Original source · versioned page text
e100y2hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 16:10.
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.. 24
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 147.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
2 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N42#1 N42 45.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
4 N42#2 N42 45.000 .28900 0.00 3.000 0.020 0.045 0.000 0.000 0.00
5 N50#1 N50 55.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
6 N50#2 N50 55.000 .30300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
7 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
8 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
9 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
10 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
11 N52#1 N52 38.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
12 N52#2 N52 38.000 .22400 9.00 3.000 0.020 0.045 0.000 0.000 0.00
13 N48#1 N48 32.000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
14 N48#2 N48 32.000 .19500 0.00 4.000 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 N43#1 0.0010 2.0000 2.0000
2 N43#2 0.0010 2.0000 2.0000
3 N42#1 0.0010 2.0000 2.0000
4 N42#2 0.0010 2.0000 2.0000
5 N50#1 0.0010 2.0000 2.0000
6 N50#2 0.0010 2.0000 2.0000
7 N47#1 0.0010 2.0000 2.0000
8 N47#2 0.0010 2.0000 2.0000
9 N54#1 0.0010 2.0000 2.0000
10 N54#2 0.0010 2.0000 2.0000
11 N52#1 0.0010 2.0000 2.0000
12 N52#2 0.0010 2.0000 2.0000
13 N48#1 0.0010 2.0000 2.0000
14 N48#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 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N48#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
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
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
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 *
***********************************************************
N43 N42 N50 N47 N54 N52
N48 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
------------- ------- -------- ------------- ------- --------
N43#1 2124 540 N43#2 2116 540 N42#1 3144 540
N42#2 2108 540 N50#1 3144 540 N50#2 2112 540
N47#1 2160 540 N47#2 4228 1080 N54#1 2156 540
N54#2 2108 540 N52#1 3144 540 N52#2 4472 1080
N48#1 3144 540 N48#2 2116 540 N45#1 2160 540
N45#2 4248 1080 N53#1 1784 540 N53#2 2116 540
N38#1 2132 540 N38#2 2108 540 N37#1 2136 540
N37#2 4276 1080 N31#1 2136 540 N31#2 4280 1080
N28#1 2136 540 N28#2 4280 1080 N27#1 2128 540
N27#2 4244 1080 N35#1 2156 540 N35#2 2152 540
N23#1 2128 540 N23#2 4292 1080 N22#1 2128 540
N22#2 2120 540 N21#1 2124 540 N21#2 4272 1080
N20#1 2084 540 N20#2 1800 540 N19#1 2144 540
N19#2 4200 1080 N18#1 2120 540 N18#2 4224 1080
N17#1 2144 540 N17#2 4340 1080 N10#1 2132 540
N10#2 2104 540 N8#1 2132 540 N8#2 2100 540
N7#1 2128 540 N7#2 2100 540 N6#1 2112 540
N6#2 2008 540 N5#1 2132 540 N5#2 2104 540
N4#1 2128 540 N4#2 2100 540 N11#1 2008 540
N11#2 4228 1080 N2#1 2124 540 N2#2 4236 1080
N26#1 2124 540 N26#2 2068 540 N29#1 2140 540
N29#2 4244 1080 N30#1 2144 540 N30#2 4288 1080
N36#1 2136 540 N36#2 4276 1080 N51#1 3144 540
N51#2 2120 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 147.0000 mm
Total rainfall read for gage # 1 is 120.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.972299E+04 147.000
Total Infiltration 3.038372E+02 2.265
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.942241E+04 144.760
Total Water remaining in Surface Storage 4.386001E+00 0.033
Infiltration over the Pervious Area... 3.038372E+02 3.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.973063E+04 147.057
Total Precipitation + Initial Storage. 1.972299E+04 147.000
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0387
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 1.942241E+04 144.760
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 1.941665E+04 144.717
Initial Storage + Inflow.................... 1.942241E+04 144.760
Final Storage + Outflow + Diverted GW....... 1.941665E+04 144.717
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0297
##################################################
# 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........... 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).... 147.00000 147.00000 147.00000 147.00000 147.00000 147.00000
Max Intensity (mm/hr).. 222.26400 222.26400 222.26400 222.26400 222.26400 222.26400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 143.06456 0.00000 143.04559 0.00000 143.05616
Total Losses (mm)...... 0.00000 3.91606 0.00000 3.92501 0.00000 3.92038
Remaining Depth (mm)... 0.00000 0.01938 0.00000 0.02940 0.00000 0.02347
Peak Runoff Rate (cms). 0.00000 0.11667 0.00000 0.15688 0.00000 0.16752
Total Impervious Area
---------------------
Total Runoff Depth (mm) 147.03779 0.00000 147.02264 0.00000 147.04025 0.00000
Peak Runoff Rate (cms). 0.00057 0.00000 0.00062 0.00000 0.00062 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 147.03779 0.00000 147.02264 0.00000 147.04025 0.00000
Peak Runoff Rate (cms). 0.00057 0.00002 0.00062 0.00002 0.00062 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) 147.03779 143.06456 147.02264 143.04559 147.04025 143.05616
Peak Runoff Rate (cms). 0.00057 0.11667 0.00062 0.15688 0.00062 0.16752
Unit Runoff (mm/hr).... 207.61591 203.61746 224.11574 197.04992 224.96420 200.69377
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 N54#1 N54#2 N52#1 N52#2
Area (hectares)........ 0.03600 0.33001 0.00100 0.21200 0.00100 0.22400
Percent Impervious..... 100.00000 18.00000 100.00000 0.00000 100.00000 9.00000
Total Rainfall (mm).... 147.00000 147.00000 147.00000 147.00000 147.00000 147.00000
Max Intensity (mm/hr).. 222.26400 222.26400 222.26400 222.26400 222.26400 222.26400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 143.00914 0.00000 143.04972 0.00000 143.05791
Total Losses (mm)...... 0.00000 3.93561 0.00000 3.92330 0.00000 3.91952
Remaining Depth (mm)... 0.00000 0.05524 0.00000 0.02698 0.00000 0.02256
Peak Runoff Rate (cms). 0.00000 0.13858 0.00000 0.11591 0.00000 0.11304
Total Impervious Area
---------------------
Total Runoff Depth (mm) 147.16309 147.13217 147.14651 0.00000 147.01363 147.18881
Peak Runoff Rate (cms). 0.02222 0.03658 0.00062 0.00000 0.00062 0.01245
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 147.16309 147.13217 147.14651 0.00000 147.01363 147.18881
Peak Runoff Rate (cms). 0.02222 0.03658 0.00062 0.00002 0.00062 0.01245
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) 147.16309 143.75129 147.14651 143.04972 147.01363 143.42969
Peak Runoff Rate (cms). 0.02222 0.17517 0.00062 0.11591 0.00062 0.12549
Unit Runoff (mm/hr).... 224.04824 192.68352 223.88525 198.46346 224.11575 203.35901
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........... N48#1 N48#2 N45#1 N45#2 N53#1 N53#2
Area (hectares)........ 0.00100 0.19500 0.03300 0.30401 0.00100 0.23301
Percent Impervious..... 100.00000 0.00000 100.00000 18.00000 100.00000 0.00000
Total Rainfall (mm).... 147.00000 147.00000 147.00000 147.00000 147.00000 147.00000
Max Intensity (mm/hr).. 222.26400 222.26400 222.26400 222.26400 222.26400 222.26400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 143.05898 0.00000 143.01921 0.00000 143.06301
Total Losses (mm)...... 0.00000 3.91899 0.00000 3.93335 0.00000 3.91690
Remaining Depth (mm)... 0.00000 0.02203 0.00000 0.04744 0.00000 0.02009
Peak Runoff Rate (cms). 0.00000 0.10834 0.00000 0.12959 0.00000 0.13035
Total Impervious Area
---------------------
Total Runoff Depth (mm) 147.01264 0.00000 147.16909 147.13887 146.81369 0.00000
Peak Runoff Rate (cms). 0.00062 0.00000 0.02037 0.03373 0.00044 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 147.01264 0.00000 147.16909 147.13887 146.81369 0.00000
Peak Runoff Rate (cms). 0.00062 0.00002 0.02037 0.03373 0.00044 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 147.01264 143.05898 147.16909 143.76075 146.81369 143.06301
Peak Runoff Rate (cms). 0.00062 0.10834 0.02037 0.16332 0.00044 0.13035
Unit Runoff (mm/hr).... 224.11575 201.67803 224.07671 195.01797 159.59991 203.07840
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).... 147.00000 147.00000 147.00000 147.00000 147.00000 147.00000
Max Intensity (mm/hr).. 222.26400 222.26400 222.26400 222.26400 222.26400 222.26400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 143.04347 0.00000 143.07077 0.00000 143.07362
Total Losses (mm)...... 0.00000 3.92585 0.00000 3.91250 0.00000 3.91075
Remaining Depth (mm)... 0.00000 0.03069 0.00000 0.01673 0.00000 0.01562
Peak Runoff Rate (cms). 0.00000 0.13521 0.00000 0.05158 0.00000 0.07852
Total Impervious Area
---------------------
Total Runoff Depth (mm) 147.06240 0.00000 147.06843 147.14146 147.06839 147.14441
Peak Runoff Rate (cms). 0.02547 0.00000 0.05368 0.02404 0.07873 0.03644
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 147.06240 0.00000 147.06843 147.14146 147.06839 147.14441
Peak Runoff Rate (cms). 0.02547 0.00072 0.05368 0.02404 0.07873 0.03644
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) 147.06240 143.04347 147.06843 144.29198 147.06839 144.29486
Peak Runoff Rate (cms). 0.02547 0.13521 0.05368 0.07562 0.07873 0.11496
Unit Runoff (mm/hr).... 215.05718 196.33293 216.52558 211.15719 216.51542 211.84054
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).... 147.00000 147.00000 147.00000 147.00000 147.00000 147.00000
Max Intensity (mm/hr).. 222.26400 222.26400 222.26400 222.26400 222.26400 222.26400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 143.06990 0.00000 143.02349 0.00000 143.16526
Total Losses (mm)...... 0.00000 3.91301 0.00000 3.93226 0.00000 3.83299
Remaining Depth (mm)... 0.00000 0.01708 0.00000 0.04425 0.00000 0.00175
Peak Runoff Rate (cms). 0.00000 0.09635 0.00000 0.15818 0.00000 0.01282
Total Impervious Area
---------------------
Total Runoff Depth (mm) 147.06892 147.15616 147.04553 147.08481 147.12915 0.00000
Peak Runoff Rate (cms). 0.09071 0.03502 0.12100 0.09850 0.03078 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 147.06892 147.15616 147.04553 147.08481 147.12915 0.00000
Peak Runoff Rate (cms). 0.09071 0.03502 0.12100 0.09850 0.03078 0.00087
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) 147.06892 144.09147 147.04553 144.44495 147.12915 143.16526
Peak Runoff Rate (cms). 0.09071 0.13137 0.12100 0.25667 0.03078 0.01282
Unit Runoff (mm/hr).... 216.63734 210.08387 210.16276 200.37117 223.47688 221.56125
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).... 147.00000 147.00000 147.00000 147.00000 147.00000 147.00000
Max Intensity (mm/hr).. 222.26400 222.26400 222.26400 222.26400 222.26400 222.26400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 143.11610 0.00000 143.06756 0.00000 143.08368
Total Losses (mm)...... 0.00000 3.87841 0.00000 3.91438 0.00000 3.90411
Remaining Depth (mm)... 0.00000 0.00549 0.00000 0.01806 0.00000 0.01221
Peak Runoff Rate (cms). 0.00000 0.15932 0.00000 0.12008 0.00000 0.08586
Total Impervious Area
---------------------
Total Runoff Depth (mm) 147.05321 147.12253 147.04654 0.00000 147.03779 147.08827
Peak Runoff Rate (cms). 0.00059 0.19988 0.00058 0.00000 0.00057 0.11010
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 147.05321 147.12253 147.04654 0.00000 147.03779 147.08827
Peak Runoff Rate (cms). 0.00059 0.19988 0.00058 0.00002 0.00057 0.11010
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) 147.05321 145.31964 147.04654 143.06756 147.03779 145.28620
Peak Runoff Rate (cms). 0.00059 0.35920 0.00058 0.12008 0.00057 0.19596
Unit Runoff (mm/hr).... 212.51974 220.62670 210.48129 204.64787 207.61591 215.56350
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).... 147.00000 147.00000 147.00000 147.00000 147.00000 147.00000
Max Intensity (mm/hr).. 222.26400 222.26400 222.26400 222.26400 222.26400 222.26400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 142.86819 0.00000 142.99570 0.00000 142.99704
Total Losses (mm)...... 0.00000 3.94826 0.00000 3.93808 0.00000 3.93786
Remaining Depth (mm)... 0.00000 0.18355 0.00000 0.06622 0.00000 0.06510
Peak Runoff Rate (cms). 0.00000 0.13799 0.00000 0.23099 0.00000 0.19487
Total Impervious Area
---------------------
Total Runoff Depth (mm) 146.97550 0.00000 147.08540 147.06815 147.03039 147.16685
Peak Runoff Rate (cms). 0.37711 0.00000 0.07508 0.14756 0.05085 0.02654
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 146.97550 0.00000 147.08540 147.06815 147.03039 147.16685
Peak Runoff Rate (cms). 0.37711 0.01068 0.07508 0.14756 0.05085 0.02654
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) 146.97550 142.86819 147.08540 144.42106 147.03039 143.41402
Peak Runoff Rate (cms). 0.37711 0.13799 0.07508 0.37854 0.05085 0.22141
Unit Runoff (mm/hr).... 187.78129 160.03756 219.78089 194.36060 205.09065 186.91657
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).... 147.00000 147.00000 147.00000 147.00000 147.00000 147.00000
Max Intensity (mm/hr).. 222.26400 222.26400 222.26400 222.26400 222.26400 222.26400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 143.04211 0.00000 143.04257 0.00000 143.03044
Total Losses (mm)...... 0.00000 3.92636 0.00000 3.92619 0.00000 3.93029
Remaining Depth (mm)... 0.00000 0.03153 0.00000 0.03124 0.00000 0.03927
Peak Runoff Rate (cms). 0.00000 0.05342 0.00000 0.05940 0.00000 0.05292
Total Impervious Area
---------------------
Total Runoff Depth (mm) 147.09102 147.18621 147.06244 0.00000 147.05488 0.00000
Peak Runoff Rate (cms). 0.01641 0.00679 0.13627 0.00000 0.12909 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 147.09102 147.18621 147.06244 0.00000 147.05488 0.00000
Peak Runoff Rate (cms). 0.01641 0.00679 0.13627 0.00386 0.12909 0.00366
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) 147.09102 143.45652 147.06244 143.04257 147.05488 143.03044
Peak Runoff Rate (cms). 0.01641 0.06021 0.13627 0.05940 0.12909 0.05292
Unit Runoff (mm/hr).... 220.58829 198.70145 215.06803 196.03144 213.00640 192.09336
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).... 147.00000 147.00000 147.00000 147.00000 147.00000 147.00000
Max Intensity (mm/hr).. 222.26400 222.26400 222.26400 222.26400 222.26400 222.26400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 143.03175 0.00000 142.96725 0.00000 143.03867
Total Losses (mm)...... 0.00000 3.92989 0.00000 3.94185 0.00000 3.92761
Remaining Depth (mm)... 0.00000 0.03835 0.00000 0.09090 0.00000 0.03372
Peak Runoff Rate (cms). 0.00000 0.05197 0.00000 0.14313 0.00000 0.05526
Total Impervious Area
---------------------
Total Runoff Depth (mm) 147.05268 0.00000 147.01430 0.00000 147.05887 0.00000
Peak Runoff Rate (cms). 0.12285 0.00000 0.37765 0.00000 0.13272 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 147.05268 0.00000 147.01430 0.00000 147.05887 0.00000
Peak Runoff Rate (cms). 0.12285 0.00348 0.37765 0.01069 0.13272 0.00376
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) 147.05268 143.03175 147.01430 142.96725 147.05887 143.03867
Peak Runoff Rate (cms). 0.12285 0.05197 0.37765 0.14313 0.13272 0.05526
Unit Runoff (mm/hr).... 212.36299 192.50756 199.54881 176.12994 214.12253 194.73678
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).... 147.00000 147.00000 147.00000 147.00000 147.00000 147.00000
Max Intensity (mm/hr).. 222.26400 222.26400 222.26400 222.26400 222.26400 222.26400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 143.02995 0.00000 143.00236 0.00000 143.00895
Total Losses (mm)...... 0.00000 3.93044 0.00000 3.93693 0.00000 3.93565
Remaining Depth (mm)... 0.00000 0.03961 0.00000 0.06071 0.00000 0.05540
Peak Runoff Rate (cms). 0.00000 0.10258 0.00000 0.37425 0.00000 0.15206
Total Impervious Area
---------------------
Total Runoff Depth (mm) 147.05208 0.00000 146.93332 147.18102 147.03779 147.17265
Peak Runoff Rate (cms). 0.26538 0.00000 0.00049 0.03961 0.00057 0.02037
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 147.05208 0.00000 146.93332 147.18102 147.03779 147.17265
Peak Runoff Rate (cms). 0.26538 0.00751 0.00049 0.03961 0.00057 0.02037
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) 147.05208 143.02995 146.93332 143.33666 147.03779 143.42532
Peak Runoff Rate (cms). 0.26538 0.10258 0.00049 0.41386 0.00057 0.17243
Unit Runoff (mm/hr).... 212.18550 191.94097 178.11050 187.32300 207.61591 189.67405
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).... 147.00000 147.00000 147.00000 147.00000 147.00000 147.00000
Max Intensity (mm/hr).. 222.26400 222.26400 222.26400 222.26400 222.26400 222.26400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 143.00685 0.00000 143.04025 0.00000 143.08664
Total Losses (mm)...... 0.00000 3.93607 0.00000 3.92704 0.00000 3.90201
Remaining Depth (mm)... 0.00000 0.05707 0.00000 0.03270 0.00000 0.01135
Peak Runoff Rate (cms). 0.00000 0.01787 0.00000 0.15599 0.00000 0.06315
Total Impervious Area
---------------------
Total Runoff Depth (mm) 147.03804 0.00000 147.08158 147.07934 147.09012 147.16616
Peak Runoff Rate (cms). 0.01316 0.00000 0.07969 0.12656 0.05588 0.02483
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 147.03804 0.00000 147.08158 147.07934 147.09012 147.16616
Peak Runoff Rate (cms). 0.01316 0.00037 0.07969 0.12656 0.05588 0.02483
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) 147.03804 143.00685 147.08158 144.73667 147.09012 144.18811
Peak Runoff Rate (cms). 0.01316 0.01787 0.07969 0.28255 0.05588 0.08799
Unit Runoff (mm/hr).... 207.70061 185.29277 219.15811 205.13118 220.46857 214.35480
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).... 147.00000 147.00000 147.00000 147.00000
Max Intensity (mm/hr).. 222.26400 222.26400 222.26400 222.26400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 143.06776 0.00000 143.07280
Total Losses (mm)...... 0.00000 3.91426 0.00000 3.91126
Remaining Depth (mm)... 0.00000 0.01798 0.00000 0.01593
Peak Runoff Rate (cms). 0.00000 0.06999 0.00000 0.08132
Total Impervious Area
---------------------
Total Runoff Depth (mm) 147.07007 147.14768 147.01041 0.00000
Peak Runoff Rate (cms). 0.06274 0.02831 0.00062 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 147.07007 147.14768 147.01041 0.00000
Peak Runoff Rate (cms). 0.06274 0.02831 0.00062 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) 147.07007 144.16934 147.01041 143.07280
Peak Runoff Rate (cms). 0.06274 0.09830 0.00062 0.08132
Unit Runoff (mm/hr).... 216.89621 209.89818 224.11575 206.42079
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
250.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| |
| |
| |
| ### |
| # # |
| # # |
| # # |
200.000 = # # =
| # # |
| # # |
| # # |
| ### # # |
| # # # # |
| # # # # |
| # # # # |
| # # # # |
| # # # # |
150.000 = # # # ### =
| # # # # |
| # # # # |
RAINFALL | # # # # |
| # # # # |
IN | # # # ### |
| # # # # |
MM/HR | # # # # |
| # # # # |
| ### # # # # |
100.000 = # # # # # # =
| # # # # # # |
| # # # # # # |
| # # # # # # |
| # # # # # # ### |
| # ### #### ### # |
| ### ### |
| # ### |
| # ### |
| # ### ### |
50.000 ### ### #### =
# # |
# # |
# ### ### |
# ### # |
# ##### |
# # |
# ### |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.4 0.8 1.2 1.6 2.0 2.4 2.8 3.2 3.6 4.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
EAGLE DRIVE TEWANTIN
EXISTING CASE - 1 YEAR -
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
Natural Cross-Section information for Channel 5453
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 66.0 meters. Maximum Elevation : 8.59 meters.
Main Channel Length : 66.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 66.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5047
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 47.0 meters. Maximum Elevation : 5.90 meters.
Main Channel Length : 47.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 47.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 5114b
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 50.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4342
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 55.0 meters. Maximum Elevation : 8.19 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 7.62 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 15.0 Max Topwidth : 39.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 4.02E+01 m
" " : 0.045 Beyond Station 25.0 Max left bank area : 2.83 m^2
Max right bank area : 2.83 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3736
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 3534
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.0 meters. Maximum Elevation : 5.10 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.90 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3422
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 40.0 meters. Maximum Elevation : 4.50 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 3.95 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.96 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 3130
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 55.0 meters. Maximum Elevation : 7.80 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.035 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 3036
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 18.0 meters. Maximum Elevation : 6.10 meters.
Main Channel Length : 18.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2827
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 50.0 meters. Maximum Elevation : 7.10 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 4.16 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 3.5 Max Topwidth : 14.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.53E+01 m
" " : 0.035 Beyond Station 11.5 Max left bank area : 0.72 m^2
Max right bank area : 0.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.72 m^2
Natural Cross-Section information for Channel 2726
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 10.0 meters. Maximum Elevation : 7.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 2629
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 45.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 45.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 45.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 2930
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 48.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 48.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 48.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel L575
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 60.0 meters. Maximum Elevation : 5.00 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 3.96 m^2.
Maximum hydraulic radius : 0.20 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 19.90 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.00E+01 m
" " : 0.045 Beyond Station 19.9 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.96 m^2
Natural Cross-Section information for Channel 2117
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 4.94 m^2.
Maximum hydraulic radius : 0.46 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 9.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.08E+01 m
" " : 0.020 Beyond Station 9.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.90 m^2
Natural Cross-Section information for Channel 1714B
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 28.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 28.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 28.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 4514B
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 24.0 meters. Maximum Elevation : 3.95 meters.
Main Channel Length : 24.0 meters. Maximum depth : 0.45 meters.
Right Overbank Length : 24.0 meters. Maximum Section Area : 8.01 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 28.47 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.89E+01 m
" " : 0.050 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.45 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.20 m^2
Natural Cross-Section information for Channel 14A13
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.27 meters.
Main Channel Length : 10.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 19.74 m^2.
Maximum hydraulic radius : 0.53 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 37.16 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.75E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 5.41 m^2
Max right bank area : 5.26 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.08 m^2
Natural Cross-Section information for Channel 1312
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.0 meters. Maximum Elevation : 3.26 meters.
Main Channel Length : 14.0 meters. Maximum depth : 1.40 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 25.82 m^2.
Maximum hydraulic radius : 0.55 meters.
Manning N : 0.100 to Station 15.9 Max Topwidth : 46.66 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.68E+01 m
" " : 0.035 Beyond Station 25.6 Max left bank area : 5.35 m^2
Max right bank area : 10.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.47 m^2
Natural Cross-Section information for Channel 1211
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 37.0 meters. Maximum Elevation : 2.97 meters.
Main Channel Length : 37.0 meters. Maximum depth : 1.70 meters.
Right Overbank Length : 37.0 meters. Maximum Section Area : 32.98 m^2.
Maximum hydraulic radius : 0.82 meters.
Manning N : 0.100 to Station 11.4 Max Topwidth : 39.58 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.04E+01 m
" " : 0.035 Beyond Station 30.5 Max left bank area : 3.84 m^2
Max right bank area : 5.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.54 m^2
Natural Cross-Section information for Channel 1103
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 48.30 m^2.
Maximum hydraulic radius : 1.14 meters.
Manning N : 0.100 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 4.23E+01 m
" " : 0.035 Beyond Station 37.0 Max left bank area : 31.60 m^2
Max right bank area : 3.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.17 m^2
Natural Cross-Section information for Channel 0912
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0811
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 55.0 meters. Maximum Elevation : 3.40 meters.
Main Channel Length : 55.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 55.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0201
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 47.93 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.150 to Station 29.3 Max Topwidth : 40.10 meters.
" " : 0.040 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.150 Beyond Station 35.1 Max left bank area : 31.60 m^2
Max right bank area : 6.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.32 m^2
Natural Cross-Section information for Channel 5248
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 5.72 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 10.0 Max Topwidth : 29.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.02E+01 m
" " : 0.045 Beyond Station 20.0 Max left bank area : 1.88 m^2
Max right bank area : 1.88 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4845
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 60.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 60.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 1.97 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.035 to Station 0.1 Max Topwidth : 9.93 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.96 m^2
Natural Cross-Section information for Channel 4250
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 58.0 meters. Maximum Elevation : 6.69 meters.
Main Channel Length : 58.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 58.0 meters. Maximum Section Area : 9.52 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 20.0 Max Topwidth : 49.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 5.02E+01 m
" " : 0.045 Beyond Station 30.0 Max left bank area : 3.78 m^2
Max right bank area : 3.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 5338
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 78.0 meters. Maximum Elevation : 7.69 meters.
Main Channel Length : 78.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 78.0 meters. Maximum Section Area : 6.67 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 12.5 Max Topwidth : 34.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.52E+01 m
" " : 0.045 Beyond Station 22.5 Max left bank area : 2.36 m^2
Max right bank area : 2.36 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 3851
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 42.0 meters. Maximum Elevation : 5.69 meters.
Main Channel Length : 42.0 meters. Maximum depth : 0.20 meters.
Right Overbank Length : 42.0 meters. Maximum Section Area : 3.82 m^2.
Maximum hydraulic radius : 0.19 meters.
Manning N : 0.045 to Station 5.0 Max Topwidth : 19.88 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.02E+01 m
" " : 0.045 Beyond Station 15.0 Max left bank area : 0.93 m^2
Max right bank area : 0.93 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.95 m^2
Natural Cross-Section information for Channel 4746o
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 25.0 meters. Maximum Elevation : 5.30 meters.
Main Channel Length : 25.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 4645o
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 33.0 meters. Maximum Elevation : 4.40 meters.
Main Channel Length : 33.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 6.63 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.045 to Station 10.9 Max Topwidth : 26.94 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.73E+01 m
" " : 0.045 Beyond Station 19.1 Max left bank area : 2.82 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3836o
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 40.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 40.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 40.0 meters. Maximum Section Area : 4.76 m^2.
Maximum hydraulic radius : 0.24 meters.
Manning N : 0.035 to Station 5.9 Max Topwidth : 19.89 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.01E+01 m
" " : 0.035 Beyond Station 14.1 Max left bank area : 0.99 m^2
Max right bank area : 0.99 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 3635o
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 20.0 meters. Maximum Elevation : 6.17 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 14.87 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.035 to Station 14.4 Max Topwidth : 41.86 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 4.24E+01 m
" " : 0.035 Beyond Station 26.1 Max left bank area : 5.01 m^2
Max right bank area : 5.55 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.30 m^2
Natural Cross-Section information for Channel 2217o
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 35.0 meters. Maximum Elevation : 3.90 meters.
Main Channel Length : 35.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 5.18 m^2.
Maximum hydraulic radius : 0.33 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 15.05 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.56E+01 m
" " : 0.035 Beyond Station 15.0 Max left bank area : 3.36 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.80 m^2
Natural Cross-Section information for Channel 2019o
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 30.0 meters. Maximum Elevation : 7.30 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.96 m^2.
Maximum hydraulic radius : 0.28 meters.
Manning N : 0.030 to Station 0.1 Max Topwidth : 9.95 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.04E+01 m
" " : 0.030 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.94 m^2
Natural Cross-Section information for Channel 1918o
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 110.0 meters. Maximum Elevation : 6.40 meters.
Main Channel Length : 110.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 6.08 m^2.
Maximum hydraulic radius : 0.22 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 26.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 2.27 m^2
Max right bank area : 1.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.79 m^2
Natural Cross-Section information for Channel 1817o
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 22.0 meters. Maximum Elevation : 3.50 meters.
Main Channel Length : 22.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 22.0 meters. Maximum Section Area : 8.50 m^2.
Maximum hydraulic radius : 0.30 meters.
Manning N : 0.035 to Station 10.9 Max Topwidth : 27.60 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.035 Beyond Station 19.1 Max left bank area : 3.36 m^2
Max right bank area : 1.54 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.61 m^2
Natural Cross-Section information for Channel 1009o
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 50.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0706o
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 30.0 meters. Maximum Elevation : 4.90 meters.
Main Channel Length : 30.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.93 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.61 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0604o
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 57.0 meters. Maximum Elevation : 4.80 meters.
Main Channel Length : 57.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 57.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0504o
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 63.0 meters. Maximum Elevation : 4.60 meters.
Main Channel Length : 63.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 63.0 meters. Maximum Section Area : 2.71 m^2.
Maximum hydraulic radius : 0.27 meters.
Manning N : 0.035 to Station 2.5 Max Topwidth : 9.90 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.02E+01 m
" " : 0.035 Beyond Station 7.5 Max left bank area : 0.60 m^2
Max right bank area : 0.60 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.50 m^2
Natural Cross-Section information for Channel 0403o
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 20.0 meters. Maximum Elevation : 3.20 meters.
Main Channel Length : 20.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 3.94 m^2.
Maximum hydraulic radius : 0.37 meters.
Manning N : 0.045 to Station 0.1 Max Topwidth : 9.91 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 1.06E+01 m
" " : 0.045 Beyond Station 9.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.92 m^2
Natural Cross-Section information for Channel 0302o
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 10.0 meters. Maximum Elevation : 2.12 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 9.07 m^2.
Maximum hydraulic radius : 0.17 meters.
Manning N : 0.020 to Station 29.0 Max Topwidth : 52.93 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 5.32E+01 m
" " : 0.020 Beyond Station 37.0 Max left bank area : 2.56 m^2
Max right bank area : 4.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 2.40 m^2
Natural Cross-Section information for Channel 14a14bo
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 10.0 meters. Maximum Elevation : 3.49 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 22.36 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.035 to Station 20.0 Max Topwidth : 56.69 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 5.69E+01 m
" " : 0.035 Beyond Station 36.0 Max left bank area : 7.14 m^2
Max right bank area : 7.71 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.52 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 5453 66.0000 Natural 6.6692 0.0450 34.8760 0.2000
2 5047 47.0000 Natural 1.9733 0.0350 9.9333 0.2000
3 5114b 50.0000 Natural 1.9733 0.0350 9.9333 0.2000
4 4342 55.0000 Natural 7.6192 0.0450 39.8760 0.2000
5 3736 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
6 3534 10.0000 Natural 3.9400 0.0350 9.9000 0.4000
7 3422 40.0000 Natural 3.9520 0.0450 9.9600 0.4000
8 3130 55.0000 Natural 5.9580 0.0350 19.9200 0.3000
9 3024 51.0000 Circular 0.1590 0.0130 0.4500 0.4500
10 3036 18.0000 Natural 4.7616 0.0200 19.8889 0.4000
11 2827 50.0000 Natural 4.1558 0.0200 14.9231 0.4000
12 2726 10.0000 Natural 5.9625 0.0200 19.9500 0.3000
13 2629 45.0000 Natural 4.7616 0.0350 19.8889 0.4000
14 2930 48.0000 Natural 4.7616 0.0200 19.8889 0.4000
15 2725 30.0000 Circular 0.1104 0.0130 0.3750 0.3750
16 2524 80.0000 Circular 0.1104 0.0130 0.3750 0.3750
17 2422 39.0000 Circular 0.2827 0.0130 0.6000 0.6000
18 L575 60.0000 Natural 3.9650 0.0450 19.9000 0.3000
19 2117 10.0000 Natural 4.9417 0.0200 9.9667 0.5000
20 1714B 28.0000 Natural 8.4989 0.0200 27.6027 0.5000
21 1716 30.0000 Circular 0.8659 0.0130 1.0500 1.0500
22 1615 27.0000 Circular 0.4418 0.0130 0.7500 0.7500
23 1614A 10.0000 Circular 0.4418 0.0130 0.7500 0.7500
24 4514B 24.0000 Natural 8.0122 0.0200 28.4722 0.4500
25 4515 32.0000 Circular 0.0707 0.0130 0.3000 0.3000
26 1502 90.0000 Circular 0.5346 0.0130 0.8250 0.8250
27 14A13 10.0000 Natural 19.7437 0.1250 37.1635 1.7000
28 1312 14.0000 Natural 25.8234 0.1250 46.6564 1.4000
29 1211 37.0000 Natural 32.9763 0.1250 39.5815 1.7000
30 1103 35.0000 Natural 48.3030 0.1250 40.0982 2.0000
31 0912 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
32 0908 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
33 0811 55.0000 Natural 3.9360 0.0450 9.8800 0.4000
34 0804 50.0000 Circular 0.1590 0.0130 0.4500 0.4500
35 0201 10.0000 Natural 47.9275 0.0400 40.0982 2.0000
36 5248 58.0000 Natural 5.7192 0.0450 29.8760 0.2000
37 4845 60.0000 Natural 1.9733 0.0350 9.9333 0.2000
38 4250 58.0000 Natural 9.5192 0.0450 49.8760 0.2000
39 5338 78.0000 Natural 6.6692 0.0450 34.8760 0.2000
40 3851 42.0000 Natural 3.8192 0.0450 19.8760 0.2000
41 4746o 25.0000 Natural 6.0823 0.0200 26.9338 0.4000
42 4746u 25.0000 Circular 0.0707 0.0130 0.3000 0.3000
43 4645o 33.0000 Natural 6.6268 0.0200 26.9444 0.4000
44 4645u 33.0000 Circular 0.0707 0.0140 0.3000 0.3000
45 3836o 40.0000 Natural 4.7616 0.0200 19.8889 0.4000
46 3635o 20.0000 Natural 14.8725 0.0350 41.8623 0.4000
47 2217o 35.0000 Natural 5.1754 0.0200 15.0514 0.5000
48 2217u 35.0000 Circular 0.4418 0.0130 0.7500 0.7500
49 2019o 30.0000 Natural 2.9625 0.0200 9.9500 0.3000
50 2019u 30.0000 Circular 0.1590 0.0130 0.4500 0.4500
51 1918o 110.0000 Natural 6.0823 0.0200 26.9338 0.4000
52 1918u 110.0000 Circular 0.2827 0.0130 0.6000 0.6000
53 1817o 22.0000 Natural 8.4989 0.0200 27.6027 0.5000
54 1817u 22.0000 Circular 0.2827 0.0130 0.6000 0.6000
55 1009o 50.0000 Natural 2.7133 0.0200 9.9333 0.3000
56 1009u 50.0000 Circular 0.1104 0.0140 0.3750 0.3750
57 0706o 30.0000 Natural 2.7133 0.0200 9.9333 0.3000
58 0706u 30.0000 Circular 0.0707 0.0130 0.3000 0.3000
59 0604o 57.0000 Natural 2.7100 0.0200 9.9000 0.3000
60 0604u 57.0000 Circular 0.1104 0.0130 0.3750 0.3750
61 0504o 63.0000 Natural 2.7100 0.0200 9.9000 0.3000
62 0504u 63.0000 Circular 0.0707 0.0130 0.3000 0.3000
63 0403o 20.0000 Natural 3.9429 0.0450 9.9143 0.4000
64 0403u 20.0000 Circular 0.4418 0.0130 0.7500 0.7500
65 0302o 10.0000 Natural 9.0677 0.0300 52.9311 0.3000
66 0302u 10.0000 Rectangle 0.9000 0.0070 1.5000 0.6000
67 14a14bo 10.0000 Natural 22.3627 0.0350 56.6871 0.5000
68 14a14bu 10.0000 Circular 0.0707 0.0130 0.3000 0.3000
Total length of all conduits .... 2717.0000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5453 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4342 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3024 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2725 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2524 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2422 1.0000 0.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1716 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1615 1.0000 1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1614A 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4515 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1502 1.0000 -1.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0908 1.0000 1.8000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0804 1.0000 1.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5248 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4250 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5338 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
3851 1.0000 0.0000 0.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4746u 2.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4645u 2.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2217u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
2019u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1918u 1.0000 1.2000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1817u 1.0000 0.5000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
1009u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0706u 1.0000 3.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0604u 1.0000 0.9000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0504u 1.0000 3.0000 0.0000 0.2000 0.6500 3.0000 0.0000 Standard - Dynamic Wave
0403u 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
0302u 3.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
14a14bu 1.0000 2.0000 0.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
5453 0.10
5047 0.15
5114b 0.14
4342 0.12
3736 0.17
3534 0.99
3422 0.25
3130 0.16
3024 0.21
3036 0.43
2827 0.17
2726 0.86
2629 0.17
2930 0.16
2725 0.32
2524 0.12
2422 0.31
L575 0.12
2117 1.10 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1714B 0.31
1716 0.53
1615 0.50
1614A 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4514B 0.35
4515 0.27
1502 0.16
14A13 1.14 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
1312 0.83
1211 0.39
1103 0.49
0912 0.18
0908 0.19
0811 0.18
0804 0.21
0201 1.71 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5248 0.12
4845 0.12
4250 0.12
5338 0.09
3851 0.16
4746o 0.30
4746u 0.34
4645o 0.24
4645u 0.26
3836o 0.19
3635o 0.47
2217o 0.26
2217u 0.39
2019o 0.28
2019u 0.35
1918o 0.07
1918u 0.11
1817o 0.39
1817u 0.55
1009o 0.16
1009u 0.19
0706o 0.27
0706u 0.29
0604o 0.14
0604u 0.17
0504o 0.13
0504u 0.14
0403o 0.49
0403u 0.68
0302o 0.65
0302u 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
14a14bo 0.98
14a14bu 0.86
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 1.2518E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...14A13 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N54 10.0000 9.1000 8.9000 0.0000 0.0000 100.0000
2 N53 10.0000 8.7000 8.5000 0.0000 0.0000 100.0000
3 N52 10.0000 7.2000 7.0000 0.0000 0.0000 100.0000
4 N38 10.0000 6.4000 5.0000 0.0000 0.0000 100.0000
5 N51 10.0000 5.0000 3.8000 0.0000 0.0000 100.0000
6 N48 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
7 N50 10.0000 5.9000 4.7000 0.0000 0.0000 100.0000
8 N47 10.0000 5.0000 3.6000 0.0000 0.0000 100.0000
9 N46 10.0000 4.4000 3.0000 0.0000 0.0000 100.0000
10 N45 10.0000 3.9500 2.5000 0.0000 0.0000 100.0000
11 N43 10.0000 9.4000 9.2000 0.0000 0.0000 100.0000
12 N42 10.0000 7.5000 7.3000 0.0000 0.0000 100.0000
13 N37 10.0000 7.4000 7.0000 0.0000 0.0000 100.0000
14 N36 10.0000 6.1700 4.4700 0.0000 0.0000 100.0000
15 N35 10.0000 5.6000 3.2000 0.0000 0.0000 100.0000
16 N34 10.0000 4.5000 4.1000 0.0000 0.0000 100.0000
17 N31 10.0000 7.8000 7.5000 0.0000 0.0000 100.0000
18 N30 10.0000 6.0200 4.2000 0.0000 0.0000 100.0000
19 N29 10.0000 6.8000 6.4000 0.0000 0.0000 100.0000
20 N28 10.0000 8.7000 8.3000 0.0000 0.0000 100.0000
21 N27 10.0000 7.1000 5.3500 0.0000 0.0000 100.0000
22 N26 10.0000 6.9000 6.5000 0.0000 0.0000 100.0000
23 N25 10.0000 5.2450 4.8700 0.0000 0.0000 100.0000
24 N24 10.0000 3.3100 2.5900 0.0000 0.0000 100.0000
25 N23 10.0000 5.0000 4.7000 0.0000 0.0000 100.0000
26 N22 10.0000 3.9000 1.8600 0.0000 0.0000 100.0000
27 N21 10.0000 3.5000 2.0000 0.0000 0.0000 100.0000
28 N20 10.0000 7.3000 6.0000 0.0000 0.0000 100.0000
29 N19 10.0000 6.4000 4.5000 0.0000 0.0000 100.0000
30 N18 10.0000 3.5000 1.9000 0.0000 0.0000 100.0000
31 N17 10.0000 3.4500 1.7500 0.0000 0.0000 100.0000
32 N16 10.0000 2.4000 1.3400 0.0000 0.0000 100.0000
33 N15 10.0000 2.0350 1.2100 0.0000 0.0000 100.0000
34 N14B 10.0000 3.4900 1.8000 0.0000 0.0000 100.0000
35 N14A 10.0000 3.3000 1.6000 0.0000 0.0500 100.0000
36 N13 10.0000 3.5600 1.8600 0.0000 0.0000 100.0000
37 N12 10.0000 3.3800 1.6800 0.0000 0.0000 100.0000
38 N11 10.0000 3.3400 1.3400 0.0000 0.0000 100.0000
39 N10 10.0000 4.9000 3.6000 0.0000 0.0000 100.0000
40 N9 10.0000 3.9000 2.5000 0.0000 0.0000 100.0000
41 N8 10.0000 3.4000 2.0000 0.0000 0.0000 100.0000
42 N7 10.0000 5.3000 4.0000 0.0000 0.0000 100.0000
43 N6 10.0000 4.8000 3.5000 0.0000 0.0000 100.0000
44 N5 10.0000 4.6000 3.3000 0.0000 0.0000 100.0000
45 N4 10.0000 3.2000 1.7000 0.0000 0.0000 100.0000
46 N3 10.0000 3.1000 1.1000 0.0000 0.0000 100.0000
47 N2 10.0000 3.0500 1.0500 0.0000 0.0000 100.0000
48 N1 10.0000 2.9300 0.9300 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N54 -160933.7350 21464.0650 No Ponding Normal 0 0.0000
2 N53 -161132.8250 14803.0350 No Ponding Normal 0 0.0000
3 N52 -168049.5300 21557.1050 No Ponding Normal 0 0.0000
4 N38 -171342.0350 13776.1850 No Ponding Normal 0 0.0000
5 N51 -183391.7200 13671.2150 No Ponding Normal 0 0.0000
6 N48 -176025.4150 19815.8450 No Ponding Normal 0 0.0000
7 N50 -177291.3350 28776.7250 No Ponding Normal 0 0.0000
8 N47 -182708.2450 28224.6050 No Ponding Normal 0 0.0000
9 N46 -183144.6200 23513.7450 No Ponding Normal 0 0.0000
10 N45 -183781.4150 18191.7850 No Ponding Normal 0 0.0000
11 N43 -160877.9100 30752.6950 No Ponding Normal 0 0.0000
12 N42 -168854.7100 30176.4750 No Ponding Normal 0 0.0000
13 N37 -163185.6250 8519.0920 No Ponding Normal 0 0.0000
14 N36 -171002.6100 8477.4020 No Ponding Normal 0 0.0000
15 N35 -176413.7050 7885.9300 No Ponding Normal 0 0.0000
16 N34 -180869.7350 7741.9235 No Ponding Normal 0 0.0000
17 N31 -164385.5350 4588.4310 No Ponding Normal 0 0.0000
18 N30 -170933.9200 4706.1250 No Ponding Normal 0 0.0000
19 N29 -169588.4450 -678.5946 No Ponding Normal 0 0.0000
20 N28 -172031.4100 -12225.7755 No Ponding Normal 0 0.0000
21 N27 -175498.9150 -9027.3218 No Ponding Normal 0 0.0000
22 N26 -170830.3500 -6847.7516 No Ponding Normal 0 0.0000
23 N25 -172307.4050 -5393.6134 No Ponding Normal 0 0.0000
24 N24 -179776.0300 2128.6200 No Ponding Normal 0 0.0000
25 N23 -184047.3300 -636.5386 No Ponding Normal 0 0.0000
26 N22 -185510.3150 7745.8490 No Ponding Normal 0 0.0000
27 N21 -185150.2150 10420.6175 No Ponding Normal 0 0.0000
28 N20 -189542.4250 -9304.1651 No Ponding Normal 0 0.0000
29 N19 -189477.5500 -2208.3699 No Ponding Normal 0 0.0000
30 N18 -189624.9500 7255.5655 No Ponding Normal 0 0.0000
31 N17 -189367.5450 11390.8700 No Ponding Normal 0 0.0000
32 N16 -189286.5500 15867.7400 No Ponding Normal 0 0.0000
33 N15 -194635.3350 18302.1200 No Ponding Normal 0 0.0000
34 N14B -191784.3100 13315.6200 No Ponding Normal 0 0.0000
35 N14A -195516.3200 13900.7250 No Ponding Normal 0 0.0000
36 N13 -199544.1450 14155.5750 No Ponding Normal 0 0.0000
37 N12 -202640.9100 14379.8100 No Ponding Normal 0 0.0000
38 N11 -207024.4300 14873.4250 No Ponding Normal 0 0.0000
39 N10 -202201.4050 -3104.5867 No Ponding Normal 0 0.0000
40 N9 -203051.7300 4616.6540 No Ponding Normal 0 0.0000
41 N8 -207636.5450 6126.5595 No Ponding Normal 0 0.0000
42 N7 -213899.4250 -2964.5058 No Ponding Normal 0 0.0000
43 N6 -213521.8250 4143.1610 No Ponding Normal 0 0.0000
44 N5 -219359.6250 10858.6450 No Ponding Normal 0 0.0000
45 N4 -211049.3300 11314.7800 No Ponding Normal 0 0.0000
46 N3 -210711.3350 16862.2550 No Ponding Normal 0 0.0000
47 N2 -213577.0250 20559.9200 No Ponding Normal 0 0.0000
48 N1 -214633.7250 25034.5200 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 5453 N54 N52 8.9000 7.0000 No Design
2 5047 N50 N47 5.7000 4.6000 No Design
3 5114b N51 N14B 4.8000 3.0000 No Design
4 4342 N43 N42 9.2000 7.3000 No Design
5 3736 N37 N30 7.0000 5.5200 No Design
6 3534 N35 N34 4.2000 4.1000 No Design
7 3422 N34 N22 4.1000 3.4000 No Design
8 3130 N31 N30 7.5000 5.7000 No Design
9 3024 N30 N24 4.2000 2.8600 No Design
10 3036 N30 N36 5.6200 5.5200 No Design
11 2827 N28 N27 8.3000 6.7000 No Design
12 2726 N27 N26 6.7000 6.5000 No Design
13 2629 N26 N29 6.5000 6.4000 No Design
14 2930 N29 N30 6.4000 5.6200 No Design
15 2725 N27 N25 5.3500 4.8700 No Design
16 2524 N25 N24 4.8700 2.8600 No Design
17 2422 N24 N22 2.5900 1.8600 No Design
18 L575 N23 N22 4.7000 3.4000 No Design
19 2117 N21 N17 3.0000 2.9500 No Design
20 1714B N17 N14B 2.8500 2.8000 No Design
21 1716 N17 N16 1.7500 1.3500 No Design
22 1615 N16 N15 1.3400 1.2100 No Design
23 1614A N16 N14A 1.6500 1.6000 No Design
24 4514B N45 N14B 3.5000 2.8500 No Design
25 4515 N45 N15 2.5000 1.2100 No Design
26 1502 N15 N2 1.2100 1.0500 No Design
27 14A13 N13 N14A 1.8600 1.6000 No Design
28 1312 N13 N12 1.8600 1.6800 No Design
29 1211 N12 N11 1.6800 1.3400 No Design
30 1103 N11 N3 1.3400 1.1000 No Design
31 0912 N9 N12 3.5000 2.0000 No Design
32 0908 N9 N8 2.5000 2.0000 No Design
33 0811 N8 N11 3.0000 2.0000 No Design
34 0804 N8 N4 2.0000 1.7000 No Design
35 0201 N2 N1 1.0500 0.9300 No Design
36 5248 N52 N48 7.0000 4.8000 No Design
37 4845 N48 N45 4.6000 3.5000 No Design
38 4250 N42 N50 7.3000 5.7000 No Design
39 5338 N53 N38 8.5000 6.0000 No Design
40 3851 N38 N51 6.1500 4.8000 No Design
41 4746o N47 N46 4.6000 4.0000 No Design
42 4746u N47 N46 3.6000 3.0000 No Design
43 4645o N46 N45 4.0000 3.5000 No Design
44 4645u N46 N45 3.0000 2.5000 No Design
45 3836o N38 N36 6.0000 5.5200 No Design
46 3635o N36 N35 5.7700 5.2000 No Design
47 2217o N22 N17 3.4000 2.9500 No Design
48 2217u N22 N17 1.8600 1.7500 No Design
49 2019o N20 N19 7.0000 6.0000 No Design
50 2019u N20 N19 6.0000 4.5000 No Design
51 1918o N19 N18 6.0000 3.0000 No Design
52 1918u N19 N18 4.5000 1.9000 No Design
53 1817o N18 N17 3.0000 2.9500 No Design
54 1817u N18 N17 1.9000 1.7500 No Design
55 1009o N10 N9 4.6000 3.5000 No Design
56 1009u N10 N9 3.6000 2.5000 No Design
57 0706o N7 N6 5.0000 4.5000 No Design
58 0706u N7 N6 4.0000 3.5000 No Design
59 0604o N6 N4 4.5000 2.8000 No Design
60 0604u N6 N4 3.5000 1.7000 No Design
61 0504o N5 N4 4.3000 2.8000 No Design
62 0504u N5 N4 3.3000 1.7000 No Design
63 0403o N4 N3 2.8000 2.0000 No Design
64 0403u N4 N3 1.7000 1.1000 No Design
65 0302o N3 N2 1.8200 1.8100 No Design
66 0302u N3 N2 1.1000 1.0500 No Design
67 14a14bo N14B N14A 2.9900 2.5000 No Design
68 14a14bu N14B N14A 1.8000 1.6000 No Design
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N1 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N1 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
EAGLE DRIVE TEWANTIN
EXISTING CASE
Title from immediately preceding computational layer
EAGLE DRIVE TEWANTIN
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 35
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 33.15
#################################################
# Element numbers of interface inlet locations: #
#################################################
N43 N42 N50 N47 N54 N52 N48
N45 N53 N38 N37 N31 N28 N27
N35 N23 N22 N21 N20 N19 N18
N17 N10 N8 N7 N6 N5 N4
N11 N2 N26 N29 N30 N36 N51
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file Section 3
was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 8.2971 0.0288
5047 2.8812 0.0234
5114b 3.5733 0.0360
4342 10.3858 0.0345
3736 14.9983 0.0296
3534 5.8173 0.0100
3422 6.0122 0.0175
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
5248 8.1651 0.0379
4845 2.5500 0.0183
4250 11.5986 0.0276
5338 8.7547 0.0321
3851 5.0145 0.0321
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
3836o 9.9729 0.0120
3635o 35.6736 0.0285
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14a14bo 75.9084 0.0490
14a14bu 0.1368 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 8.50 N52/ 0.00 / 7.00
N38/ 0.00 / 5.00 N51/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50/ 0.00 / 4.70 N47/ 0.00 / 3.60 N46/ 0.00 / 3.00
N45/ 0.00 / 2.50 N43/ 0.00 / 9.20 N42/ 0.00 / 7.30
N37/ 0.00 / 7.00 N36/ 0.00 / 4.47 N35/ 0.00 / 3.20
N34/ 0.00 / 4.10 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.00/ 7.00 5047/ 3.60/ 3.60 5114b/ 1.80/ 1.80
4342/ 7.30/ 7.30 3736/ 4.20/ 4.20 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 5248/ 3.60/ 3.60
4845/ 2.50/ 2.50 4250/ 4.70/ 4.70 5338/ 5.00/ 5.00
3851/ 3.80/ 3.80 4746o/ 3.00/ 3.00 4746u/ 3.00/ 3.00
4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50 3836o/ 4.47/ 4.47
3635o/ 3.20/ 3.20 2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75
2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90
1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75
1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50
0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70
0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10
0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 90.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.5752 6.4379 5.0000
N51 3.2218 8.0545 340.0000
N48 2.8877 7.2192 35.0000
N50 2.5094 6.2736 50.0000
N47 1.8220 4.5551 1555.0000
N46 2.7586 6.8964 95.0000
N45 0.9615 2.4037 14415.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 2.1257 5.3143 20.0000
N35 3.7497 9.3743 0.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 0.2887 0.7217 1180.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 2.5173 6.2933 55.0000
N26 50.0000 50.0000 0.0000
N25 3.9567 9.8918 295.0000
N24 0.8686 2.1716 10.0000
N23 21.2208 50.0000 0.0000
N22 1.2523 3.1307 120.0000
N21 1.8924 4.7311 100.0000
N20 1.1571 2.8927 175.0000
N19 0.4394 1.0984 370.0000
N18 1.8107 4.5267 595.0000
N17 5.5208 13.8020 0.0000
N16 3.3880 8.4699 50.0000
N15 9.7659 24.4148 0.0000
N14B 1.2173 3.0434 85.0000
N14A 13.2710 33.1775 0.0000
N13 46.0471 50.0000 0.0000
N12 35.4591 50.0000 0.0000
N11 48.6806 50.0000 0.0000
N10 1.4015 3.5037 440.0000
N9 1.5260 3.8151 95.0000
N8 0.6783 1.6957 390.0000
N7 1.6917 4.2292 160.0000
N6 2.0647 5.1616 525.0000
N5 1.1675 2.9189 350.0000
N4 2.2332 5.5829 0.0000
N3 34.4658 50.0000 0.0000
N2 30.8090 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 6.7500 -0.0013 0.0299 Normal Soln
5047 35.0095 35.0095 50.0000 0.0000 0.0017 0.2572 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0012 0.0640 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0008 0.0255 Normal Soln
3736 36.3954 36.3954 50.0000 0.0000 0.0012 0.0247 Normal Soln
3534 5.1816 5.1816 13.0928 0.0000 0.0071 0.3671 Normal Soln
3422 20.9398 20.9398 50.0000 0.0000 0.0075 0.3541 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0035 0.0427 Normal Soln
3024 7.4198 7.4198 17.3319 0.0000 -0.0195 2.2860 Normal Soln
3036 12.0790 12.0790 50.0000 0.0000 0.0053 0.3240 Normal Soln
2827 30.2137 30.2137 48.5224 0.0000 0.0015 0.0411 Normal Soln
2726 8.3262 8.3262 50.0000 0.0000 0.0122 0.0653 Normal Soln
2629 34.0039 34.0039 50.0000 0.0000 0.0022 0.3818 Normal Soln
2930 29.6804 29.6804 50.0000 0.0000 0.0042 0.1490 Normal Soln
2725 5.0633 5.0633 13.1172 0.0000 0.0036 2.8007 Normal Soln
2524 14.4974 14.4974 32.5825 0.0000 -0.0024 2.3060 Normal Soln
2422 6.2970 6.2970 17.0209 0.0000 -0.0129 1.9514 Normal Soln
L575 47.3170 47.3170 50.0000 0.0000 0.0034 0.2279 Normal Soln
2117 7.3871 7.3871 23.3913 0.0000 0.0111 0.0954 Normal Soln
1714B 17.3899 17.3899 50.0000 0.0000 0.0346 0.4888 Normal Soln
1716 4.6241 4.6241 12.6981 0.0000 -0.0148 1.6698 Normal Soln
1615 3.9197 3.9197 9.9001 0.0000 0.0094 3.8206 Normal Soln
1614A 1.7723 1.7723 5.2708 43.5000 -0.0067 3.9520 Normal Soln
4514B 15.2359 15.2359 25.4246 0.0000 0.0165 0.0702 Normal Soln
4515 5.6807 5.6807 12.9698 0.0000 0.0037 2.2000 Normal Soln
1502 15.1659 15.1659 33.5056 0.0000 0.0131 4.7887 Normal Soln
14A13 3.9819 3.9819 17.7338 0.0000 -0.0144 0.3548 Normal Soln
1312 6.2458 6.2458 27.0884 0.0000 0.0120 0.3690 Normal Soln
1211 15.0991 15.0991 50.0000 0.0000 0.0099 0.2532 Normal Soln
1103 15.6422 15.6422 50.0000 0.0000 0.0100 0.1794 Normal Soln
0912 28.3749 28.3749 50.0000 0.0000 0.0010 0.0153 Normal Soln
0908 11.4198 11.4198 41.7342 0.0000 0.0033 3.4066 Normal Soln
0811 32.5794 32.5794 50.0000 0.0000 0.0034 0.0685 Normal Soln
0804 10.8006 10.8006 33.3670 0.0000 -0.0039 3.9599 Normal Soln
0201 3.0584 3.0584 7.3213 252.2500 -0.2094 0.1133 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0008 0.0584 Normal Soln
4845 47.1403 47.1403 50.0000 0.0000 0.0196 0.2362 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0010 0.0447 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0007 0.0312 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 15.4314 15.4314 27.1475 0.0000 0.0023 0.0374 Normal Soln
4746u 5.3218 5.3218 17.6778 0.0000 -0.0027 1.6575 Normal Soln
4645o 25.0746 25.0746 50.0000 0.0000 0.0023 0.0414 Normal Soln
4645u 6.9989 6.9989 23.9672 0.0000 -0.0029 2.5069 Normal Soln
3836o 30.9269 30.9269 50.0000 0.0000 0.0016 0.0440 Normal Soln
3635o 16.3961 16.3961 34.5133 0.0000 0.0079 0.0573 Normal Soln
2217o 18.2298 18.2298 33.7562 0.0000 0.0074 0.1361 Normal Soln
2217u 5.5511 5.5511 15.7053 0.0000 -0.0253 3.7884 Normal Soln
2019o 23.6785 23.6785 39.0851 0.0000 0.0033 0.0334 Normal Soln
2019u 5.1575 5.1575 11.6759 0.0000 -0.0048 2.0033 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0007 0.0028 Normal Soln
1918u 16.0618 16.0618 37.0611 0.0000 -0.1145 2.5721 Normal Soln
1817o 14.7221 14.7221 38.4334 0.0000 0.0075 0.2177 Normal Soln
1817u 3.9925 3.9925 10.0259 0.0000 -0.0082 3.8629 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 -0.0005 0.0015 Normal Soln
1009u 10.4125 10.4125 30.4202 0.0000 0.0019 2.6255 Normal Soln
0706o 32.0741 32.0741 50.0000 0.0000 0.0124 0.0388 Normal Soln
0706u 6.7990 6.7990 24.6384 0.0000 0.0025 2.2277 Normal Soln
0604o 33.0083 33.0083 50.0000 0.0000 0.0031 0.1170 Normal Soln
0604u 9.6546 9.6546 20.6401 0.0000 0.0064 2.8305 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0113 0.0182 Normal Soln
0504u 12.4691 12.4691 33.7551 0.0000 0.0025 2.9154 Normal Soln
0403o 18.0848 18.0848 40.1687 0.0000 0.0027 0.0409 Normal Soln
0403u 3.4244 3.4244 7.6704 0.0000 -0.0095 1.6085 Normal Soln
0302o 5.5411 5.5411 15.1464 0.0000 0.0117 1.6647 Normal Soln
0302u 2.7270 2.7270 11.9315 0.0000 0.0054 0.7089 Normal Soln
14a14bo 6.5536 6.5536 28.2015 0.0000 0.0160 0.0566 Normal Soln
14a14bu 1.9284 1.9284 5.4184 57.5000 -0.0061 2.7656 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/ 1.01 / 6.01/ 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/ 0.01 / 2.51/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.16 / 5.63/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.02 / 4.22/
N29/ 0.01 / 6.41/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.02 / 2.61/
N23/ 0.00 / 4.70/ N22/ 0.03 / 1.89/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.01 / 4.51/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.03 / 1.37/ N15/ 0.04 / 1.25/
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/ 0.01 / 1.71/
N3/ 0.00 / 1.10/ N2/ 0.02 / 1.07/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00*/
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00*/
1918u/ 0.00*/ 1817o/ 0.00 / 1817u/ 0.00*/
1009o/ 0.00*/ 1009u/ 0.00*/ 0706o/ 0.00*/
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00 / 0504u/ 0.00*/ 0403o/ 0.00*/
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.01 / 5047/ 0.02 / 5114b/ 0.01 /
4342/ 0.01 / 3736/ 0.03 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.60 /
3036/ -0.01 / 2827/ 0.04 / 2726/ 0.00 /
2629/ 0.04 / 2930/ 0.10 / 2725/ 0.18 /
2524/ 0.22 / 2422/ 0.32 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.42 /
1615/ 0.24 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.06 / 1502/ 0.26 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.08 / 0811/ 0.00 /
0804/ 0.07 / 0201/ 0.12 / 5248/ 0.02 /
4845/ 0.02 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.20 /
4645o/ 0.00 / 4645u/ 0.13 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.28 /
2019o/ 0.00 / 2019u/ 0.36 / 1918o/ 0.00 /
1918u/ 0.24 / 1817o/ 0.00 / 1817u/ 0.20 /
1009o/ 0.00 / 1009u/ 0.11 / 0706o/ 0.00 /
0706u/ 0.07 / 0604o/ 0.00 / 0604u/ 0.26 /
0504o/ 0.00 / 0504u/ 0.06 / 0403o/ 0.00 /
0403u/ 0.32 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.55 / 5047/ 0.33 / 5114b/ 0.08 /
4342/ 0.37 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.09 / 3024/ 0.18 /
3036/ 3.49 / 2827/ 0.03 / 2726/ 8.92 /
2629/ 0.57 / 2930/ 0.26 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.25 / L575/ 0.07 /
2117/ 0.04 / 1714B/ 1.62 / 1716/ 0.41 /
1615/ 0.31 / 1614A/ 0.33 / 4514B/ 0.19 /
4515/ 0.16 / 1502/ 0.34 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.14 /
0912/ 0.01 / 0908/ 0.15 / 0811/ 0.02 /
0804/ 0.18 / 0201/ 0.40 / 5248/ 0.48 /
4845/ 0.34 / 4250/ 0.50 / 5338/ 3.64 /
3851/ 0.05 / 4746o/ 0.01 / 4746u/ 0.12 /
4645o/ 0.13 / 4645u/ 0.12 / 3836o/ 3.54 /
3635o/ 0.01 / 2217o/ 0.42 / 2217u/ 0.30 /
2019o/ 0.06 / 2019u/ 0.18 / 1918o/ 0.09 /
1918u/ 0.24 / 1817o/ 0.14 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.05 /
0706u/ 0.12 / 0604o/ 0.07 / 0604u/ 0.15 /
0504o/ 0.07 / 0504u/ 0.12 / 0403o/ 0.03 /
0403u/ 0.29 / 0302o/ 0.04 / 0302u/ 1.50 /
14a14bo/ 0.01 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.01 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.01 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.16 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.01 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.01 / N24/ 0.30 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.03 / N15/ 0.04 /
N14B/ 1.20 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.01 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.01 /
N3/ 0.01 / N2/ 0.02 / N1/ 0.01 /
Junction/ Freeboard
N54/ 1.10 / N53/ 1.50 / N52/ 3.00 /
N38/ 3.99 / N51/ 5.20 / N48/ 5.40 /
N50/ 4.30 / N47/ 6.40 / N46/ 7.00 /
N45/ 7.49 / N43/ 0.80 / N42/ 2.70 /
N37/ 3.00 / N36/ 4.37 / N35/ 5.80 /
N34/ 5.90 / N31/ 2.50 / N30/ 5.78 /
N29/ 3.59 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.39 /
N23/ 5.30 / N22/ 8.11 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.49 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.63 / N15/ 8.75 /
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/ 8.29 /
N3/ 8.90 / N2/ 8.93 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.03 /
N38/ 1.10 / N51/ 1.02 / N48/ 1.05 /
N50/ 1.06 / N47/ 1.10 / N46/ 1.10 /
N45/ 1.15 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.07 / N36/ 1.39 / N35/ 1.14 /
N34/ 0.14 / N31/ 0.02 / N30/ 1.66 /
N29/ 0.14 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.21 / N25/ 0.83 / N24/ 1.59 /
N23/ 0.12 / N22/ 1.77 / N21/ 1.14 /
N20/ 1.03 / N19/ 1.54 / N18/ 1.32 /
N17/ 1.39 / N16/ 1.81 / N15/ 1.27 /
N14B/ 1.31 / N14A/ 1.25 / N13/ 0.81 /
N12/ 0.82 / N11/ 0.99 / N10/ 1.01 /
N9/ 1.02 / N8/ 1.04 / N7/ 1.03 /
N6/ 1.06 / N5/ 1.02 / N4/ 1.14 /
N3/ 0.91 / N2/ 0.92 / N1/ 0.92 /
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/ 0.18 / 2827/ 0.00 / 2726/ 0.00 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.01 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.02 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.18 /
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/ 0.14 / 5047/ 0.12 / 5114b/ 0.03 /
4342/ 0.08 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.01 / 3130/ 0.06 / 3024/ 0.10 /
3036/ 3.16 / 2827/ 0.01 / 2726/ 0.04 /
2629/ 0.20 / 2930/ 0.10 / 2725/ 0.01 /
2524/ 0.02 / 2422/ 0.15 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.12 /
1615/ 0.19 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.09 / 1502/ 0.70 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.05 / 1103/ 0.25 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.02 / 0201/ 0.20 / 5248/ 0.11 /
4845/ 0.16 / 4250/ 0.12 / 5338/ 1.14 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.02 / 3836o/ 7.04 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.16 /
2019o/ 0.00 / 2019u/ 0.02 / 1918o/ 0.00 /
1918u/ 0.13 / 1817o/ 0.00 / 1817u/ 0.04 /
1009o/ 0.00 / 1009u/ 0.01 / 0706o/ 0.00 /
0706u/ 0.01 / 0604o/ 0.00 / 0604u/ 0.03 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.44 /
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/ 0.03 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.02 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.03 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.02 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.01 / 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/ 4.22/ 2.88/
3036/ 5.63/ 5.63 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.41 2930/ 6.41/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.61/ 1.89 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.37/
1615/ 1.37/ 1.25 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.51/ 1.25 1502/ 1.25/ 1.07 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.71 0201/ 1.07/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.01/
3851/ 6.01/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.51/ 2.51 4645u/ 3.00/ 2.51 3836o/ 6.01/ 5.63/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.89/ 1.76/
2019o/ 4.51/ 4.51 2019u/ 6.00/ 4.51 1918o/ 1.91/ 1.91/
1918u/ 4.51/ 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/ 1.71/ 1.71 0604u/ 3.50/ 1.71/
0504o/ 1.71/ 1.71 0504u/ 3.30/ 1.71 0403o/ 1.10/ 1.10/
0403u/ 1.71/ 1.10 0302o/ 1.07/ 1.07 0302u/ 1.10/ 1.07/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 9098
Total number of time steps during simulation.... 6963
Ratio of actual # of time steps / NTCYC......... 1.612
Average number of iterations per time step...... 1.307
Average time step size(seconds)................ 3.102
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.102
Average minimum implicit time step (sec)........ 1.784
Average minimum junction time step (sec)........ 1.784
Average Courant Factor Tf....................... 1.784
Number of times omega reduced................... 60
*=========================================================*
| 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 1.04 7207 0 4 0 0 0
N53 0 1.05 7301 0 4 0 0 0
N52 0 1.11 7750 0 8 0 0 0
N38 0 1.09 7616 0 17 1 0 0
N51 0 1.04 7232 1 20 1 0 0
N48 0 1.12 7813 1 27 1 1 0
N50 0 1.16 8071 1 22 1 0 0
N47 0 1.26 8767 0 9 0 0 0
N46 0 1.29 8984 0 7 0 0 0
N45 0 1.36 9477 4 14 3 0 0
N43 0 1.05 7286 0 4 0 0 0
N42 0 1.13 7881 0 6 0 0 0
N37 0 1.10 7643 0 7 0 0 0
N36 0 1.45 10121 0 8 0 0 0
N35 0 1.29 9017 1 8 0 0 0
N34 0 1.33 9227 0 17 1 0 0
N31 0 1.15 8002 0 13 1 0 0
N30 0 1.49 10365 0 16 2 0 0
N29 0 1.28 8911 0 7 0 0 0
N28 0 1.13 7884 0 7 0 0 0
N27 0 1.46 10135 0 22 2 0 0
N26 0 1.33 9243 0 9 0 0 0
N25 0 1.16 8043 0 6 0 0 0
N24 0 1.28 8928 1 8 0 0 0
N23 0 1.21 8423 0 8 0 0 0
N22 0 1.58 10982 11 12 1 0 0
N21 0 1.45 10068 1 19 1 0 0
N20 0 1.24 8624 2 23 2 0 0
N19 0 1.33 9284 1 8 0 0 0
N18 0 1.45 10086 1 8 0 0 0
N17 0 1.90 13207 0 10 1 0 0
N16 0 1.47 10268 0 14 8 0 0
N15 0 1.24 8632 0 7 0 0 0
N14B 0 1.76 12238 1 18 2 0 0
N14A 0 1.64 11423 8 17 27 0 0
N13 0 1.44 9992 0 7 0 0 0
N12 0 1.35 9402 0 7 0 0 0
N11 0 1.42 9899 0 11 1 0 0
N10 0 1.15 8037 0 6 0 0 0
N9 0 1.24 8649 0 7 0 0 0
N8 0 1.29 8977 1 15 2 0 0
N7 0 1.17 8118 1 10 1 0 0
N6 0 1.38 9621 6 9 0 0 0
N5 0 1.14 7956 0 15 1 0 0
N4 0 1.54 10709 0 27 2 1 0
N3 0 1.78 12385 3 8 0 0 0
N2 0 1.62 11303 0 8 0 0 0
N1 0 1.47 10237 15 20 11 0 0
Total number of iterations for all junctions.. 441424
Minimum number of possible iterations......... 334224
Efficiency of the simulation.................. 1.32
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 8.9224 0 36 0.0000 1.0776 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5228 0 36 0.0000 1.4772 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0319 0 39 0.0000 2.9681 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0969 0 41 0.0000 3.9031 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8201 0 35 0.0000 5.1799 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6530 0 37 0.0000 5.3470 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7568 0 40 0.0000 4.2432 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6953 0 40 0.0000 5.3047 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1048 0 40 0.0000 5.8952 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6547 0 40 0.0000 6.3453 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2210 0 35 0.0000 0.7790 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3275 0 37 0.0000 2.6725 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0666 0 35 0.0000 2.9334 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8582 0 37 0.0000 4.1418 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3409 0 37 0.0000 5.6591 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2373 0 37 0.0000 5.7627 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5228 0 35 0.0000 2.4772 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8624 0 36 0.0000 4.1376 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5365 0 36 0.0000 3.4635 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3795 0 35 0.0000 1.6205 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7286 0 35 0.0000 3.2714 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7080 0 36 0.0000 3.2920 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7044 0 39 0.4594 4.2956 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1828 0 40 0.8728 5.8172 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8207 0 33 0.0000 5.1793 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.6258 0 40 0.0000 6.3742 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1423 0 40 0.0000 6.8577 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0254 0 35 0.0000 2.9746 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0361 0 37 0.0000 3.9639 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2225 0 40 0.0000 6.7775 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1421 0 40 0.0000 6.8579 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1459 0 40 0.7459 6.8541 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.4787 0 42 0.4437 7.5213 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1126 0 41 0.0000 6.8874 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.8520 0 41 0.0000 7.1480 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6699 0 41 0.0000 7.3301 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.5025 0 43 0.0000 7.4975 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.3251 0 44 0.0000 7.6749 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6054 0 35 0.0000 5.3946 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5186 0 36 0.0000 6.4814 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0426 0 35 0.0000 6.9574 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0290 0 35 0.0000 4.9710 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5592 0 35 0.0000 5.4408 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3206 0 35 0.0000 5.6794 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8416 0 36 0.0000 7.1584 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0071 0 44 0.0000 7.9929 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9662 0 44 0.0000 8.0338 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.8454 0 44 0.0000 8.1546 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 0.1051 0 36 0.1696 0 35 0.0127 8.9224 7.0319 .1122 .1595
5047 2.8812 1.4600 200.0000 0.3576 0 40 0.4916 0 41 0.1241 5.7568 4.6953 .2839 .4765
5114b 3.5733 1.8108 200.0000 0.0788 0 35 0.3682 0 25 0.0221 4.8201 3.1126 .1005 .5628
4342 10.3858 1.3631 200.0000 0.1076 0 35 0.1820 0 0 0.0104 9.2210 7.3275 .1052 .1373
3736 14.9983 3.6090 400.0000 0.1246 0 35 0.7192 0 15 0.0083 7.0666 5.8624 .1664 .8561
3534 5.8173 1.4765 400.0000 1.0418 0 37 0.7638 0 37 0.1791 4.3409 4.2373 .3522 .3432
3422 6.0122 1.5213 400.0000 1.0375 0 37 0.6125 0 37 0.1726 4.2373 3.6258 .3432 .5645
3130 13.5508 2.2744 300.0000 0.1874 0 35 0.3682 0 23 0.0138 7.5228 5.8624 .0760 .5415
3024 0.4621 2.9058 450.0000 0.4513 1 18 2.9431 1 22 0.9766 5.8624 4.1828 3.694 2.939
3036 6.7857 1.4251 400.0000 0.6976 0 36 0.2690 0 36 0.1028 5.8624 5.8582 .6061 .8456
2827 15.5945 3.7524 400.0000 0.2162 0 35 1.0305 0 35 0.0139 8.3795 6.7794 .1988 .1985
2726 18.5574 3.1124 300.0000 0.3746 0 35 0.1767 0 35 0.0202 6.7286 6.7080 .0954 .6933
2629 2.4524 0.5150 400.0000 0.3609 0 36 0.3506 0 36 0.1472 6.7080 6.5365 .5200 .3413
2930 11.6053 2.4373 400.0000 0.6806 0 36 0.8574 0 23 0.0586 6.5365 5.8624 .3413 .6061
2725 0.2218 2.0080 375.0000 0.2559 0 14 2.2904 0 14 1.1538 6.7286 5.7044 3.676 2.225
2524 0.2779 2.5163 375.0000 0.2527 0 14 2.4553 0 13 0.9093 5.7044 4.1828 2.225 3.527
2422 0.8401 2.9711 600.0000 0.6498 0 18 2.2913 0 18 0.7736 4.1828 3.6258 2.654 2.943
L575 4.4056 1.1111 300.0000 0.3613 0 33 0.5012 0 33 0.0820 4.8207 3.6258 .4023 .7526
2117 10.3655 2.0976 500.0000 0.1847 0 34 0.4275 0 24 0.0178 3.1423 3.1421 .2846 .3841
1714B 8.1188 0.9553 500.0000 1.3474 0 40 0.3862 0 40 0.1660 3.1421 3.1126 .5841 .6251
1716 3.1532 3.6415 1050.000 2.0535 0 33 2.3650 0 33 0.6512 3.1421 3.1461 1.325 1.710
1615 0.7725 1.7486 750.0000 1.2125 0 34 2.7277 0 34 1.5697 3.1451 2.4785 2.406 1.691
1614A 0.7872 1.7819 750.0000 0.8424 0 33 1.8991 0 33 1.0702 3.1451 2.8520 1.993 1.669
4514B 28.0567 3.5017 450.0000 0.7882 0 40 0.9440 0 21 0.0281 3.6547 3.1126 .3438 .5835
4515 0.1942 2.7467 300.0000 0.1763 2 0 2.4674 2 0 0.9081 3.6547 2.4785 3.849 4.228
1502 0.6052 1.1322 825.0000 1.3631 0 33 2.6866 0 24 2.2521 2.4787 1.9662 1.537 1.110
14A13 16.6072 0.8411 1700.000 -2.8450 0 42 -0.5651 0 42 -0.1713 2.8520 2.6699 .5835 .6293
1312 15.7543 0.6101 1400.000 2.8460 0 42 0.5168 0 39 0.1807 2.6699 2.5025 .5785 .5875
1211 22.0747 0.6694 1700.000 2.7724 0 43 0.3309 0 42 0.1256 2.5025 2.3251 .4838 .5795
1103 34.9730 0.7240 2000.000 3.1237 0 44 0.4026 0 44 0.0893 2.3251 2.0071 .4926 .4536
0912 7.4604 1.8954 400.0000 0.0468 0 36 0.0285 0 36 0.0063 3.5186 2.5025 .0464 1.256 *
0908 0.1628 1.4741 375.0000 0.1337 0 24 1.1981 0 24 0.8215 3.5186 3.0426 2.716 2.780
0811 6.0914 1.5476 400.0000 0.1520 0 35 0.2443 0 26 0.0249 3.0426 2.3251 .1066 .8128
0804 0.2208 1.3886 450.0000 0.2401 0 28 1.5002 0 28 1.0870 3.0426 2.8416 2.317 2.537
0201 142.3584 2.9703 2000.000 5.5412 0 44 1.3659 1 5 0.0389 1.9662 1.8454 .4581 .4577
5248 8.1651 1.4277 200.0000 0.1946 0 39 0.3228 0 42 0.0238 7.0319 4.8246 .1595 .1229
4845 2.5500 1.2922 200.0000 0.2822 0 37 0.3101 0 13 0.1107 4.6530 3.6547 .2650 .7735
4250 11.5986 1.2184 200.0000 0.2368 0 37 0.1534 0 36 0.0204 7.3275 5.7568 .1373 .2839
5338 8.7547 1.3127 200.0000 0.1163 0 36 0.1692 0 0 0.0133 8.5228 6.0969 .1142 .4844
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0969 4.8201 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.3119 0 40 0.9209 0 35 0.0180 4.6953 4.1048 .2382 .2619
4746u 0.1498 2.1194 300.0000 0.1016 0 24 1.4142 0 21 0.6781 4.6953 4.1048 3.651 3.682
4645o 15.8729 2.3953 400.0000 0.3193 0 40 0.5668 0 34 0.0201 4.1048 3.6547 .2619 .3867
4645u 0.1105 1.5637 300.0000 0.0990 0 26 1.3770 0 27 0.8954 4.1048 3.6547 3.682 3.849
3836o 9.9729 2.0945 400.0000 0.2180 0 41 0.1262 0 42 0.0219 6.0969 5.8582 .2422 .8456
3635o 35.6736 2.3986 400.0000 1.0107 0 37 0.5795 0 37 0.0283 5.8582 5.2829 .2206 .2073
2217o 14.0423 2.7133 500.0000 0.9496 0 40 1.0379 0 52 0.0676 3.6258 3.1748 .4516 .4497
2217u 0.6241 1.4127 750.0000 0.9899 1 3 2.2287 1 3 1.5861 3.6258 3.1421 2.354 1.856
2019o 11.6942 3.9474 300.0000 0.1958 0 35 0.7711 0 35 0.0167 7.0254 6.0361 .0847 .1203
2019u 0.6375 4.0085 450.0000 0.4116 0 44 2.5719 0 44 0.6456 7.0254 6.0361 2.278 3.413
1918o 18.5045 3.0423 400.0000 0.0259 0 37 0.0323 0 36 0.0014 6.0361 3.2225 .0902 .5561
1918u 0.9440 3.3387 600.0000 0.8466 0 36 2.9681 0 36 0.8969 6.0361 3.2225 2.560 2.204
1817o 9.1593 1.0777 500.0000 0.8038 0 40 0.5724 0 35 0.0878 3.2225 3.1421 .4449 .3841
1817u 0.5070 1.7932 600.0000 0.6230 0 21 2.1943 0 21 1.2287 3.2225 3.1421 2.204 2.320
1009o 8.3091 3.0063 300.0000 0.0062 0 35 0.1078 0 35 0.0007 4.6054 3.5186 .0181 .0619
1009u 0.2415 2.1864 375.0000 0.1835 0 35 1.6436 0 35 0.7599 4.6054 3.5186 2.681 2.716
0706o 7.2322 2.5962 300.0000 0.0865 0 35 0.3350 0 35 0.0120 5.0290 4.5592 .0967 .1972
0706u 0.1248 1.7661 300.0000 0.0874 0 21 1.2176 0 21 0.6998 5.0290 4.5592 3.430 3.530
0604o 9.6606 3.5637 300.0000 0.3938 0 35 1.0378 0 35 0.0408 4.5592 2.8590 .1972 .1967
0604u 0.3116 2.8210 375.0000 0.3072 0 21 2.7616 0 21 0.9861 4.5592 2.8416 2.824 3.044
0504o 8.6316 3.1842 300.0000 0.0591 0 35 0.4862 0 32 0.0068 4.3206 2.8416 .0688 .1388
0504u 0.1541 2.1802 300.0000 0.1337 0 23 1.8664 0 23 0.8676 4.3206 2.8416 3.402 3.805
0403o 9.0589 2.2976 400.0000 0.1841 0 36 0.4979 0 36 0.0203 2.8416 2.0329 .1041 .0823
0403u 1.9283 4.3647 750.0000 1.1262 0 34 2.6090 0 25 0.5841 2.8416 2.0071 1.522 1.209
0302o 2.9365 0.3239 300.0000 2.4430 0 44 0.6602 0 45 0.8319 2.0071 1.9662 .6237 .5208
0302u 3.2556 3.6173 600.0000 0.7555 0 57 0.8381 0 57 0.2321 2.0071 1.9662 1.511 1.527
14a14bo 75.9084 3.3944 500.0000 2.0987 0 41 0.3549 0 33 0.0276 3.1126 2.8520 .2451 .7040
14a14bu 0.1368 1.9347 300.0000 0.1321 1 38 1.8456 1 38 0.9660 3.1126 2.8520 4.375 4.173
FREE # 1 Undefnd Undefnd Undefn 5.5412 0 44
*==================================================*
| 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 0.0179 0.6252 0.0045
5047 4.2917 53.2222 0.0000 302.4861 0.0731 0.7282 0.0373
5114b 5.4583 36.8611 0.0000 317.6806 0.0591 0.5913 0.0086
4342 0.1667 359.8333 0.0000 0.0000 0.0151 0.6006 0.0043
3736 0.1667 86.4722 0.0000 273.3611 0.1154 1.5606 0.0354
3534 4.9583 355.0417 0.0000 0.0000 0.1354 1.3653 0.1060
3422 4.9583 39.9444 0.0000 315.0972 0.1697 1.7275 0.1080
3130 0.1667 75.7778 0.0000 284.0556 0.0840 1.6876 0.0102
3024 0.1667 68.7083 0.0000 291.1250 0.1299 0.1639 3.3962
3036 10.1667 76.1389 273.6944 0.0000 0.1469 2.5983 0.0780
2827 0.1667 0.0000 0.0000 359.8333 0.0391 0.2099 0.0818
2726 318.4444 41.5556 0.0000 0.0000 0.1067 2.1536 0.0204
2629 0.2500 359.7500 0.0000 0.0000 0.0920 1.0299 0.0604
2930 0.2500 76.6389 0.0000 283.1111 0.0956 1.1676 0.1105
2725 0.1667 359.8333 0.0000 0.0000 0.1058 0.1139 2.1274
2524 0.1667 88.4306 0.0000 271.4028 0.1119 0.1145 2.0673
2422 0.1667 359.8333 0.0000 0.0000 0.1679 0.2905 3.4129
L575 0.1667 30.9167 0.0000 328.9167 0.0854 1.4243 0.0601
2117 3.1389 38.3611 0.0000 318.5000 0.1596 1.6186 0.0192
1714B 278.1667 39.4444 42.3889 0.0000 0.1513 3.4892 0.1167
1716 0.1667 356.3333 0.0000 3.5000 0.2938 0.8902 3.6166
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4521 3.9899
1614A 5.4583 124.8333 229.7083 0.0000 0.2281 0.4607 2.3189
4514B 251.8750 68.3056 0.0000 39.8194 0.0890 1.9603 0.0919
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.4840
1502 0.1667 359.8333 0.0000 0.0000 0.2320 0.5463 2.5799
14A13 38.9167 321.0833 0.0000 0.0000 0.3675 5.0423 0.5813
1312 39.0000 321.0000 0.0000 0.0000 0.3208 5.7131 0.4096
1211 7.7500 352.2500 0.0000 0.0000 0.4489 8.4112 0.2981
1103 0.1667 359.8333 0.0000 0.0000 0.3500 7.7590 0.3809
0912 343.7431 16.2569 0.0000 0.0000 0.1757 1.8560 0.0052
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.2175
0811 337.4583 19.4861 0.0000 3.0556 0.1551 1.6104 0.0165
0804 0.1667 359.8333 0.0000 0.0000 0.1303 0.1642 1.3113
0201 0.1667 359.8333 0.0000 0.0000 0.3533 6.5421 0.8728
5248 0.1667 0.0000 0.0000 359.8333 0.0203 0.6045 0.0091
4845 4.9583 107.9167 0.0000 247.1250 0.0965 0.9709 0.0301
4250 0.2500 355.5417 0.0000 4.2083 0.0315 1.5690 0.0063
5338 0.1667 355.5833 0.0000 4.2500 0.0469 1.6390 0.0042
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 305.7222 52.6667 0.0000 1.6111 0.0490 0.3393 0.0919
4746u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0729 1.5470
4645o 302.8889 57.1111 0.0000 0.0000 0.0553 0.6284 0.0662
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5259
3836o 4.3750 355.6250 0.0000 0.0000 0.1052 1.7584 0.0271
3635o 300.0833 0.0000 0.0000 59.9167 0.0418 1.7442 0.0496
2217o 319.8889 9.1111 0.0000 31.0000 0.0795 1.0757 0.1989
2217u 0.1667 359.8333 0.0000 0.0000 0.2135 0.4522 3.3835
2019o 348.2778 5.9722 0.0000 5.7500 0.0292 0.2879 0.0201
2019u 0.1667 359.8333 0.0000 0.0000 0.1357 0.1662 2.4983
1918o 351.7222 8.2778 0.0000 0.0000 0.0503 0.8247 0.0041
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.2352
1817o 316.5556 18.9444 0.0000 24.5000 0.0883 1.5489 0.1083
1817u 0.1667 359.8333 0.0000 0.0000 0.1824 0.2952 2.1738
1009o 357.5556 2.4444 0.0000 0.0000 0.0100 0.0584 0.0012
1009u 0.1667 359.8333 0.0000 0.0000 0.1068 0.1139 1.6621
0706o 333.9167 26.0833 0.0000 0.0000 0.0358 0.2607 0.0146
0706u 0.1667 359.8333 0.0000 0.0000 0.0883 0.0728 1.2432
0604o 326.5833 0.0000 0.0000 33.4167 0.0484 0.3795 0.0613
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.6575
0504o 345.1944 10.1667 0.0000 4.6389 0.0259 0.1722 0.0106
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0730 1.8456
0403o 349.0278 0.7778 0.0000 10.1944 0.0374 0.3698 0.0186
0403u 0.1667 359.8333 0.0000 0.0000 0.2267 0.4613 2.4496
0302o 324.8889 13.0556 0.0000 22.0556 0.1327 3.7007 0.1133
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.9868 0.6722
14a14bo 318.2222 40.6944 0.0000 1.0833 0.1427 7.5449 0.0660
14a14bu 5.4583 354.5417 0.0000 0.0000 0.0839 0.0727 1.8883
*===========================================*
| 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 0.0143 308.0279 0.0003 0.9991 0.2115 0.0070 0.2233 2.5403
5047 0.0544 1174.6952 0.0008 0.9858 0.8966 0.0234 0.2320 0.0350
5114b 0.0094 202.7709 0.0002 0.9818 0.9335 0.0110 0.1090 0.0350
4342 0.0140 301.7668 0.0003 0.9991 0.2450 0.0057 0.2017 2.5403
3736 0.0149 321.9080 0.0004 0.9991 0.7342 0.0390 0.4748 1.1290
3534 0.0551 1191.0827 0.0020 0.9835 0.3030 0.0218 0.2168 0.0350
3422 0.0557 1203.0849 0.0020 0.9833 0.5806 0.0259 0.2596 0.0450
3130 0.0220 474.7326 0.0006 0.9991 0.7800 0.0236 0.4712 1.9758
3024 0.1222 2640.5904 0.0015 0.9991 1.3342 0.0772 0.0859 0.7339
3036 -0.0042 -91.5144 0.0022 0.9677 0.0121 0.0719 0.9330 0.0207
2827 0.0256 552.2562 0.0007 0.9991 1.1748 0.0155 0.0563 1.1290
2726 0.0153 330.6812 0.0011 0.2200 0.0466 0.0380 0.3150 0.0200
2629 0.0196 424.0975 0.0009 0.9991 0.1568 0.0265 0.1634 1.9758
2930 0.0623 1345.6518 0.0018 0.9991 0.6046 0.0344 0.2968 1.1290
2725 0.0557 1202.3011 0.0008 0.9991 1.1121 0.0586 0.0537 0.7339
2524 0.0556 1200.2321 0.0008 0.9974 1.4364 0.0569 0.0498 0.0130
2422 0.1781 3845.8923 0.0023 0.9991 0.8373 0.1020 0.1553 0.7339
L575 0.0399 862.7571 0.0010 0.9991 0.4875 0.0261 0.2533 2.5403
2117 0.0222 479.6142 0.0011 0.9904 0.8318 0.0260 0.2599 0.0200
1714B 0.0252 544.0743 0.0038 0.4287 0.0172 0.0336 0.5609 0.0211
1716 0.4548 9823.6887 0.0063 0.9991 0.9243 0.1619 0.3993 Section 4
0.7339
1615 0.3194 6898.7377 0.0041 0.9991 0.6273 0.1339 0.2670 0.7339
1614A 0.1356 2928.2808 0.0032 0.9816 0.1895 0.1172 0.2365 0.0130
4514B 0.0857 1850.1141 0.0019 0.5289 0.3769 0.0259 0.3379 0.0212
4515 0.0589 1272.8853 0.0008 0.9991 0.6978 0.0573 0.0466 0.7339
1502 0.3785 8174.7864 0.0044 0.9991 0.8717 0.1477 0.2809 0.7339
14A13 -0.2568 -5546.107 0.0058 0.9226 0.0008 0.1689 1.1750 0.1238
1312 0.2573 5557.4975 0.0060 0.9226 0.0888 0.1221 1.2349 0.1221
1211 0.2569 5549.3463 0.0059 0.9759 0.0586 0.1379 1.9205 0.1242
1103 0.3144 6789.9775 0.0067 0.9991 0.1367 0.1688 1.7506 7.0563
0912 0.0008 17.7747 0.0001 0.0872 0.0028 0.0478 0.4953 0.0450
0908 0.0222 480.4143 0.0006 0.9991 0.6524 0.0537 0.0413 0.7903
0811 0.0048 104.6518 0.0004 0.1204 0.0307 0.0194 0.1990 0.0450
0804 0.0390 842.6747 0.0010 0.9991 0.5283 0.0702 0.0708 0.7339
0201 0.9087 19628.662 0.0177 0.9991 0.5029 0.1804 1.5553 2.2581
5248 0.0294 635.1405 0.0004 0.9991 0.5946 0.0078 0.2167 2.5403
4845 0.0427 923.1333 0.0007 0.9833 0.6678 0.0323 0.3217 0.0350
4250 0.0336 726.5423 0.0006 0.9991 0.2528 0.0112 0.5322 2.5403
5338 0.0158 340.4218 0.0003 0.9991 0.0759 0.0208 0.7077 2.5403
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0017 0.0253 0.0450
4746o 0.0219 471.9617 0.0006 0.2865 0.2489 0.0099 0.0528 0.0208
4746u 0.0570 1232.0420 0.0004 0.9991 0.9009 0.0479 0.0400 0.7339
4645o 0.0229 493.7079 0.0006 0.3009 0.1328 0.0151 0.1117 0.0208
4645u 0.0561 1212.1692 0.0004 0.9991 0.5646 0.0495 0.0417 0.7903
3836o 0.0360 777.6012 0.0005 0.9854 0.0839 0.0571 0.6880 0.0203
3635o 0.0504 1087.5913 0.0019 0.3155 0.1910 0.0076 0.1931 0.0350
2217o 0.0415 896.3288 0.0018 0.2126 0.1366 0.0119 0.0921 0.0211
2217u 0.2466 5327.3831 0.0031 0.9991 0.7571 0.1275 0.2258 0.7339
2019o 0.0041 87.6681 0.0004 0.0628 0.0899 0.0013 0.0125 0.0200
2019u 0.0662 1430.0584 0.0014 0.9991 1.6173 0.0669 0.0534 0.7339
1918o 0.0003 6.7246 0.0000 0.0428 0.0013 0.0082 0.1078 0.0210
1918u 0.1259 2720.1039 0.0028 0.9991 1.1379 0.0897 0.1086 0.7339
1817o 0.0524 1131.9985 0.0019 0.2304 0.1018 0.0162 0.1953 0.0208
1817u 0.1079 2330.4177 0.0022 0.9991 0.6197 0.1015 0.1436 0.7339
1009o 0.0000 0.4902 0.0000 0.0126 0.0040 0.0004 0.0021 0.0211
1009u 0.0229 495.1023 0.0007 0.9991 1.1137 0.0471 0.0307 0.7903
0706o 0.0027 57.8104 0.0003 0.1400 0.0706 0.0036 0.0237 0.0210
0706u 0.0182 392.7317 0.0003 0.9991 0.6865 0.0458 0.0301 0.7339
0604o 0.0166 358.4229 0.0010 0.1779 0.2419 0.0053 0.0371 0.0207
0604u 0.0706 1524.7060 0.0011 0.9991 1.3725 0.0602 0.0523 0.7339
0504o 0.0011 24.6828 0.0001 0.0796 0.0680 0.0012 0.0075 0.0206
0504u 0.0212 458.7060 0.0005 0.9991 0.7646 0.0448 0.0297 0.7339
0403o 0.0028 60.4304 0.0004 0.0582 0.0498 0.0014 0.0136 0.0450
0403u 0.1898 4099.1821 0.0036 0.9991 1.7617 0.1145 0.1763 0.7339
0302o 0.0926 2000.5653 0.0046 0.1861 0.0955 0.0124 0.3155 0.0284
0302u 0.4156 8976.3451 0.0029 0.9991 0.1725 0.1564 0.4658 0.3952
14a14bo 0.0894 1931.9857 0.0041 0.2217 0.0703 0.0149 0.6598 0.0350
14a14bu 0.0316 682.3033 0.0005 0.9816 0.3223 0.0503 0.0418 0.0130
FREE # 1 0.9088 19629.774
*===============================================================*
| 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 0.1051 0.0000 0.8166 0.0180 0.0221 8.9224 7.0313 Max Flow
5047 0.3576 0.0000 0.4547 0.0513 0.0567 5.7568 4.6953 Max Flow
5114b 0.0788 0.0000 0.0854 0.0186 0.0198 4.8201 3.0872 Max Flow
4342 0.1076 0.0000 0.9702 0.0175 0.0206 9.2210 7.3271 Max Flow
3736 0.1246 0.0000 0.0026 0.0776 0.0663 7.0666 5.8596 Max Flow
3534 1.0418 0.0000 0.1026 0.1046 0.1400 4.3408 4.2369 Max Flow
3422 1.0375 0.0000 0.3194 0.1043 0.1371 4.2373 3.6193 Max Flow
3130 0.1874 0.0000 0.0233 0.0205 0.0226 7.5228 5.8596 Max Flow
3024 0.4513 1.2991 1.1722 0.4294 0.3597 5.7887 3.2735 Max Flow
3036 0.6975 0.0000 0.0087 0.1526 0.1791 5.8624 5.8577 Max Flow
2827 0.2162 0.0000 1.5990 0.0970 0.0794 8.3795 6.7794 Max Flow
2726 0.3746 0.0000 0.0025 0.0330 0.0282 6.7286 6.7030 Max Flow
2629 0.3609 0.0000 0.1631 0.1172 0.1969 6.7080 6.5365 Max Flow
2930 0.6806 0.0000 0.1594 0.1509 0.1362 6.5365 5.8618 Max Flow
2725 0.2557 0.8286 0.6147 0.3492 0.3750 6.7028 5.2616 Max Flow
2524 0.2516 0.4785 1.6037 0.3481 0.2797 5.2623 3.2369 Max Flow
2422 0.6498 0.2781 0.4341 0.5189 0.3964 3.4701 2.7576 Max Flow
L575 0.3606 0.0000 1.2516 0.1013 0.1204 4.8204 3.5224 Max Flow
2117 0.1843 0.0000 0.0018 0.0323 0.0430 3.0952 3.0947 Max Flow
1714B 1.3474 0.0000 0.0313 0.2041 0.2798 3.1421 3.1125 Max Flow
1716 2.0513 -0.1810 0.1684 0.8147 0.6172 3.0629 3.0718 Max Flow
1615 1.2120 0.4228 0.3160 0.6646 0.7500 3.1009 2.3582 Max Flow
1614A 0.8407 0.4096 0.0566 0.5682 0.6812 3.0646 2.5968 Max Flow
4514B 0.7882 0.0000 0.0651 0.1618 0.1541 3.6547 3.1120 Max Flow
4515 0.1763 0.6761 1.0408 1.0105 0.2243 3.5105 1.7901 Max Flow
1502 1.3630 -0.2120 0.7568 0.6983 0.8250 2.3454 1.8235 Max Flow
14A13 0.0041 0.0000 0.0017 0.0205 0.0728 1.9344 1.9309 Max Flow
1312 2.8448 0.0000 0.1776 0.4960 0.8090 2.6699 2.4926 Max Flow
1211 2.7724 0.0000 0.1834 0.4813 0.7991 2.5023 2.3224 Max Flow
1103 3.1236 0.0000 0.3108 0.4859 0.9839 2.3251 2.0071 Max Flow
0912 0.0468 0.0000 0.0010 0.0120 0.0181 3.5186 2.3516 Max Flow
0908 0.1337 0.1595 0.3302 0.2697 0.2588 3.5021 3.0125 Max Flow
0811 0.1520 0.0000 0.0593 0.0287 0.0422 3.0426 2.1705 Max Flow
0804 0.2398 0.2034 0.3494 0.3446 0.4500 2.9996 2.4429 Max Flow
0201 5.5412 0.0000 0.1206 0.7355 0.9154 1.9662 1.8454 Max Flow
5248 0.1946 0.0000 2.2051 0.0246 0.0284 7.0319 4.8246 Max Flow
4845 0.2822 0.0000 0.1410 0.0438 0.0529 4.6530 3.6541 Max Flow
4250 0.2368 0.0000 0.2780 0.0220 0.0272 7.3275 5.7558 Max Flow
5338 0.1163 0.0000 0.0524 0.0187 0.0226 8.5228 6.0924 Max Flow
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4746o 0.3119 0.0000 0.4712 0.1113 0.0952 4.6953 4.1047 Max Flow
4746u 0.1016 0.3336 0.2671 0.2466 0.1811 4.6614 4.0607 Max Flow
4645o 0.3193 0.0000 0.1874 0.1123 0.1045 4.1048 3.6547 Max Flow
4645u 0.0990 0.0819 0.3877 0.2438 0.2217 4.0795 3.6102 Max Flow
3836o 0.2180 0.0000 0.0058 0.0964 0.0968 6.0969 5.8547 Max Flow
3635o 1.0106 0.0000 0.5678 0.0829 0.0853 5.8582 5.2829 Max Flow
2217o 0.9495 0.0000 0.4499 0.2248 0.2252 3.6258 3.1748 Max Flow
2217u 0.9898 0.2498 0.2737 0.6128 0.7500 3.4250 2.8987 Max Flow
2019o 0.1956 0.0000 0.7863 0.0342 0.0252 7.0254 6.0297 Max Flow
2019u 0.4103 1.1354 0.6136 0.4206 0.2627 7.0029 5.2492 Max Flow
1918o 0.0259 0.0000 0.0025 0.0400 0.0355 6.0361 3.2184 Max Flow
1918u 0.8466 0.7618 2.0548 0.5614 0.4441 6.0343 3.2160 Max Flow
1817o 0.8038 0.0000 0.0721 0.1657 0.2232 3.2224 3.1420 Max Flow
1817u 0.6230 0.2042 0.2246 0.5104 0.6000 3.0214 2.5888 Max Flow
1009o 0.0062 0.0000 0.1138 0.0035 0.0032 4.6054 3.5170 Max Flow
1009u 0.1835 0.4670 0.6216 0.3130 0.2446 4.6052 3.5167 Max Flow
0706o 0.0864 0.0000 0.1311 0.0293 0.0286 5.0290 4.5586 Max Flow
0706u 0.0874 0.2565 0.2376 0.2302 0.1850 5.0076 4.5137 Max Flow
0604o 0.3938 0.0000 1.6989 0.0754 0.0590 4.5592 2.8590 Max Flow
0604u 0.3071 0.5223 1.7231 1.0079 0.3028 4.5079 2.2623 Max Flow
0504o 0.0591 0.0000 0.4989 0.0232 0.0201 4.3206 2.8378 Max Flow
0504u 0.1337 0.5832 1.1726 0.2733 0.2160 4.3091 2.5493 Max Flow
0403o 0.1841 0.0000 0.8017 0.0329 0.0372 2.8416 2.0329 Max Flow
0403u 1.1262 0.7394 0.1978 0.6466 0.4118 2.8318 1.9068 Max Flow
0302o 2.4429 0.0000 0.0337 0.1283 0.2493 2.0071 1.9662 Max Flow
0302u 0.7555 0.0643 0.0027 0.2957 0.1781 1.8924 1.8251 Max Flow
14a14bo 2.0986 0.0000 0.0128 0.1317 0.1223 3.1126 2.8513 Max Flow
14a14bu 0.1321 0.3896 0.1820 0.2722 0.2373 2.8670 2.2922 Max Flow
*==========================================================*
| Table E13a. CULVERT ANALYSIS CLASSIFICATION, |
| and the time the culvert was in a particular |
| classification during the simulation. The time is |
| in minutes. The Dynamic Wave Equation is used for |
| all conduit analysis but the culvert flow classification |
| condition is based on the HW and TW depths. |
*==========================================================*
Mild Mild Steep Mild Mild
Slope Slope TW Slope TW Slug Flow Slope Slope
Critical D Control Insignf Outlet/ TW > D TW <= D
Conduit Outlet Outlet Entrance Entrance Outlet Outlet Outlet Inlet Inlet
Name Control Control Control Control Control Control Control Control Configuration
--------------- --------- --------- --------- --------- --------- --------- --------- --------- -------------
5453 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5047 209.0000 146.8333 4.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5114b 126.8333 227.8333 5.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4342 0.1667 359.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3736 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3534 0.3333 354.8333 4.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3422 12.8333 342.3333 4.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3130 94.3333 265.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3024 0.5000 0.6667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3036 0.0000 349.8333 10.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2827 0.3333 0.8333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2726 0.0000 0.0000 356.8333 0.0000 0.0000 0.0000 3.1667 0.0000 None
2629 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2930 1.5000 226.0000 132.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2725 0.8333 0.3333 309.8333 14.6667 5.5000 0.0000 28.8333 0.0000 None
2524 0.1667 0.0000 359.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
2422 0.0000 1.1667 282.0000 1.6667 0.0000 41.1667 34.0000 0.0000 None
L575 230.3333 129.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2117 111.5000 245.5000 3.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1714B 0.0000 81.8333 278.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
1716 0.3333 0.8333 238.1667 46.1667 0.0000 41.8333 32.6667 0.0000 None
1615 0.5000 197.1667 0.6667 13.0000 89.5000 0.0000 59.1667 0.0000 None
1614A 0.0000 245.5000 0.0000 50.6667 48.8333 14.8333 0.1667 0.0000 None
4514B 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4515 0.8333 0.3333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1502 311.1667 32.5000 0.1667 0.0000 16.1667 0.0000 0.0000 0.0000 None
14A13 0.0000 321.0000 39.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1312 4.8333 316.1667 39.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1211 0.0000 352.1667 7.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1103 0.3333 359.5000 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
0912 0.0000 9.3333 343.8333 0.0000 6.8333 0.0000 0.0000 0.0000 None
0908 0.0000 1.1667 325.8333 1.8333 0.0000 23.1667 8.0000 0.0000 None
0811 1.3333 21.3333 337.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0804 0.0000 218.5000 56.0000 0.1667 38.3333 3.0000 44.0000 0.0000 None
0201 0.0000 359.8333 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
5248 207.5000 152.1667 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4845 203.6667 151.5000 4.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4250 1.5000 358.1667 0.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
5338 2.1667 357.6667 0.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
3851 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4746u 0.8333 0.3333 251.3333 9.8333 0.0000 71.6667 26.0000 0.0000 None
4645o 0.0000 4.6667 355.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
4645u 0.0000 1.1667 247.5000 1.5000 0.0000 108.5000 1.3333 0.0000 None
3836o 0.0000 355.6667 4.3333 0.0000 0.0000 0.0000 0.0000 0.0000 None
3635o 11.6667 48.1667 300.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217o 3.1667 9.8333 347.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2217u 298.8333 15.1667 0.1667 0.0000 45.8333 0.0000 0.0000 0.0000 None
2019o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
2019u 0.0000 1.0000 350.6667 0.0000 0.0000 0.0000 8.3333 0.0000 None
1918o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1918u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817o 16.5000 27.0000 316.5000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1817u 0.0000 7.3333 230.5000 6.5000 5.5000 41.1667 69.0000 0.0000 None
1009o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
1009u 0.8333 0.3333 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706o 0.0000 15.0000 345.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0706u 0.0000 1.1667 314.5000 2.1667 0.0000 36.0000 6.1667 0.0000 None
0604o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0604u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504o 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0504u 0.0000 1.1667 358.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403o 5.8333 5.1667 349.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
0403u 0.3333 0.8333 315.6667 0.0000 0.0000 0.0000 43.1667 0.0000 None
0302o 17.3333 17.8333 324.8333 0.0000 0.0000 0.0000 0.0000 0.0000 None
0302u 0.0000 1.1667 145.6667 170.3333 0.0000 40.0000 2.8333 0.0000 None
14a14bo 1.0000 4.8333 354.1667 0.0000 0.0000 0.0000 0.0000 0.0000 None
14a14bu 0.0000 0.0000 241.5000 15.0000 0.0000 101.1667 2.3333 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 348.4583 353.7917 5.3333 0.0000
5047 50.0556 50.0556 0.0000 0.0000
5114b 36.3056 36.3056 230.5417 0.0000
4342 352.2917 355.6250 3.3333 0.0000
3736 86.4722 87.8056 107.6111 0.0000
3534 327.2778 327.2944 0.0833 0.0000
3422 38.3056 38.3333 228.8333 0.0000
3130 75.1667 76.5278 183.4167 0.0000
3024 0.0000 0.0000 270.2222 0.0000
3036 0.0000 27.5556 0.0000 0.0000
2827 0.0694 1.4722 118.5000 0.0000
2726 345.7222 345.7222 0.0000 0.0000
2629 85.0417 85.2361 0.0000 0.0000
2930 76.4444 76.5833 0.0000 0.0000
2725 0.0000 0.0000 278.5833 0.0000
2524 9.5556 11.4833 282.4167 0.0000
2422 250.1389 276.1944 82.9167 0.0000
L575 27.5000 27.5278 0.0000 0.0000
2117 5.1389 37.5833 233.6667 0.0000
1714B 0.0000 21.5278 0.0000 0.0000
1716 277.8194 300.2222 215.2917 0.0000
1615 164.7917 239.7083 0.1250 0.0000
1614A 0.0000 19.2917 0.0000 0.0000
4514B 67.6806 67.8333 263.9500 0.0000
4515 232.0000 235.2083 23.3333 0.0000
1502 1.8889 2.3750 86.5278 0.0000
14A13 238.3750 239.1667 0.0000 0.0000
1312 265.6181 316.1528 0.0000 0.0000
1211 324.5278 346.4444 0.0000 0.0000
1103 72.5236 89.0667 0.0000 0.0000
0912 336.3056 336.3056 0.0000 0.0000
0908 307.7500 316.1389 0.0000 0.0000
0811 333.1944 333.2222 0.1111 0.0000
0804 267.8889 311.4444 0.0000 0.0000
0201 15.6187 29.0229 0.0000 0.0000
5248 0.0000 0.0000 0.0000 0.0000
4845 105.7083 105.7917 0.0417 0.0000
4250 146.6250 146.6667 0.0000 0.0000
5338 355.5833 359.8333 4.2500 0.0000
3851 0.0000 0.0000 0.0000 0.0000
4746o 335.2500 335.5278 0.0000 0.0000
4746u 0.9583 232.5833 248.3750 0.0000
4645o 340.6111 340.6111 0.0000 0.0000
4645u 246.6667 246.7083 6.5000 0.0000
3836o 355.6250 355.6250 0.0000 0.0000
3635o 0.0000 0.0000 0.0000 0.0000
2217o 11.6597 13.1667 0.0278 0.0000
2217u 0.0000 0.0000 0.0000 0.0000
2019o 5.8889 5.8889 327.4722 0.0000
2019u 243.2917 338.8056 341.1806 0.0000
1918o 326.2500 326.2500 0.0000 0.0000
1918u 312.7222 312.9167 314.1667 0.0000
1817o 0.0000 0.0000 0.0000 0.0000
1817u 220.6667 255.0972 1.6250 0.0000
1009o 326.1111 326.1111 0.0000 0.0000
1009u 249.9861 331.0000 283.9167 0.0000
0706o 338.8333 338.8333 0.0000 0.0000
0706u 261.0417 310.9861 22.9861 0.0000
0604o 0.2639 0.3194 339.0556 0.0000
0604u 273.1806 306.7708 307.4792 0.0000
0504o 9.9722 10.0000 10.4444 0.0000
0504u 306.7917 306.8750 15.6806 0.0000
0403o 316.4722 316.4722 0.3056 0.0000
0403u 50.5000 131.0521 272.1111 0.0000
0302o 0.0000 0.0000 0.0000 0.0000
0302u 149.3750 314.8889 0.0417 0.0000
14a14bo 40.3611 40.3611 0.9722 0.0000
14a14bu 236.9167 245.1667 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 0.1576 0.1881 0.1576 0.0323 0.0405 0.0323 0.2050 0.2153 0.2050 13.5282 14.2084 13.5282 0.0265
5047 0.1438 0.4919 0.1438 0.0001 0.3573 0.0001 0.0009 0.7264 0.0009 0.0430 34.1401 0.0430 0.0741
5114b 0.0390 0.1334 0.0390 0.0000 0.0787 0.0000 0.0006 0.5901 0.0006 0.0302 29.5052 0.0302 0.0602
4342 0.1671 0.2054 0.1671 0.0344 0.0387 0.0344 0.2061 0.1883 0.2061 11.3377 10.3585 11.3377 0.0238
3736 0.0213 0.0908 0.0213 0.0026 0.1195 0.0026 0.1221 1.3160 0.1221 6.1054 65.8007 6.1054 0.2248
3534 0.1197 0.7643 0.1197 0.0001 1.0416 0.0001 0.0012 1.3628 0.0012 0.0121 13.6284 0.0121 0.1391
3422 0.1281 0.6023 0.1281 0.0004 1.0367 0.0004 0.0031 1.7213 0.0031 0.1234 68.8540 0.1234 0.1756
3130 0.0236 0.1111 0.0236 0.0000 0.1874 0.0000 0.0007 1.6861 0.0007 0.0399 92.7369 0.0399 0.0852
3036 0.0920 0.3361 0.0920 0.0331 0.6315 0.0331 0.3594 1.8788 0.3594 6.4700 33.8186 6.4700 0.2894
2827 0.0000 1.0314 0.0000 0.0000 0.2162 0.0000 0.0000 0.2096 0.0000 0.0000 10.4817 0.0000 0.0794
2726 0.0427 0.1741 0.0427 0.0001 0.3745 0.0001 0.0015 2.1506 0.0015 0.0147 21.5060 0.0147 0.1086
2629 0.1109 0.3633 0.1109 0.0028 0.3553 0.0028 0.0252 0.9781 0.0252 1.1326 44.0146 1.1326 0.1795
2930 0.1215 0.6201 0.1215 0.0053 0.6700 0.0053 0.0436 1.0805 0.0436 2.0916 51.8616 2.0916 0.1920
L575 0.0000 0.2538 0.0000 0.0000 0.3613 0.0000 0.0000 1.4235 0.0000 0.0000 85.4106 0.0000 0.1696
2117 0.0216 0.1144 0.0216 0.0000 0.1846 0.0000 0.0023 1.6141 0.0023 0.0226 16.1409 0.0226 0.1647
1714B 0.1872 0.5439 0.1515 0.2253 1.0753 0.0467 1.2032 1.9772 0.3085 33.6900 55.3603 8.6375 0.3014
4514B 0.1498 0.5693 0.0852 0.1057 0.6770 0.0055 0.7054 1.1892 0.0645 16.9304 28.5397 1.5475 0.2053
14A13 0.3520 0.6011 0.0653 0.2477 2.5972 0.0000 0.7037 4.3208 0.0004 7.0368 43.2084 0.0045 1.1055
1312 0.1827 0.5004 0.5931 0.0388 2.3942 0.4130 0.2122 4.7849 0.6963 2.9707 66.9882 9.7488 0.8139
1211 0.0000 0.3298 0.0000 0.0000 2.7724 0.0000 0.0000 8.4056 0.0000 0.0000 311.0068 0.0000 0.8984
1103 0.2381 0.4713 0.5074 0.5509 2.4017 0.1711 2.3136 5.0961 0.3372 80.9772 178.3646 11.8034 0.9521
0912 0.0034 0.0252 0.0034 0.0000 0.0467 0.0000 0.0018 1.8524 0.0018 0.0983 101.8829 0.0983 0.1890
0811 0.0128 0.0945 0.0128 0.0000 0.1519 0.0000 0.0013 1.6077 0.0013 0.0740 88.4214 0.0740 0.1640
0201 0.1279 1.2984 0.1155 0.2349 5.2324 0.0739 1.8361 4.0299 0.6397 18.3609 40.2989 6.3969 0.9158
5248 0.3016 0.3538 0.3016 0.0556 0.0835 0.0556 0.1842 0.2360 0.1842 10.6842 13.6901 10.6842 0.0286
4845 0.0852 0.2913 0.0852 0.0001 0.2819 0.0001 0.0016 0.9677 0.0016 0.0975 58.0610 0.0975 0.0987
4250 0.1473 0.1632 0.1473 0.0894 0.0579 0.0894 0.6070 0.3550 0.6070 35.2072 20.5893 35.2072 0.0405
5338 0.0694 0.0745 0.0694 0.0393 0.0377 0.0393 0.5663 0.5065 0.5663 44.1685 39.5066 44.1685 0.0556
3851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 0.0000 0.9234 0.0000 0.0000 0.3119 0.0000 0.0000 0.3378 0.0000 0.0000 8.4444 0.0000 0.0996
4645o 0.0000 0.5232 0.0000 0.0000 0.3193 0.0000 0.0000 0.6103 0.0000 0.0000 20.1388 0.0000 0.1347
3836o 0.0349 0.1428 0.0349 0.0053 0.2074 0.0053 0.1526 1.4520 0.1526 6.1040 58.0818 6.1040 0.2373
3635o 0.5104 0.6725 0.5413 0.2593 0.4219 0.3295 0.5081 0.6273 0.6087 10.1629 12.5463 12.1749 0.0858
2217o 0.2896 1.2342 0.1155 0.1139 0.8355 0.0001 0.3934 0.6769 0.0012 13.7690 23.6932 0.0405 0.2254
2019o 0.1112 0.6805 0.1112 0.0000 0.1958 0.0000 0.0001 0.2877 0.0001 0.0032 8.6298 0.0032 0.0294
1918o 0.0038 0.0322 0.0038 0.0001 0.0258 0.0000 0.0173 0.8006 0.0048 1.8984 88.0651 0.5322 0.1579
1817o 0.1360 0.6213 0.1359 0.0355 0.7606 0.0078 0.2610 1.2241 0.0573 5.7415 26.9292 1.2597 0.2095
1009o 0.0398 0.1105 0.0398 0.0001 0.0061 0.0001 0.0015 0.0552 0.0015 0.0732 2.7604 0.0732 0.0110
0706o 0.1346 0.3740 0.1346 0.0030 0.0805 0.0030 0.0223 0.2154 0.0223 0.6679 6.4612 0.6679 0.0431
0604o 0.4351 1.2094 0.4351 0.0182 0.3573 0.0182 0.0419 0.2955 0.0419 2.3886 16.8420 2.3886 0.0591
0504o 0.1350 0.3751 0.1350 0.0015 0.0562 0.0015 0.0108 0.1498 0.0108 0.6783 9.4356 0.6783 0.0300
0403o 0.0852 0.4981 0.0852 0.0000 0.1841 0.0000 0.0001 0.3696 0.0001 0.0020 7.3927 0.0020 0.0377
0302o 0.5537 0.5867 0.7215 0.1315 0.8141 1.4975 0.2375 1.3874 2.0756 2.3746 13.8744 20.7555 0.1734
14a14bo 0.2374 0.3376 0.2288 0.4722 1.1035 0.5230 1.9890 3.2682 2.2860 19.8902 32.6821 22.8600 0.2343
*========================================================*
| 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 0.2953 0.3702 0.2953 0.9608 0.09669 34.903 0.2953 0.3702 0.2953 0.9608 0.09669 34.903 0.0000 0.0000 0.0000 None
5047 .001350 3.6621 .001350 3.6648 0.07529 9.9247 .001350 3.6621 .001350 3.6648 0.07529 9.9247 0.0000 0.0000 0.0000 None
5114b .000776 2.5902 .000776 2.5917 0.07993 9.9201 .000776 2.5902 .000776 2.5917 0.07993 9.9201 0.0000 0.0000 0.0000 None
4342 0.2638 0.2963 0.2638 0.8239 0.09723 39.903 0.2638 0.2963 0.2638 0.8239 0.09723 39.903 0.0000 0.0000 0.0000 None
3736 0.4239 19.515 0.4239 20.363 0.6184 14.382 0.4239 19.515 0.4239 20.363 0.6184 14.382 0.0000 0.0000 0.0000 None
3534 .001452 10.452 .001452 10.455 0.08262 9.9174 .001452 10.452 .001452 10.455 0.08262 9.9174 0.0000 0.0000 0.0000 None
3422 .004573 11.997 .004573 12.006 0.06487 9.9351 .004573 11.997 .004573 12.006 0.06487 9.9351 0.0000 0.0000 0.0000 None
3130 .000853 9.3248 .000853 9.3265 0.08297 19.917 .000853 9.3248 .000853 9.3265 0.08297 19.917 0.0000 0.0000 0.0000 None
3036 1.8207 34.759 1.8207 38.400 1.0871 18.913 1.8207 34.759 1.8207 38.400 1.0871 18.913 0.0000 0.0000 0.0000 None
2827 0.0000 1.2075 0.0000 1.2075 3.5433 11.457 0.0000 1.2075 0.0000 1.2075 3.5433 11.457 0.0000 0.0000 0.0000 None
2726 .004112 24.479 .004112 24.487 0.07285 19.927 .004112 24.479 .004112 24.487 0.07285 19.927 0.0000 0.0000 0.0000 None
2629 0.05255 6.6916 0.05255 6.7967 4.6264 15.374 0.05255 6.6916 0.05255 6.7967 4.6264 15.374 0.0000 0.0000 0.0000 None
2930 0.1092 13.823 0.1092 14.041 4.2242 15.776 0.1092 13.823 0.1092 14.041 4.2242 15.776 0.0000 0.0000 0.0000 None
L575 0.0000 6.1046 0.0000 6.1046 1.6057 18.394 0.0000 6.1046 0.0000 6.1046 1.6057 18.394 0.0000 0.0000 0.0000 None
2117 .006421 24.249 .006421 24.262 0.07255 9.9275 .006421 24.249 .006421 24.262 0.07255 9.9275 0.0000 0.0000 0.0000 None
1714B 7.9282 37.844 1.6447 47.417 0.08296 22.924 7.9282 37.844 1.6447 47.417 0.08296 22.924 0.0000 0.0000 0.0000 None
4514B 2.5319 16.218 0.1316 18.881 0.08187 21.076 2.5319 16.218 0.1316 18.881 0.08187 21.076 0.0000 0.0000 0.0000 None
14A13 2.1360 22.395 .000253 24.532 7.8057 20.162 2.1360 22.395 .000253 24.532 7.8057 20.162 0.0000 0.0000 0.0000 None
1312 0.3835 23.690 4.0868 28.161 13.143 33.076 0.3835 23.690 4.0868 28.161 13.143 33.076 0.0000 0.0000 0.0000 None
1211 0.0000 40.304 0.0000 40.304 12.340 30.208 0.0000 40.304 0.0000 40.304 12.340 30.208 0.0000 0.0000 0.0000 None
1103 6.9882 30.467 2.1708 39.626 15.366 40.013 6.9882 30.467 2.1708 39.626 15.366 40.013 0.0000 0.0000 0.0000 None
0912 .001769 13.558 .001769 13.562 0.08110 9.9189 .001769 13.558 .001769 13.562 0.08110 9.9189 0.0000 0.0000 0.0000 None
0811 .001212 10.706 .001212 10.708 0.08360 9.9164 .001212 10.706 .001212 10.708 0.08360 9.9164 0.0000 0.0000 0.0000 None
0201 3.4230 76.251 1.0767 80.751 16.887 40.010 3.4230 76.251 1.0767 80.751 16.887 40.010 0.0000 0.0000 0.0000 None
5248 0.2871 0.4316 0.2871 1.0058 0.09628 29.904 0.2871 0.4316 0.2871 1.0058 0.09628 29.904 0.0000 0.0000 0.0000 None
4845 .002900 5.9066 .002900 5.9124 0.06709 9.9329 .002900 5.9066 .002900 5.9124 0.06709 9.9329 0.0000 0.0000 0.0000 None
4250 1.3155 0.8521 1.3155 3.4832 0.09390 49.906 1.3155 0.8521 1.3155 3.4832 0.09390 49.906 0.0000 0.0000 0.0000 None
5338 1.6037 1.5408 1.6037 4.7482 0.09087 34.909 1.6037 1.5408 1.6037 4.7482 0.09087 34.909 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 2.2627 0.0000 2.2627 10.929 19.071 0.0000 2.2627 0.0000 2.2627 10.929 19.071 0.0000 0.0000 0.0000 None
4645o 0.0000 5.3405 0.0000 5.3405 10.904 19.096 0.0000 5.3405 0.0000 5.3405 10.904 19.096 0.0000 0.0000 0.0000 None
3836o 0.5809 22.623 0.5809 23.785 2.7640 17.236 0.5809 22.623 0.5809 23.785 2.7640 17.236 0.0000 0.0000 0.0000 None
3635o 1.5665 2.5484 1.9902 6.1051 0.09167 41.806 1.5665 2.5484 1.9902 6.1051 0.09167 41.806 0.0000 0.0000 0.0000 None
2217o 1.3726 10.066 .001608 11.441 1.6819 15.022 1.3726 10.066 .001608 11.441 1.6819 15.022 0.0000 0.0000 0.0000 None
2019o .000084 1.3686 .000084 1.3688 0.09266 9.9073 .000084 1.3686 .000084 1.3688 0.09266 9.9073 0.0000 0.0000 0.0000 None
1918o 0.02124 8.3871 .005952 8.4143 8.9693 19.641 0.02124 8.3871 .005952 8.4143 8.9693 19.641 0.0000 0.0000 0.0000 None
1817o 0.7941 17.019 0.1741 17.987 3.3920 20.747 0.7941 17.019 0.1741 17.987 3.3920 20.747 0.0000 0.0000 0.0000 None
1009o .001305 0.1369 .001305 0.1395 2.2350 7.7650 .001305 0.1369 .001305 0.1395 2.2350 7.7650 0.0000 0.0000 0.0000 None
0706o 0.04921 1.3232 0.04921 1.4217 1.4662 8.5338 0.04921 1.3232 0.04921 1.4217 1.4662 8.5338 0.0000 0.0000 0.0000 None
0604o 0.1144 2.2414 0.1144 2.4701 1.0817 8.9183 0.1144 2.2414 0.1144 2.4701 1.0817 8.9183 0.0000 0.0000 0.0000 None
0504o 0.01868 0.7223 0.01868 0.7596 1.7811 8.2189 0.01868 0.7223 0.01868 0.7596 1.7811 8.2189 0.0000 0.0000 0.0000 None
0403o .000043 0.9238 .000043 0.9239 0.09461 9.9054 .000043 0.9238 .000043 0.9239 0.09461 9.9054 0.0000 0.0000 0.0000 None
0302o 2.3230 14.383 26.457 43.163 26.262 53.011 2.3230 14.383 26.457 43.163 26.262 53.011 0.0000 0.0000 0.0000 None
14a14bo 13.859 32.386 15.349 61.595 3.4866 56.061 13.859 32.386 15.349 61.595 3.4866 56.061 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 8.9224 7.0319 66.0000 17.5000 17.4033 17.4033 5.0000 17.4033 17.4033 5.0000 34.8066 34.8066
5047 5.7568 4.6953 47.0000 9.9000 9.8247 9.8247 9.8000 0.0247 0.0247 0.0000 9.8494 9.8494
5114b 4.8201 3.1126 50.0000 9.9000 9.8201 9.8201 9.8000 0.0201 0.0201 0.0000 9.8401 9.8401
4342 9.2210 7.3275 55.0000 20.0000 19.9028 19.9028 5.0000 19.9028 19.9028 5.0000 39.8055 39.8055
3736 7.0666 5.8624 50.0000 11.4000 10.7816 10.7816 7.9000 2.9816 2.9816 0.1000 13.7631 13.7631
3534 4.3409 4.2373 10.0000 9.9000 9.8174 9.8174 9.8000 0.0174 0.0174 0.0000 9.8348 9.8348
3422 4.2373 3.6258 40.0000 9.9000 9.8351 9.8351 9.8000 0.0351 0.0351 0.0000 9.8703 9.8703
3130 7.5228 5.8624 55.0000 19.9000 19.8170 19.8170 19.8000 0.0170 0.0170 0.0000 19.8341 19.8341
3036 5.8624 5.8582 18.0000 14.0000 12.9129 12.9129 8.1000 4.9129 4.9129 0.1000 17.8259 17.8259
2827 8.3795 6.7794 50.0000 11.4000 7.8567 7.8567 7.9000 0.0567 0.0567 0.1000 7.9135 7.9135
2726 6.7286 6.7080 10.0000 19.9000 19.8272 19.8272 19.8000 0.0272 0.0272 0.0000 19.8543 19.8543
2629 6.7080 6.5365 45.0000 14.0000 9.3736 9.3736 8.1000 1.3736 1.3736 0.1000 10.7472 10.7472
2930 6.5365 5.8624 48.0000 14.0000 9.7758 9.7758 8.1000 1.7758 1.7758 0.1000 11.5515 11.5515
L575 4.8207 3.6258 60.0000 10.0000 8.3943 8.3943 9.9000 8.3943 8.3943 9.9000 16.7885 16.7885
2117 3.1423 3.1421 10.0000 9.9000 9.8275 9.8275 9.8000 0.0275 0.0275 0.0000 9.8549 9.8549
1714B 3.1421 3.1126 28.0000 19.0000 18.9170 18.9170 8.1000 3.9235 3.9235 0.1000 22.8406 22.8406
4514B 3.6547 3.1126 24.0000 19.0000 18.9181 18.9181 8.1000 2.0760 2.0760 0.1000 20.9941 20.9941
14A13 2.6699 2.8520 10.0000 13.6000 5.7943 5.7943 1.6000 6.5620 6.5620 6.4000 12.3563 12.3563
1312 2.6699 2.5025 14.0000 19.0000 5.8574 5.8574 3.1000 14.0757 14.0757 6.6000 19.9331 19.9331
1211 2.5025 2.3251 37.0000 16.9000 4.5598 4.5598 5.5000 13.3078 13.3078 13.6000 17.8676 17.8676
1103 2.3251 2.0071 35.0000 33.1000 17.7336 17.7336 3.8000 6.9126 6.9126 3.9000 24.6461 24.6461
0912 3.5186 2.5025 55.0000 9.9000 9.8189 9.8189 9.8000 0.0189 0.0189 0.0000 9.8378 9.8378
0811 3.0426 2.3251 55.0000 9.9000 9.8164 9.8164 9.8000 0.0164 0.0164 0.0000 9.8328 9.8328
0201 1.9662 1.8454 10.0000 33.1000 16.2126 16.2126 3.8000 6.9096 6.9096 2.0000 23.1222 23.1222
5248 7.0319 4.8246 58.0000 15.0000 14.9037 14.9037 5.0000 14.9037 14.9037 5.0000 29.8074 29.8074
4845 4.6530 3.6547 60.0000 9.9000 9.8329 9.8329 9.8000 0.0329 0.0329 0.0000 9.8658 9.8658
4250 7.3275 5.7568 58.0000 25.0000 24.9061 24.9061 5.0000 24.9061 24.9061 5.0000 49.8122 49.8122
5338 8.5228 6.0969 78.0000 17.5000 17.4091 17.4091 5.0000 17.4091 17.4091 5.0000 34.8183 34.8183
3851 6.0969 4.8201 42.0000 10.0000 0.0000 0.0000 5.0000 0.0000 0.0000 5.0000 0.0000 0.0000
4746o 4.6953 4.1048 25.0000 19.0000 8.0711 8.0711 8.1000 0.0711 0.0711 0.1000 8.1423 8.1423
4645o 4.1048 3.6547 33.0000 19.0000 8.0962 8.0962 8.1000 0.0962 0.0962 0.1000 8.1924 8.1924
3836o 6.0969 5.8582 40.0000 14.0000 11.2360 11.2360 8.1000 3.2360 3.2360 0.1000 14.4719 14.4719
3635o 5.8582 5.2829 20.0000 19.6000 19.5083 19.5083 5.2000 22.2062 22.2062 6.5000 41.7145 41.7145
2217o 3.6258 3.1748 35.0000 11.0000 9.3181 9.3181 0.1000 4.0219 4.0219 4.0000 13.3401 13.3401
2019o 7.0254 6.0361 30.0000 9.9000 9.8073 9.8073 9.8000 0.0073 0.0073 0.0000 9.8147 9.8147
1918o 6.0361 3.2225 110.0000 19.0000 10.0307 10.0307 8.1000 0.6413 0.6413 0.1000 10.6720 10.6720
1817o 3.2225 3.1421 22.0000 19.0000 15.6080 15.6080 8.1000 1.7473 1.7473 0.1000 17.3553 17.3553
1009o 4.6054 3.5186 50.0000 7.5000 5.2650 5.2650 5.0000 0.2650 0.2650 0.0000 5.5300 5.5300
0706o 5.0290 4.5592 30.0000 7.5000 6.0338 6.0338 5.0000 1.0338 1.0338 0.0000 7.0676 7.0676
0604o 4.5592 2.8590 57.0000 7.5000 6.4183 6.4183 5.0000 1.4183 1.4183 0.0000 7.8365 7.8365
0504o 4.3206 2.8416 63.0000 7.5000 5.7189 5.7189 5.0000 0.7189 0.7189 0.0000 6.4378 6.4378
0403o 2.8416 2.0329 20.0000 9.9000 9.8054 9.8054 9.8000 0.0054 0.0054 0.0000 9.8108 9.8108
0302o 2.0071 1.9662 10.0000 37.0000 10.7384 10.7384 8.0000 16.0108 16.0108 0.0000 26.7492 26.7492
14a14bo 3.1126 2.8520 10.0000 28.0000 24.5134 24.5134 8.0000 28.0607 28.0607 8.0000 52.5741 52.5741
*=========================================================*
| 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 0.1051 308.0279 0.1696 0.7003 ## N54 8.9000 8.9224
5047 0.3576 1174.6952 0.4916 3.0089 ## N53 8.5000 8.5228
5114b 0.0788 202.7709 0.3682 1.7804 ## N52 7.0000 7.0319
4342 0.1076 301.7668 0.1820 0.4828 ## N38 5.0000 6.0969
3736 0.1246 321.9080 0.7192 15.8794 ## N51 3.8000 4.8201
3534 1.0418 1191.0827 0.7638 13.6343 ## N48 3.6000 4.6530
3422 1.0375 1203.0849 0.6125 22.5395 ## N50 4.7000 5.7568
3130 0.1874 474.7326 0.3682 7.9879 ## N47 3.6000 4.6953
3024 0.4513 2640.5904 2.9431 8.1127 ## N46 3.0000 4.1048
3036 0.6976 -91.5144 0.2690 47.4703 ## N45 2.5000 3.6547
2827 0.2162 552.2562 1.0305 0.5207 ## N43 9.2000 9.2210
2726 0.3746 330.6812 0.1767 20.5508 ## N42 7.3000 7.3275
2629 0.3609 424.0975 0.3506 43.6307 ## N37 7.0000 7.0666
2930 0.6806 1345.6518 0.8574 17.5254 ## N36 4.4700 5.8582
2725 0.2559 1202.3011 2.2904 3.3399 ## N35 3.2000 4.3409
2524 0.2527 1200.2321 2.4553 5.9018 ## N34 4.1000 4.2373
2422 0.6498 3845.8923 2.2913 11.2375 ## N31 7.5000 7.5228
L575 0.3613 862.7571 0.5012 14.6371 ## N30 4.2000 5.8624
2117 0.1847 479.6142 0.4275 16.3700 ## N29 6.4000 6.5365
1714B 1.3474 544.0743 0.3862 98.2791 ## N28 8.3000 8.3795
1716 2.0535 9823.6887 2.3650 26.0945 ## N27 5.3500 6.7286
1615 1.2125 6898.7377 2.7277 12.4756 ## N26 6.5000 6.7080
1614A 0.8424 2928.2808 1.8991 4.6314 ## N25 4.8700 5.7044
4514B 0.7882 1850.1141 0.9440 19.0046 ## N24 2.5900 4.1828
4515 0.1763 1272.8853 2.4674 2.2693 ## N23 4.7000 4.8207
1502 1.3631 8174.7864 2.6866 49.8258 ## N22 1.8600 3.6258
14A13 -2.8450 -5546.1075 -0.5651 45.5319 ## N21 2.0000 3.1423
1312 2.8460 5557.4975 0.5168 80.1634 ## N20 6.0000 7.0254
1211 2.7724 5549.3463 0.3309 315.0942 ## N19 4.5000 6.0361
1103 3.1237 6789.9775 0.4026 267.5366 ## N18 1.9000 3.2225
0912 0.0468 17.7747 0.0285 36.3076 ## N17 1.7500 3.1421
0908 0.1337 480.4143 1.1981 5.5999 ## N16 1.3400 3.1459
0811 0.1520 104.6518 0.2443 26.8442 ## N15 1.2100 2.4787
0804 0.2401 842.6747 1.5002 8.2402 ## N14B 1.8000 3.1126
0201 5.5412 19628.6618 1.3659 65.4112 ## N14A 1.6000 2.8520
5248 0.1946 635.1405 0.3228 0.3825 ## N13 1.8600 2.6699
4845 0.2822 923.1333 0.3101 8.2417 ## N12 1.6800 2.5025
4250 0.2368 726.5423 0.1534 3.2588 ## N11 1.3400 2.3251
5338 0.1163 340.4218 0.1692 4.7670 ## N10 3.6000 4.6054
3851 0.0000 0.0000 0.0000 0.0524 ## N9 2.5000 3.5186
4746o 0.3119 471.9617 0.9209 1.4930 ## N8 2.0000 3.0426
4746u 0.1016 1232.0420 1.4142 2.4123 ## N7 4.0000 5.0290
4645o 0.3193 493.7079 0.5668 6.4876 ## N6 3.5000 4.5592
4645u 0.0990 1212.1692 1.3770 3.1508 ## N5 3.3000 4.3206
3836o 0.2180 777.6012 0.1262 45.8350 ## N4 1.7000 2.8416
3635o 1.0107 1087.5913 0.5795 5.0383 ## N3 1.1000 2.0071
2217o 0.9496 896.3288 1.0379 18.7992 ## N2 1.0500 1.9662
2217u 0.9899 5327.3831 2.2287 16.2062 ## N1 0.9300 1.8454
2019o 0.1958 87.6681 0.7711 0.3152 ##
2019u 0.4116 1430.0584 2.5719 4.8398 ##
1918o 0.0259 6.7246 0.0323 5.6180 ##
1918u 0.8466 2720.1039 2.9681 15.9484 ##
1817o 0.8038 1131.9985 0.5724 33.3481 ##
1817u 0.6230 2330.4177 2.1943 6.4985 ##
1009o 0.0062 0.4902 0.1078 0.0468 ##
1009u 0.1835 495.1023 1.6436 5.1686 ##
0706o 0.0865 57.8104 0.3350 0.9344 ##
0706u 0.0874 392.7317 1.2176 2.1550 ##
0604o 0.3938 358.4229 1.0378 0.7509 ##
0604u 0.3072 1524.7060 2.7616 4.0439 ##
0504o 0.0591 24.6828 0.4862 0.3034 ##
0504u 0.1337 458.7060 1.8664 3.2331 ##
0403o 0.1841 60.4304 0.4979 0.3001 ##
0403u 1.1262 4099.1821 2.6090 9.2111 ##
0302o 2.4430 2000.5653 0.6602 36.5118 ##
0302u 0.7555 8976.3451 0.8381 26.8299 ##
14a14bo 2.0987 1931.9857 0.3549 52.4154 ##
14a14bu 0.1321 682.3033 1.8456 0.7211 ##
FREE # 1 5.5412 19629.7736 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 0.1051 308.0279
N50 N47 0.3576 1174.6952
N51 N14B 0.0788 202.7709
N43 N42 0.1076 301.7668
N37 N30 0.1246 321.9080
N35 N34 1.0418 1191.0827
N34 N22 1.0375 1203.0849
N31 N30 0.1874 474.7326
N30 N24 0.4513 2640.5904
N30 N36 0.6976 -91.5144
N28 N27 0.2162 552.2562
N27 N26 0.3746 330.6812
N26 N29 0.3609 424.0975
N29 N30 0.6806 1345.6518
N27 N25 0.2559 1202.3011
N25 N24 0.2527 1200.2321
N24 N22 0.6498 3845.8923
N23 N22 0.3613 862.7571
N21 N17 0.1847 479.6142
N17 N14B 1.3474 544.0743
N17 N16 2.0535 9823.6887
N16 N15 1.2125 6898.7377
N16 N14A 0.8424 2928.2808
N45 N14B 0.7882 1850.1141
N45 N15 0.1763 1272.8853
N15 N2 1.3631 8174.7864
N13 N14A 2.8450 5546.1075
N13 N12 2.8460 5557.4975
N12 N11 2.7724 5549.3463
N11 N3 3.1237 6789.9775
N9 N12 0.0468 17.7747
N9 N8 0.1337 480.4143
N8 N11 0.1520 104.6518
N8 N4 0.2401 842.6747
N2 N1 5.5412 19628.6618
N52 N48 0.1946 635.1405
N48 N45 0.2822 923.1333
N42 N50 0.2368 726.5423
N53 N38 0.1163 340.4218
N47 N46 0.5141 1704.0037
N46 N45 0.5135 1705.8771
N38 N36 0.2180 777.6012
N36 N35 1.0107 1087.5913
N22 N17 1.9027 6223.7119
N20 N19 0.5086 1517.7265
N19 N18 0.8723 2726.8286
N18 N17 1.0746 The text continues on section 5.