000 359.0000 0.0000 0.0000 0.1746 0.2907 3.4797
L575 0.1667 20.0000 0.0000 339.8333 0.1079 1.8926 0.0760
2117 1.3889 21.7222 0.0000 336.8889 0.2098 2.1500 0.0258
1714B 329.5556 23.4167 7.0278 0.0000 0.1842 4.4300 0.1987
1716 0.1667 357.9167 0.0000 1.9167 0.2938 0.8902 3.6329
1615 0.1667 359.8333 0.0000 0.0000 0.2281 0.4544 4.1072
1614A 2.5000 43.9583 313.5417 0.0000 0.2281 0.4620 2.3391
4514B 322.4479 28.6389 0.0000 8.9132 0.1041 2.3499 0.1144
4515 0.1667 359.8333 0.0000 0.0000 0.0905 0.0728 2.5105
1502 0.1667 359.8333 0.0000 0.0000 0.2386 0.5473 2.6829
14A13 112.6250 247.3750 0.0000 0.0000 0.3808 6.5663 0.7385
1312 112.5417 247.4583 0.0000 0.0000 0.3190 7.8671 0.5143
1211 3.2778 356.7222 0.0000 0.0000 0.4956 10.3046 0.3997
1103 0.1667 359.8333 0.0000 0.0000 0.3476 9.7410 0.4537
0912 346.2000 13.8000 0.0000 0.0000 0.1857 1.9554 0.0165
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.2369
0811 342.7292 12.6389 0.0000 4.6319 0.1865 1.9631 0.0270
0804 0.1667 359.8333 0.0000 0.0000 0.1293 0.1645 1.3147
0201 0.1667 359.8333 0.0000 0.0000 0.3533 8.1833 0.8713
5248 0.1667 0.0000 0.0000 359.8333 0.0245 0.7311 0.0119
4845 2.2917 37.4792 0.0000 320.2292 0.1091 1.1000 0.0422
4250 0.1667 358.0667 0.0000 1.7667 0.0401 2.0014 0.0090
5338 0.1667 358.1167 0.0000 1.7167 0.0517 1.8091 0.0062
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 334.0833 22.5675 0.0000 3.3492 0.0620 0.5025 0.1316
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5822
4645o 333.4833 26.5167 0.0000 0.0000 0.0640 0.8526 0.0923
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 1.5728
3836o 1.8667 358.1333 0.0000 0.0000 0.1134 1.9134 0.0317
3635o 332.7778 0.0000 0.0000 27.2222 0.0566 2.3652 0.0714
2217o 336.2778 3.2222 0.0000 20.5000 0.1106 1.6765 0.2745
2217u 0.1667 359.8333 0.0000 0.0000 0.2178 0.4630 3.4547
2019o 346.5000 10.8056 0.0000 2.6944 0.0687 0.6858 0.0456
2019u 0.1667 359.8333 0.0000 0.0000 0.1354 0.1661 2.4966
1918o 347.9167 12.0833 0.0000 0.0000 0.0788 1.3524 0.0578
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.4203
1817o 335.2500 16.5000 0.0000 8.2500 0.1099 2.4001 0.1312
1817u 0.1667 359.8333 0.0000 0.0000 0.1821 0.2953 2.1730
1009o 350.5278 9.4722 0.0000 0.0000 0.0263 0.1705 0.0151
1009u 0.1667 359.8333 0.0000 0.0000 0.1086 0.1139 1.6980
0706o 342.1667 17.2208 0.0000 0.6125 0.0487 0.3997 0.0248
0706u 0.1667 359.8333 0.0000 0.0000 0.0904 0.0727 1.2558
0604o 339.0000 4.9722 0.0000 16.0278 0.0660 0.6014 0.1005
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.7238
0504o 346.7222 10.9722 0.0000 2.3056 0.0471 0.3932 0.0214
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0730 1.8755
0403o 347.7500 2.4722 0.0000 9.7778 0.0836 0.8335 0.0719
0403u 0.1667 359.8333 0.0000 0.0000 0.2192 0.4538 2.5638
0302o 339.0556 13.5278 0.0000 7.4167 0.1393 5.9176 0.1513
0302u 0.1667 359.8333 0.0000 0.0000 0.3110 0.9868 0.6712
14a14bo 336.0278 22.3056 0.0000 1.6667 0.2031 10.9786 0.1030
14a14bu 2.4792 357.5208 0.0000 0.0000 0.0839 0.0727 1.8972
*===========================================*
| 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 0.0072 156.2365 0.0004 0.9989 0.1652 0.0045 0.1335 4.0665
5047 0.0274 592.7079 0.0013 0.9845 1.0550 0.0146 0.1453 0.0350
5114b 0.0046 98.5663 0.0003 0.9798 0.9632 0.0086 0.0854 0.0350
4342 0.0071 152.7179 0.0004 0.9989 0.1942 0.0036 0.1189 4.0665
3736 0.0074 160.9019 0.0004 0.9989 0.9419 0.0237 0.2977 1.8074
3534 0.0456 985.8241 0.0040 0.9820 0.2214 0.0175 0.1759 0.0350
3422 0.0461 995.0236 0.0041 0.9818 0.4379 0.0222 0.2243 0.0450
3130 0.0113 244.1243 0.0006 0.9989 0.8561 0.0150 0.3014 3.1629
3024 0.0526 1135.1669 0.0015 0.9989 1.4340 0.0494 0.0494 1.1748
3036 0.0156 336.2759 0.0047 0.9692 0.0175 0.0539 0.6477 0.0205
2827 0.0126 271.5377 0.0007 0.9989 1.3038 0.0084 0.0339 1.8074
2726 0.0167 360.6612 0.0020 0.1536 0.0456 0.0355 0.2772 0.0200
2629 0.0194 418.3922 0.0015 0.9989 0.1764 0.0213 0.1546 3.1629
2930 0.0400 864.7448 0.0026 0.9989 0.6841 0.0222 0.2000 1.8074
2725 0.0181 390.1480 0.0007 0.9989 1.1966 0.0298 0.0248 1.1748
2524 0.0178 384.8315 0.0007 0.9984 1.6605 0.0286 0.0242 1.0222
2422 0.0707 1526.1875 0.0028 0.9945 0.8463 0.0655 0.0851 0.0161
L575 0.0193 415.8637 0.0013 0.9989 0.5621 0.0161 0.1964 4.0665
2117 0.0108 233.3243 0.0010 0.9902 0.8563 0.0220 0.2222 0.0200
1714B 0.0548 1183.4594 0.0073 0.2130 0.0250 0.0235 0.4784 0.0210
1716 0.1811 3911.0741 0.0072 0.9989 1.0210 0.0936 0.2199 Section 4
1.1748
1615 0.1275 2753.8633 0.0045 0.9989 0.5667 0.0868 0.1454 1.1748
1614A 0.0537 1159.6712 0.0035 0.9794 0.0979 0.0681 0.1213 0.0130
4514B 0.0485 1046.6782 0.0032 0.2567 0.1403 0.0156 0.2754 0.0212
4515 0.0236 510.6424 0.0008 0.9989 0.5501 0.0409 0.0278 1.1748
1502 0.1512 3266.2900 0.0049 0.9989 0.7323 0.0927 0.1570 1.1748
14A13 -0.1630 -3520.843 0.0105 0.7373 0.0016 0.0968 0.8326 0.1236
1312 0.1633 3527.3682 0.0103 0.7373 0.0500 0.0657 0.9163 0.1211
1211 0.1618 3495.3669 0.0100 0.9758 0.0346 0.0892 1.3750 0.1241
1103 0.1910 4126.6458 0.0108 0.9989 0.1657 0.0908 1.3046 11.2959
0912 0.0025 53.1833 0.0003 0.0936 0.0080 0.0296 0.3098 0.0450
0908 0.0087 188.8646 0.0005 0.9989 0.6252 0.0266 0.0217 1.2651
0811 0.0060 129.8934 0.0006 0.1202 0.0406 0.0207 0.2142 0.0450
0804 0.0129 278.3406 0.0008 0.9989 0.4941 0.0347 0.0343 1.1748
0201 0.4416 9537.8213 0.0211 0.9989 0.5076 0.1003 1.1536 3.6147
5248 0.0149 321.5424 0.0007 0.9989 0.6709 0.0049 0.1302 4.0665
4845 0.0216 465.7418 0.0010 0.9811 0.8945 0.0192 0.1923 0.0350
4250 0.0168 363.1567 0.0009 0.9989 0.2438 0.0069 0.3147 4.0665
5338 0.0080 173.8143 0.0004 0.9989 0.0492 0.0136 0.4494 4.0665
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0010 0.0165 0.0450
4746o 0.0173 373.1995 0.0013 0.1818 0.1617 0.0074 0.0475 0.0205
4746u 0.0220 475.7490 0.0004 0.9989 1.1808 0.0280 0.0205 1.1748
4645o 0.0178 385.3023 0.0013 0.1867 0.0838 0.0091 0.0896 0.0206
4645u 0.0216 466.8420 0.0005 0.9989 0.6502 0.0299 0.0221 1.2651
3836o 0.0190 409.7861 0.0008 0.9851 0.0571 0.0451 0.4953 0.0202
3635o 0.0434 936.4316 0.0040 0.1897 0.1181 0.0058 0.1860 0.0350
2217o 0.0429 926.5229 0.0041 0.1656 0.1123 0.0111 0.1157 0.0208
2217u 0.1006 2172.9200 0.0037 0.9989 0.7332 0.0779 0.1234 1.1748
2019o 0.0083 180.3057 0.0010 0.0916 0.1025 0.0037 0.0363 0.0200
2019u 0.0259 559.6240 0.0013 0.9989 1.6752 0.0365 0.0306 1.1748
1918o 0.0057 123.6788 0.0010 0.0802 0.0130 0.0078 0.1160 0.0205
1918u 0.0562 1213.8104 0.0022 0.9989 1.0953 0.0492 0.0589 1.1748
1817o 0.0430 928.9738 0.0029 0.1729 0.0691 0.0135 0.2075 0.0206
1817u 0.0341 736.5788 0.0023 0.9989 0.6016 0.0579 0.0743 1.1748
1009o 0.0011 24.6490 0.0002 0.0641 0.0498 0.0013 0.0080 0.0208
1009u 0.0101 217.9610 0.0005 0.9989 1.0686 0.0241 0.0183 1.2651
0706o 0.0038 81.6219 0.0004 0.1248 0.0691 0.0041 0.0299 0.0209
0706u 0.0065 139.8139 0.0003 0.9989 0.6063 0.0237 0.0153 1.1748
0604o 0.0185 400.1418 0.0017 0.1465 0.1969 0.0058 0.0452 0.0205
0604u 0.0238 514.1972 0.0009 0.9989 1.3488 0.0319 0.0254 1.1748
0504o 0.0026 57.1426 0.0003 0.0905 0.0658 0.0026 0.0195 0.0207
0504u 0.0082 177.1534 0.0003 0.9989 0.6040 0.0240 0.0151 1.1748
0403o 0.0117 252.8688 0.0017 0.0831 0.0697 0.0051 0.0502 0.0450
0403u 0.0759 1638.4764 0.0032 0.9989 2.7202 0.0581 0.0959 1.1748
0302o 0.1121 2420.8815 0.0090 0.1470 0.0719 0.0143 0.4671 0.0286
0302u 0.1674 3615.2730 0.0035 0.9989 0.1438 0.0851 0.2605 0.6326
14a14bo 0.0988 2134.5568 0.0088 0.1678 0.0537 0.0174 0.8611 0.0350
14a14bu 0.0102 219.8362 0.0006 0.9796 0.1622 0.0333 0.0231 0.0130
FREE # 1 0.4417 9540.1901
*===============================================================*
| 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 0.1575 0.0000 0.9061 0.0210 0.0260 8.9263 7.0360 Max Flow
5047 0.5055 0.0000 0.4798 0.0647 0.0699 5.7699 4.7141 Max Flow
5114b 0.1135 0.0000 0.0628 0.0239 0.0249 4.8250 3.1222 Max Flow
4342 0.1597 0.0000 0.9472 0.0202 0.0243 9.2243 7.3324 Max Flow
3736 0.1749 0.0000 0.0036 0.0887 0.0758 7.0761 5.8839 Max Flow
3534 1.7120 0.0000 0.1036 0.1459 0.1893 4.3898 4.2845 Max Flow
3422 1.7043 0.0000 0.3881 0.1454 0.1853 4.2854 3.6665 Max Flow
3130 0.2631 0.0000 0.0278 0.0260 0.0276 7.5280 5.8839 Max Flow
3024 0.4492 1.3043 1.1795 0.4289 0.3581 5.8094 3.2546 Max Flow
3036 1.2889 0.0000 0.0217 0.2005 0.2307 5.8851 5.8722 Max Flow
2827 0.3027 0.0000 1.5975 0.1110 0.0896 8.3902 6.7896 Max Flow
2726 0.6391 0.0000 0.0028 0.0473 0.0392 6.7509 6.7547 Max Flow
2629 0.6290 0.0000 0.1753 0.1456 0.2453 6.7556 6.5678 Max Flow
2930 1.0958 0.0000 0.2263 0.1869 0.1677 6.5678 5.8846 Max Flow
2725 0.2604 0.8525 0.6066 0.3506 0.3750 6.7049 5.2181 Max Flow
2524 0.2501 0.4811 1.5093 0.3477 0.2783 5.2553 3.1961 Max Flow
2422 0.6473 0.2762 0.4309 0.5182 0.3953 3.5459 2.6497 Max Flow
L575 0.5256 0.0000 1.2361 0.1180 0.1385 4.8386 3.5416 Max Flow
2117 0.2485 0.0000 0.0023 0.0403 0.0512 3.1091 3.1082 Max Flow
1714B 2.5790 0.0000 0.0573 0.2546 0.3499 3.1958 3.1366 Max Flow
1716 2.0639 -0.1827 0.1701 0.8171 0.6196 3.0607 3.0717 Max Flow
1615 1.2184 0.4263 0.3195 0.6657 0.7500 3.0777 2.3286 Max Flow
1614A 0.8479 0.4164 0.0575 0.5706 0.7500 3.0589 2.5834 Max Flow
4514B 1.1686 0.0000 0.0886 0.1786 0.1684 3.6688 3.1315 Max Flow
4515 0.1743 0.6499 1.0148 1.0293 0.2222 3.5293 1.8606 Max Flow
1502 1.3685 -0.2126 0.7617 0.6994 0.8250 2.3347 1.8089 Max Flow
14A13 0.0125 0.0000 0.0071 0.0622 0.1164 1.9781 1.9662 Max Flow
1312 4.2975 0.0000 0.1487 0.5784 0.8739 2.7424 2.5976 Max Flow
1211 4.0990 0.0000 0.2266 0.5400 0.9126 2.6201 2.3973 Max Flow
1103 4.3468 0.0000 0.3274 0.5745 1.0716 2.4056 2.0674 Max Flow
0912 0.1287 0.0000 0.0046 0.0254 0.0339 3.5341 2.4366 Max Flow
0908 0.1339 0.1598 0.3310 0.2698 0.2590 3.5059 3.0152 Max Flow
0811 0.2490 0.0000 0.0542 0.0400 0.0570 3.0574 2.2386 Max Flow
0804 0.2337 0.1887 0.3316 0.3404 0.3996 3.0043 2.4855 Max Flow
0201 6.7072 0.0000 0.1203 0.7869 0.9827 2.0330 1.9128 Max Flow
5248 0.2672 0.0000 2.2058 0.0283 0.0328 7.0366 4.8283 Max Flow
4845 0.3975 0.0000 0.1844 0.0551 0.0651 4.6651 3.6686 Max Flow
4250 0.3534 0.0000 0.2711 0.0261 0.0324 7.3325 5.7692 Max Flow
5338 0.1742 0.0000 0.0842 0.0220 0.0265 8.5268 6.0983 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.5409 0.0000 0.4805 0.1373 0.1163 4.7165 4.1265 Max Flow
4746u 0.1019 0.3319 0.2684 0.2470 0.1815 4.6871 4.0868 Max Flow
4645o 0.5299 0.0000 0.2254 0.1484 0.1463 4.1280 3.6688 Max Flow
4645u 0.0989 0.0791 0.3869 0.2438 0.2216 4.0955 3.6295 Max Flow
3836o 0.2626 0.0000 0.0067 0.1035 0.1038 6.1041 5.8669 Max Flow
3635o 1.6791 0.0000 0.5686 0.0987 0.1004 5.8723 5.2987 Max Flow
2217o 1.7260 0.0000 0.4501 0.2651 0.2664 3.6678 3.2151 Max Flow
2217u 1.0298 0.2718 0.2963 0.6237 0.7500 3.4375 2.8653 Max Flow
2019o 0.4285 0.0000 0.1687 0.0579 0.0404 7.0407 6.1049 Max Flow
2019u 0.4254 1.2195 0.6607 0.4238 0.2689 7.0034 5.1081 Max Flow
1918o 0.4261 0.0000 0.1483 0.1248 0.1059 6.1062 3.2542 Max Flow
1918u 0.8529 0.7720 2.0834 0.5623 0.4468 6.0937 3.2360 Max Flow
1817o 1.2337 0.0000 0.0622 0.1976 0.2591 3.2582 3.1930 Max Flow
1817u 0.6217 0.2027 0.2237 0.5100 0.6000 3.0183 2.5849 Max Flow
1009o 0.0853 0.0000 0.7188 0.0291 0.0260 4.6262 3.5338 Max Flow
1009u 0.1842 0.4683 0.6263 0.3135 0.2453 4.6219 3.5274 Max Flow
0706o 0.1588 0.0000 0.1314 0.0433 0.0415 5.0418 4.5829 Max Flow
0706u 0.0887 0.2616 0.2451 0.2318 0.1870 5.0190 4.5121 Max Flow
0604o 0.7055 0.0000 1.5521 0.1052 0.0829 4.5830 2.8875 Max Flow
0604u 0.3047 0.5128 1.6958 1.0070 0.3001 4.5070 2.2918 Max Flow
0504o 0.1368 0.0000 0.2231 0.0394 0.0345 4.3346 2.8875 Max Flow
0504u 0.1350 0.5935 1.1963 0.2742 0.2178 4.3111 2.5248 Max Flow
0403o 0.7081 0.0000 0.8001 0.0810 0.0847 2.8882 2.0810 Max Flow
0403u 1.1895 0.8171 0.2166 0.6608 0.4261 2.8286 1.7541 Max Flow
0302o 3.8023 0.0000 0.0287 0.1619 0.2965 2.0676 2.0330 Max Flow
0302u 0.7581 0.0645 0.0027 0.2963 0.1785 1.8882 1.8210 Max Flow
14a14bo 3.6908 0.0000 0.0118 0.1625 0.1463 3.1366 2.9627 Max Flow
14a14bu 0.1452 0.4707 0.2199 0.2789 0.2688 2.9276 2.2321 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 0.8333 359.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 252.5000 105.6667 1.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 105.0000 252.6667 2.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 1.5000 358.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 1.3333 356.5000 2.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 8.3333 349.5000 2.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 73.6667 286.1667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 354.3333 0.0000 0.0000 0.0000 4.5000 0.0000 None
3036 0.0000 355.3333 4.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 351.1667 4.1667 0.0000 0.0000 4.6667 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 0.6667 305.0000 54.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.8333 0.3333 336.0000 10.5000 1.0000 2.1667 9.1667 0.0000 None
2524 0.3333 0.6667 359.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 0.3333 331.6667 0.1667 0.0000 24.5000 3.3333 0.0000 None
L575 300.8333 59.0000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 84.1667 274.5000 1.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 30.3333 329.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.5000 0.6667 315.3333 6.8333 0.0000 24.3333 12.3333 0.0000 None
1615 0.3333 266.3333 1.0000 1.3333 31.1667 0.0000 59.8333 0.0000 None
1614A 0.0000 319.5000 0.0000 13.0000 25.5000 1.6667 0.3333 0.0000 None
4514B 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.6667 0.3333 352.8333 0.0000 0.0000 0.0000 6.1667 0.0000 None
1502 247.3333 97.6667 0.1667 0.0000 14.8333 0.0000 0.0000 0.0000 None
14A13 0.0000 247.3333 112.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 2.5000 245.0000 112.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 356.6667 3.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 11.5000 348.3333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 8.1667 346.1667 0.0000 5.6667 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 337.6667 1.8333 0.0000 17.5000 1.8333 0.0000 None
0811 1.6667 13.6667 342.6667 0.0000 2.0000 0.0000 0.0000 0.0000 None
0804 0.0000 304.8333 27.3333 0.0000 14.0000 8.3333 5.5000 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 279.0000 80.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 236.8333 121.0000 2.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 0.3333 359.5000 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 322.8333 0.5000 0.0000 27.1667 8.3333 0.0000 None
4645o 0.0000 2.3333 357.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 319.0000 1.0000 0.0000 37.8333 1.0000 0.0000 None
3836o 0.0000 358.1667 1.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635o 13.5000 13.6667 332.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217o 4.6667 5.8333 349.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 265.3333 69.5000 0.1667 0.0000 25.0000 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019u 0.0000 1.0000 347.0000 0.0000 0.0000 0.0000 12.0000 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 4.3333 20.5000 335.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.1667 1.1667 311.0000 1.0000 2.8333 22.6667 21.1667 0.0000 None
1009o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.6667 0.5000 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 5.5000 354.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 337.1667 0.0000 0.0000 21.3333 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 4.3333 8.0000 347.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.6667 0.5000 334.5000 0.0000 0.0000 0.0000 24.3333 0.0000 None
0302o 3.5000 17.5000 339.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 226.5000 106.8333 0.0000 22.8333 2.6667 0.0000 None
14a14bo 0.6667 1.6667 357.6667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14a14bu 0.0000 0.0000 317.0000 6.8333 0.0000 35.5000 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 352.3889 353.5000 0.0000 0.0000
5047 23.4444 23.5000 0.0000 0.0000
5114b 22.2222 22.2500 324.1222 0.0000
4342 352.8333 353.8778 0.0000 0.0000
3736 38.2917 38.2917 145.4306 0.0000
3534 345.3056 345.3056 0.0000 0.0000
3422 22.5565 22.5565 308.7708 0.0000
3130 33.9444 33.9722 160.5000 0.0000
3024 0.0000 0.0000 319.6000 0.0000
3036 0.0000 18.7222 0.0000 0.0000
2827 0.1389 1.0208 31.6000 0.0000
2726 350.7500 355.6389 0.0000 0.0000
2629 5.6944 5.9167 0.0000 0.0000
2930 34.0944 34.3444 0.0000 0.0000
2725 0.0000 0.0000 333.7917 0.0000
2524 12.5357 12.5595 331.6667 0.0000
2422 316.4972 330.6472 61.8194 0.0000
L575 18.3889 18.3889 0.0000 0.0000
2117 1.7222 21.4167 323.1528 0.0000
1714B 0.7222 16.8333 0.0000 0.0000
1716 267.2083 270.5486 296.6736 0.0000
1615 244.5486 316.4861 0.0000 0.0000
1614A 0.0000 4.4175 0.0000 0.0000
4514B 28.5694 345.9583 318.7063 0.0000
4515 311.8750 313.9722 18.8056 0.0000
1502 0.7333 1.3125 23.4167 0.0000
14A13 315.2083 315.4583 0.0000 0.0000
1312 325.6000 341.1389 0.3056 0.0000
1211 336.0472 353.4583 0.0000 0.0000
1103 45.0139 54.9028 214.3333 0.0000
0912 353.1333 353.1333 0.0000 0.0000
0908 334.2750 337.6667 0.0000 0.0000
0811 348.3056 348.3056 0.0000 0.0000
0804 331.3708 337.1806 0.0000 0.0000
0201 9.5347 12.9271 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 35.9444 35.9444 0.0000 0.0000
4250 70.9833 71.1083 0.0000 0.0000
5338 358.1167 359.2000 0.0000 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 347.9167 348.2778 4.4722 0.0000
4746u 0.8750 317.7778 320.7917 0.0000
4645o 353.1000 353.1000 0.0000 0.0000
4645u 318.8333 318.8750 4.9583 0.0000
3836o 358.1167 358.1333 0.0000 0.0000
3635o 0.0000 0.0000 323.3611 0.0000
2217o 3.5625 5.2958 0.0000 0.0000
2217u 0.0000 0.0000 8.7500 0.0000
2019o 10.6111 10.6944 345.8056 0.0000
2019u 317.6056 339.3389 344.8056 0.0000
1918o 350.5556 350.5556 0.0000 0.0000
1918u 332.7083 333.0000 331.5417 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 305.0000 329.3194 0.0000 0.0000
1009o 352.1111 352.1111 0.5833 0.0000
1009u 335.5556 337.5486 293.7278 0.0000
0706o 353.6167 353.6444 0.0000 0.0000
0706u 332.2778 336.3056 0.8750 0.0000
0604o 4.4806 4.6194 354.3889 0.0000
0604u 333.9944 336.0000 335.5000 0.0000
0504o 350.6667 350.7222 3.3333 0.0000
0504u 334.8264 336.0417 1.9306 0.0000
0403o 341.7500 341.7500 0.2778 0.0000
0403u 60.3056 72.2778 313.1222 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 215.6806 334.3611 0.0000 0.0000
14a14bo 22.3056 22.3056 0.2222 0.0000
14a14bu 314.3819 316.4097 0.0000 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 0.1938 0.2240 0.1938 0.0499 0.0577 0.0499 0.2575 0.2576 0.2575 16.9957 17.0039 16.9957 0.0308
5047 0.1665 0.5695 0.1665 0.0002 0.5051 0.0002 0.0014 0.8869 0.0014 0.0642 41.6835 0.0642 0.0905
5114b 0.0465 0.1589 0.0465 0.0000 0.1134 0.0000 0.0009 0.7137 0.0009 0.0442 35.6857 0.0442 0.0728
4342 0.1982 0.2336 0.1982 0.0530 0.0536 0.0530 0.2676 0.2296 0.2676 14.7200 12.6280 14.7200 0.0280
3736 0.0286 0.1170 0.0286 0.0046 0.1657 0.0046 0.1612 1.4171 0.1612 8.0624 70.8569 8.0624 0.2374
3534 0.1459 0.9311 0.1459 0.0003 1.7116 0.0003 0.0022 1.8383 0.0022 0.0220 18.3831 0.0220 0.1876
3422 0.1663 0.7820 0.1663 0.0008 1.7028 0.0008 0.0049 2.1774 0.0049 0.1975 87.0965 0.1975 0.2222
3130 0.0287 0.1349 0.0287 0.0000 0.2631 0.0000 0.0010 1.9507 0.0010 0.0534 107.2895 0.0534 0.0985
3036 0.1592 0.5671 0.1592 0.0713 1.1465 0.0713 0.4481 2.0215 0.4481 8.0651 36.3865 8.0651 0.3068
2827 0.0000 1.1270 0.0000 0.0000 0.3029 0.0000 0.0000 0.2687 0.0000 0.0000 13.4362 0.0000 0.0899
2726 0.0553 0.2256 0.0553 0.0001 0.6421 0.0001 0.0026 2.8464 0.0026 0.0258 28.4638 0.0258 0.1438
2629 0.1811 0.4494 0.1811 0.0190 0.5914 0.0190 0.1050 1.3159 0.1050 4.7238 59.2155 4.7238 0.2207
2930 0.1869 0.8229 0.1869 0.0180 1.0602 0.0180 0.0964 1.2884 0.0964 4.6291 61.8444 4.6291 0.2174
L575 0.0000 0.2800 0.0000 0.0000 0.5296 0.0000 0.0000 1.8913 0.0000 0.0000 113.4808 0.0000 0.1955
2117 0.0219 0.1159 0.0219 0.0001 0.2483 0.0001 0.0040 2.1420 0.0040 0.0398 21.4202 0.0398 0.2186
1714B 0.3196 0.8394 0.2447 0.5240 1.9373 0.1180 1.6397 2.3079 0.4820 45.9123 64.6208 13.4952 0.3417
4514B 0.2072 0.7236 0.1180 0.1873 0.9691 0.0125 0.9036 1.3393 0.1057 21.6866 32.1441 2.5380 0.2236
14A13 0.4453 0.7139 0.5068 0.5399 3.6837 0.0904 1.2125 5.1601 0.1783 12.1249 51.6011 1.7830 1.2105
1312 0.2353 0.5291 0.7205 0.1298 3.0151 1.1532 0.5516 5.6988 1.6004 7.7227 79.7827 22.4055 0.9081
1211 0.0000 0.3996 0.2235 0.0000 4.0837 0.0154 0.0000 10.2191 0.0690 0.0000 378.1066 2.5528 0.9978
1103 0.2812 0.5219 0.7251 0.9776 2.9611 0.4086 3.4772 5.6739 0.5635 121.7005 198.5851 19.7227 1.0271
0912 0.0089 0.0660 0.0089 0.0000 0.1287 0.0000 0.0020 1.9514 0.0020 0.1090 107.3267 0.1090 0.1991
0811 0.0172 0.1272 0.0172 0.0000 0.2492 0.0000 0.0020 1.9591 0.0020 0.1099 107.7491 0.1099 0.1999
0201 0.1479 1.3929 0.1524 0.4088 6.1558 0.1477 2.7641 4.4193 0.9695 27.6409 44.1933 9.6952 0.9830
5248 0.3466 0.3961 0.3466 0.0784 0.1103 0.0784 0.2263 0.2785 0.2263 13.1240 16.1536 13.1240 0.0329
4845 0.1060 0.3624 0.1060 0.0002 0.3971 0.0002 0.0021 1.0958 0.0021 0.1250 65.7495 0.1250 0.1118
4250 0.1734 0.1880 0.1734 0.1352 0.0831 0.1352 0.7798 0.4418 0.7798 45.2287 25.6235 45.2287 0.0492
5338 0.0943 0.1007 0.0943 0.0591 0.0559 0.0591 0.6269 0.5553 0.6269 48.8963 43.3164 48.8963 0.0605
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 1.0785 0.0000 0.0000 0.5409 0.0000 0.0000 0.5015 0.0000 0.0000 12.5381 0.0000 0.1214
4645o 0.0749 0.7061 0.0472 0.0083 0.5215 0.0001 0.1114 0.7386 0.0016 3.6774 24.3738 0.0532 0.1503
3836o 0.0405 0.1610 0.0405 0.0076 0.2475 0.0076 0.1870 1.5374 0.1870 7.4790 61.4948 7.4790 0.2477
3635o 0.6496 0.7986 0.6775 0.4684 0.6400 0.5708 0.7211 0.8015 0.8425 14.4227 16.0291 16.8509 0.1007
2217o 0.4709 1.5788 0.1587 0.3899 1.3361 0.0004 0.8279 0.8463 0.0022 28.9780 29.6196 0.0784 0.2667
2019o 0.1022 0.6259 0.1022 0.0001 0.4285 0.0001 0.0006 0.6846 0.0006 0.0183 20.5372 0.0183 0.0699
1918o 0.0742 0.3646 0.0742 0.0131 0.4093 0.0037 0.1764 1.1227 0.0495 19.4055 123.4956 5.4403 0.1972
1817o 0.1874 0.6866 0.1748 0.1263 1.0818 0.0262 0.6738 1.5755 0.1496 14.8229 34.6621 3.2921 0.2524
1009o 0.1968 0.5470 0.1968 0.0021 0.0812 0.0021 0.0106 0.1485 0.0106 0.5291 7.4239 0.5291 0.0297
0706o 0.1677 0.4660 0.1677 0.0076 0.1436 0.0076 0.0456 0.3082 0.0456 1.3674 9.2447 1.3674 0.0616
0604o 0.5196 1.4443 0.5196 0.0454 0.6159 0.0454 0.0873 0.4265 0.0873 4.9758 24.3079 4.9758 0.0853
0504o 0.1466 0.4074 0.1466 0.0065 0.1239 0.0065 0.0444 0.3042 0.0444 2.7975 19.1618 2.7975 0.0608
0403o 0.1454 0.8505 0.1454 0.0001 0.7080 0.0001 0.0005 0.8325 0.0005 0.0103 16.6496 0.0103 0.0849
0302o 0.3247 0.5922 0.7695 0.3011 1.1225 2.3797 0.9272 1.8955 3.0925 9.2718 18.9548 30.9249 0.2369
14a14bo 0.2881 0.3996 0.3024 0.8991 1.7134 1.0792 3.1212 4.2875 3.5691 31.2122 42.8754 35.6910 0.2980
*========================================================*
| 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 0.4319 0.4994 0.4319 1.3631 0.09585 34.904 0.4319 0.4994 0.4319 1.3631 0.09585 34.904 0.0000 0.0000 0.0000 None
5047 .002299 5.1077 .002299 5.1123 0.06983 9.9302 .002299 5.1077 .002299 5.1123 0.06983 9.9302 0.0000 0.0000 0.0000 None
5114b .001288 3.5562 .001288 3.5588 0.07572 9.9243 .001288 3.5562 .001288 3.5588 0.07572 9.9243 0.0000 0.0000 0.0000 None
4342 0.4076 0.4122 0.4076 1.2273 0.09641 39.904 0.4076 0.4122 0.4076 1.2273 0.09641 39.904 0.0000 0.0000 0.0000 None
3736 0.6142 22.078 0.6142 23.307 0.1887 14.811 0.6142 22.078 0.6142 23.307 0.1887 14.811 0.0000 0.0000 0.0000 None
3534 .003226 17.211 .003226 17.218 0.07655 9.9234 .003226 17.211 .003226 17.218 0.07655 9.9234 0.0000 0.0000 0.0000 None
3422 .008558 17.750 .008558 17.767 0.05556 9.9444 .008558 17.750 .008558 17.767 0.05556 9.9444 0.0000 0.0000 0.0000 None
3130 .001258 11.889 .001258 11.892 0.08030 19.920 .001258 11.889 .001258 11.892 0.08030 19.920 0.0000 0.0000 0.0000 None
3036 2.4426 39.268 2.4426 44.153 0.5265 19.474 2.4426 39.268 2.4426 44.153 0.5265 19.474 0.0000 0.0000 0.0000 None
2827 0.0000 1.6814 0.0000 1.6814 3.5358 11.464 0.0000 1.6814 0.0000 1.6814 3.5358 11.464 0.0000 0.0000 0.0000 None
2726 .008684 39.055 .008684 39.073 0.06406 19.936 .008684 39.055 .008684 39.073 0.06406 19.936 0.0000 0.0000 0.0000 None
2629 0.3528 10.971 0.3528 11.677 3.2990 16.701 0.3528 10.971 0.3528 11.677 3.2990 16.701 0.0000 0.0000 0.0000 None
2930 0.3151 18.536 0.3151 19.166 3.4070 16.593 0.3151 18.536 0.3151 19.166 3.4070 16.593 0.0000 0.0000 0.0000 None
L575 0.0000 8.9166 0.0000 8.9166 0.3242 19.676 0.0000 8.9166 0.0000 8.9166 0.3242 19.676 0.0000 0.0000 0.0000 None
2117 0.01366 38.862 0.01366 38.889 0.06357 9.9364 0.01366 38.862 0.01366 38.889 0.06357 9.9364 0.0000 0.0000 0.0000 None
1714B 13.247 48.972 2.9818 65.201 0.07175 23.879 13.247 48.972 2.9818 65.201 0.07175 23.879 0.0000 0.0000 0.0000 None
4514B 3.8208 19.773 0.2546 23.849 0.07678 21.631 3.8208 19.773 0.2546 23.849 0.07678 21.631 0.0000 0.0000 0.0000 None
14A13 4.4123 30.106 0.7385 35.256 6.4944 23.229 4.4123 30.106 0.7385 35.256 6.4944 23.229 0.0000 0.0000 0.0000 None
1312 1.3650 31.702 12.125 45.192 11.426 37.315 1.3650 31.702 12.125 45.192 11.426 37.315 0.0000 0.0000 0.0000 None
1211 0.0000 54.685 0.2064 54.892 12.089 32.535 0.0000 54.685 0.2064 54.892 12.089 32.535 0.0000 0.0000 0.0000 None
1103 12.030 36.438 5.0279 53.496 12.218 40.019 12.030 36.438 5.0279 53.496 12.218 40.019 0.0000 0.0000 0.0000 None
0912 .002032 14.787 .002032 14.791 0.08009 9.9199 .002032 14.787 .002032 14.791 0.08009 9.9199 0.0000 0.0000 0.0000 None
0811 .002054 14.884 .002054 14.888 0.08001 9.9200 .002054 14.884 .002054 14.888 0.08001 9.9200 0.0000 0.0000 0.0000 None
0201 5.9059 88.923 2.1343 96.963 14.070 40.015 5.9059 88.923 2.1343 96.963 14.070 40.015 0.0000 0.0000 0.0000 None
5248 0.4043 0.5687 0.4043 1.3773 0.09543 29.905 0.4043 0.5687 0.4043 1.3773 0.09543 29.905 0.0000 0.0000 0.0000 None
4845 .004041 7.2669 .004041 7.2750 0.06273 9.9373 .004041 7.2669 .004041 7.2750 0.06273 9.9373 0.0000 0.0000 0.0000 None
4250 1.9966 1.2269 1.9966 5.2200 0.09216 49.908 1.9966 1.2269 1.9966 5.2200 0.09216 49.908 0.0000 0.0000 0.0000 None
5338 1.8994 1.7963 1.8994 5.5950 0.08989 34.910 1.8994 1.7963 1.8994 5.5950 0.08989 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 3.8607 0.0000 3.8607 10.913 19.087 0.0000 3.8607 0.0000 3.8607 10.913 19.087 0.0000 0.0000 0.0000 None
4645o 0.1173 7.3329 .001069 7.4512 0.09713 19.412 0.1173 7.3329 .001069 7.4512 0.09713 19.412 0.0000 0.0000 0.0000 None
3836o 0.7617 24.882 0.7617 26.406 2.4288 17.571 0.7617 24.882 0.7617 26.406 2.4288 17.571 0.0000 0.0000 0.0000 None
3635o 2.8055 3.8335 3.4188 10.058 0.08820 41.810 2.8055 3.8335 3.4188 10.058 0.08820 41.810 0.0000 0.0000 0.0000 None
2217o 4.2615 14.604 .003885 18.869 0.09260 15.031 4.2615 14.604 .003885 18.869 0.09260 15.031 0.0000 0.0000 0.0000 None
2019o .000845 5.8057 .000845 5.8074 0.08254 9.9175 .000845 5.8057 .000845 5.8074 0.08254 9.9175 0.0000 0.0000 0.0000 None
1918o 0.4711 14.735 0.1320 15.338 4.7270 20.831 0.4711 14.735 0.1320 15.338 4.7270 20.831 0.0000 0.0000 0.0000 None
1817o 3.0256 25.921 0.6269 29.573 0.09656 21.763 3.0256 25.921 0.6269 29.573 0.09656 21.763 0.0000 0.0000 0.0000 None
1009o 0.01825 0.7119 0.01825 0.7484 1.7873 8.2127 0.01825 0.7119 0.01825 0.7484 1.7873 8.2127 0.0000 0.0000 0.0000 None
0706o 0.1279 2.4040 0.1279 2.6599 1.0209 8.9791 0.1279 2.4040 0.1279 2.6599 1.0209 8.9791 0.0000 0.0000 0.0000 None
0604o 0.3043 4.1315 0.3043 4.7401 0.4530 9.5470 0.3043 4.1315 0.3043 4.7401 0.4530 9.5470 0.0000 0.0000 0.0000 None
0504o 0.1235 2.3522 0.1235 2.5993 1.0401 8.9599 0.1235 2.3522 0.1235 2.5993 1.0401 8.9599 0.0000 0.0000 0.0000 None
0403o .000378 3.5749 .000378 3.5756 0.08786 9.9121 .000378 3.5749 .000378 3.5756 0.08786 9.9121 0.0000 0.0000 0.0000 None
0302o 6.4889 24.193 51.289 81.971 17.075 53.016 6.4889 24.193 51.289 81.971 17.075 53.016 0.0000 0.0000 0.0000 None
14a14bo 26.718 50.916 32.070 109.70 0.9701 56.220 26.718 50.916 32.070 109.70 0.9701 56.220 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 8.9263 7.0366 66.0000 17.5000 17.4042 17.4042 5.0000 17.4042 17.4042 5.0000 34.8083 34.8083
5047 5.7699 4.7165 47.0000 9.9000 9.8302 9.8302 9.8000 0.0302 0.0302 0.0000 9.8603 9.8603
5114b 4.8250 3.1366 50.0000 9.9000 9.8243 9.8243 9.8000 0.0243 0.0243 0.0000 9.8486 9.8486
4342 9.2243 7.3325 55.0000 20.0000 19.9036 19.9036 5.0000 19.9036 19.9036 5.0000 39.8072 39.8072
3736 7.0761 5.8852 50.0000 11.4000 11.2113 11.2113 7.9000 3.4113 3.4113 0.1000 14.6227 14.6227
3534 4.3899 4.2854 10.0000 9.9000 9.8234 9.8234 9.8000 0.0234 0.0234 0.0000 9.8469 9.8469
3422 4.2854 3.6679 40.0000 9.9000 9.8444 9.8444 9.8000 0.0444 0.0444 0.0000 9.8889 9.8889
3130 7.5280 5.8852 55.0000 19.9000 19.8197 19.8197 19.8000 0.0197 0.0197 0.0000 19.8394 19.8394
3036 5.8852 5.8723 18.0000 14.0000 13.4735 13.4735 8.1000 5.4735 5.4735 0.1000 18.9471 18.9471
2827 8.3902 6.7896 50.0000 11.4000 7.8642 7.8642 7.9000 0.0642 0.0642 0.1000 7.9285 7.9285
2726 6.7529 6.7556 10.0000 19.9000 19.8359 19.8359 19.8000 0.0359 0.0359 0.0000 19.8719 19.8719
2629 6.7556 6.5679 45.0000 14.0000 10.7010 10.7010 8.1000 2.7010 2.7010 0.1000 13.4019 13.4019
2930 6.5679 5.8852 48.0000 14.0000 10.5930 10.5930 8.1000 2.5930 2.5930 0.1000 13.1860 13.1860
L575 4.8405 3.6679 60.0000 10.0000 9.6758 9.6758 9.9000 9.6758 9.6758 9.9000 19.3517 19.3517
2117 3.1963 3.1959 10.0000 9.9000 9.8364 9.8364 9.8000 0.0364 0.0364 0.0000 9.8729 9.8729
1714B 3.1959 3.1366 28.0000 19.0000 18.9282 18.9282 8.1000 4.8793 4.8793 0.1000 23.8075 23.8075
4514B 3.6688 3.1366 24.0000 19.0000 18.9232 18.9232 8.1000 2.6305 2.6305 0.1000 21.5538 21.5538
14A13 2.7434 2.9655 10.0000 13.6000 7.1056 7.1056 1.6000 9.6286 9.6286 6.4000 16.7342 16.7342
1312 2.7434 2.6203 14.0000 19.0000 7.5744 7.5744 3.1000 18.3154 18.3154 6.6000 25.8898 25.8898
1211 2.6203 2.4056 37.0000 16.9000 4.8114 4.8114 5.5000 15.6346 15.6346 13.6000 20.4460 20.4460
1103 2.4056 2.0677 35.0000 33.1000 20.8815 20.8815 3.8000 6.9188 6.9188 3.9000 27.8003 27.8003
0912 3.5342 2.6203 55.0000 9.9000 9.8199 9.8199 9.8000 0.0199 0.0199 0.0000 9.8398 9.8398
0811 3.0574 2.4056 55.0000 9.9000 9.8200 9.8200 9.8000 0.0200 0.0200 0.0000 9.8400 9.8400
0201 2.0331 1.9129 10.0000 33.1000 19.0297 19.0297 3.8000 6.9151 6.9151 2.0000 25.9448 25.9448
5248 7.0366 4.8283 58.0000 15.0000 14.9046 14.9046 5.0000 14.9046 14.9046 5.0000 29.8091 29.8091
4845 4.6651 3.6688 60.0000 9.9000 9.8373 9.8373 9.8000 0.0373 0.0373 0.0000 9.8745 9.8745
4250 7.3325 5.7699 58.0000 25.0000 24.9078 24.9078 5.0000 24.9078 24.9078 5.0000 49.8157 49.8157
5338 8.5268 6.1041 78.0000 17.5000 17.4101 17.4101 5.0000 17.4101 17.4101 5.0000 34.8202 34.8202
3851 6.1041 4.8250 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.7165 4.1280 25.0000 19.0000 8.0867 8.0867 8.1000 0.0867 0.0867 0.1000 8.1734 8.1734
4645o 4.1280 3.6688 33.0000 19.0000 18.9029 18.9029 8.1000 0.4124 0.4124 0.1000 19.3152 19.3152
3836o 6.1041 5.8723 40.0000 14.0000 11.5712 11.5712 8.1000 3.5712 3.5712 0.1000 15.1425 15.1425
3635o 5.8723 5.2987 20.0000 19.6000 19.5118 19.5118 5.2000 22.2097 22.2097 6.5000 41.7215 41.7215
2217o 3.6679 3.2151 35.0000 11.0000 10.9074 10.9074 0.1000 4.0306 4.0306 4.0000 14.9380 14.9380
2019o 7.0407 6.1062 30.0000 9.9000 9.8175 9.8175 9.8000 0.0175 0.0175 0.0000 9.8349 9.8349
1918o 6.1062 3.2583 110.0000 19.0000 14.2730 14.2730 8.1000 1.8306 1.8306 0.1000 16.1035 16.1035
1817o 3.2583 3.1959 22.0000 19.0000 18.9034 18.9034 8.1000 2.7630 2.7630 0.1000 21.6664 21.6664
1009o 4.6262 3.5342 50.0000 7.5000 5.7127 5.7127 5.0000 0.7127 0.7127 0.0000 6.4254 6.4254
0706o 5.0418 4.5830 30.0000 7.5000 6.4791 6.4791 5.0000 1.4791 1.4791 0.0000 7.9583 7.9583
0604o 4.5830 2.8882 57.0000 7.5000 7.0470 7.0470 5.0000 2.0470 2.0470 0.0000 9.0940 9.0940
0504o 4.3346 2.8882 63.0000 7.5000 6.4599 6.4599 5.0000 1.4599 1.4599 0.0000 7.9199 7.9199
0403o 2.8882 2.0810 20.0000 9.9000 9.8121 9.8121 9.8000 0.0121 0.0121 0.0000 9.8243 9.8243
0302o 2.0677 2.0331 10.0000 37.0000 19.9247 19.9247 8.0000 16.0164 16.0164 0.0000 35.9411 35.9411
14a14bo 3.1366 2.9655 10.0000 28.0000 27.0299 27.0299 8.0000 28.2199 28.2199 8.0000 55.2498 55.2498
*=========================================================*
| 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 0.1575 156.2365 0.2059 0.9925 ## N54 8.9000 8.9263
5047 0.5055 592.7079 0.5744 4.4911 ## N53 8.5000 8.5268
5114b 0.1135 98.5663 0.4128 2.6022 ## N52 7.0000 7.0366
4342 0.1597 152.7179 0.2091 0.7281 ## N38 5.0000 6.1041
3736 0.1750 160.9019 0.7411 19.1515 ## N51 3.8000 4.8250
3534 1.7123 985.8241 0.9299 18.4059 ## N48 3.6000 4.6651
3422 1.7044 995.0236 0.7828 33.8661 ## N50 4.7000 5.7699
3130 0.2632 244.1243 0.4111 10.6138 ## N47 3.6000 4.7165
3024 0.4493 1135.1669 2.9627 8.2213 ## N46 3.0000 4.1280
3036 1.2891 336.2759 0.4418 53.3249 ## N45 2.5000 3.6688
2827 0.3029 271.5377 1.1195 0.7576 ## N43 9.2000 9.2243
2726 0.6424 360.6612 0.2439 28.0004 ## N42 7.3000 7.3325
2629 0.6294 418.3922 0.4125 64.5217 ## N37 7.0000 7.0761
2930 1.0962 864.7448 0.9879 24.4823 ## N36 4.4700 5.8723
2725 0.2604 390.1480 2.4125 3.3409 ## N35 3.2000 4.3899
2524 0.2513 384.8315 2.4522 6.0603 ## N34 4.1000 4.2854
2422 0.6597 1526.1875 2.3281 11.2223 ## N31 7.5000 7.5280
L575 0.5296 415.8637 0.5501 22.8924 ## N30 4.2000 5.8852
2117 0.2485 233.3243 0.4814 21.6950 ## N29 6.4000 6.5679
1714B 2.5793 1183.4594 0.5825 123.7136 ## N28 8.3000 8.3902
1716 2.0650 3911.0741 2.3779 26.1019 ## N27 5.3500 6.7529
1615 1.2184 2753.8633 2.7414 12.4756 ## N26 6.5000 6.7556
1614A 0.8479 1159.6712 1.9117 4.6313 ## N25 4.8700 5.7346
4514B 1.1689 1046.6782 0.9397 24.9377 ## N24 2.5900 4.2181
4515 0.1743 510.6424 2.4363 2.3098 ## N23 4.7000 4.8405
1502 1.3686 3266.2900 2.7130 50.2145 ## N22 1.8600 3.6679
14A13 -4.3140 -3520.8426 -0.6586 58.7902 ## N21 2.0000 3.1963
1312 4.2980 3527.3682 0.5967 111.0209 ## N20 6.0000 7.0407
1211 4.0991 3495.3669 0.4032 385.0128 ## N19 4.5000 6.1062
1103 4.3473 4126.6458 0.4463 334.5665 ## N18 1.9000 3.2583
0912 0.1288 53.1833 0.0687 55.0339 ## N17 1.7500 3.1959
0908 0.1339 188.8646 1.1994 5.5998 ## N16 1.3400 3.1937
0811 0.2493 129.8934 0.4172 40.6384 ## N15 1.2100 2.5244
0804 0.2337 278.3406 1.4599 8.2075 ## N14B 1.8000 3.1366
0201 6.7124 9537.8213 1.3705 81.8123 ## N14A 1.6000 2.9655
5248 0.2672 321.5424 0.3655 0.5332 ## N13 1.8600 2.7434
4845 0.3976 465.7418 0.3617 10.2282 ## N12 1.6800 2.6203
4250 0.3534 363.1567 0.1796 5.1176 ## N11 1.3400 2.4056
5338 0.1742 173.8143 0.1061 5.6839 ## N10 3.6000 4.6262
3851 0.0000 0.0000 0.0000 0.0906 ## N9 2.5000 3.5342
4746o 0.5409 373.1995 1.0883 2.6975 ## N8 2.0000 3.0574
4746u 0.1019 475.7490 1.4196 2.4453 ## N7 4.0000 5.0418
4645o 0.5299 385.3023 0.6222 9.6285 ## N6 3.5000 4.5830
4645u 0.0989 466.8420 1.3755 3.2191 ## N5 3.3000 4.3346
3836o 0.2626 409.7861 0.1423 52.2619 ## N4 1.7000 2.8882
3635o 1.6793 936.4316 0.7100 8.1667 ## N3 1.1000 2.0677
2217o 1.7263 926.5229 1.0354 34.5204 ## N2 1.0500 2.0331
2217u 1.0298 2172.9200 2.3188 16.1646 ## N1 0.9300 1.9129
2019o 0.4286 180.3057 0.7564 2.2004 ##
2019u 0.4264 559.6240 2.6667 4.8449 ##
1918o 0.4261 123.6788 0.3220 12.2524 ##
1918u 0.8529 1213.8104 2.9886 16.3878 ##
1817o 1.2343 928.9738 0.5819 52.4715 ##
1817u 0.6217 736.5788 2.1897 6.4980 ##
1009o 0.0854 24.6490 0.5011 0.2661 ##
1009u 0.1842 217.9610 1.6497 5.2497 ##
0706o 0.1589 81.6219 0.4135 2.0170 ##
0706u 0.0887 139.8139 1.2366 2.1558 ##
0604o 0.7067 400.1418 1.1906 1.7837 ##
0604u 0.3052 514.1972 2.7427 4.2119 ##
0504o 0.1369 57.1426 0.5017 1.4612 ##
0504u 0.1351 177.1534 1.8866 3.3680 ##
0403o 0.7082 252.8688 0.8497 1.6796 ##
0403u 1.1895 1638.4764 2.8910 9.1016 ##
0302o 3.8033 2420.8815 0.6608 58.5860 ##
0302u 0.7585 3615.2730 0.8415 26.8050 ##
14a14bo 3.6916 2134.5568 0.3971 100.7833 ##
14a14bu 0.1452 219.8362 2.0287 0.7228 ##
FREE # 1 6.7112 9540.1901 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 0.1575 156.2365
N50 N47 0.5055 592.7079
N51 N14B 0.1135 98.5663
N43 N42 0.1597 152.7179
N37 N30 0.1750 160.9019
N35 N34 1.7123 985.8241
N34 N22 1.7044 995.0236
N31 N30 0.2632 244.1243
N30 N24 0.4493 1135.1669
N30 N36 1.2891 336.2759
N28 N27 0.3029 271.5377
N27 N26 0.6424 360.6612
N26 N29 0.6294 418.3922
N29 N30 1.0962 864.7448
N27 N25 0.2604 390.1480
N25 N24 0.2513 384.8315
N24 N22 0.6597 1526.1875
N23 N22 0.5296 415.8637
N21 N17 0.2485 233.3243
N17 N14B 2.5793 1183.4594
N17 N16 2.0650 3911.0741
N16 N15 1.2184 2753.8633
N16 N14A 0.8479 1159.6712
N45 N14B 1.1689 1046.6782
N45 N15 0.1743 510.6424
N15 N2 1.3686 3266.2900
N13 N14A 4.3140 3520.8426
N13 N12 4.2980 3527.3682
N12 N11 4.0991 3495.3669
N11 N3 4.3473 4126.6458
N9 N12 0.1288 53.1833
N9 N8 0.1339 188.8646
N8 N11 0.2493 129.8934
N8 N4 0.2337 278.3406
N2 N1 6.7124 9537.8213
N52 N48 0.2672 321.5424
N48 N45 0.3976 465.7418
N42 N50 0.3534 363.1567
N53 N38 0.1742 173.8143
N47 N46 0.7438 848.9485
N46 N45 0.7270 852.1443
N38 N36 0.2626 409.7861
N36 N35 1.6793 936.4316
N22 N17 2.6708 3099.4429
N20 N19 0.7314 739.9297
N19 N18 1.2783 1337.4892
N18 N17 1.4852 The text continues on section 5.