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e10y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:54.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\churchie\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\churchst\Flows.int
Input File to Layer # 2 C:\XPS\churchst\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=6.0 6.0000 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).... 54
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)........ 68
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 68
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..................... 433
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 62
Number of Storage junctions in Extran (NVSE)........ 1
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 3
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 54
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)............ 68
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 |
*==========================================================*
CHURCH STREET, POMONA
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...... 6.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 5
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 43.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100
###################################################
# 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 N55#1 N55 35.000 .60000 1.0010.000 0.025 0.100 0.000 0.000 0.00
2 N55#2 N55 70.000 .61000 0.1012.000 0.025 0.100 0.000 0.000 0.00
3 N56#1 N56 9.0000 .21000 100.0010.000 0.025 0.100 0.000 0.000 0.00
4 N56#2 N56 17.000 .21000 0.1011.000 0.025 0.100 0.000 0.000 0.00
5 N58#1 N58 21.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
6 N58#2 N58 42.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
7 N59#1 N59 16.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
8 N59#2 N59 33.000 .13000 0.1011.000 0.025 0.100 0.000 0.000 0.00
9 N61#1 N61 20.000 .20000 100.0010.000 0.025 0.100 0.000 0.000 0.00
10 N61#2 N61 38.000 .20000 0.1011.000 0.025 0.100 0.000 0.000 0.00
11 N1#1 N1 10.000 .23000 100.0010.000 0.025 0.100 0.000 0.000 0.00
12 N1#2 N1 130.00 2.3300 10.0012.000 0.025 0.100 0.000 0.000 0.00
13 N4#1 N4 10.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
14 N4#2 N4 112.00 1.5700 30.0012.000 0.025 0.100 0.000 0.000 0.00
15 N8#1 N8 10.000 .60000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
16 N8#2 N8 43.000 .54000 45.0010.000 0.025 0.100 0.000 0.000 0.00
17 N13#1 N13 30.000 .71000 100.0010.000 0.025 0.100 0.000 0.000 0.00
18 N13#2 N13 89.000 1.3300 35.0010.000 0.025 0.100 0.000 0.000 0.00
19 N25#1 N25 57.000 1.1300 100.0010.000 0.025 0.100 0.000 0.000 0.00
20 N25#2 N25 113.00 1.1300 0.1010.000 0.025 0.100 0.000 0.000 0.00
21 N28#1 N28 10.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
22 N28#2 N28 79.000 2.8700 0.1022.000 0.025 0.100 0.000 0.000 0.00
23 N29#1 N29 10.000 .25000 100.0010.000 0.025 0.100 0.000 0.000 0.00
24 N29#2 N29 146.00 2.2400 10.0012.000 0.025 0.100 0.000 0.000 0.00
25 N30#1 N30 16.000 .40000 100.0010.000 0.025 0.100 0.000 0.000 0.00
26 N30#2 N30 22.700 3.5800 10.0012.000 0.025 0.100 0.000 0.000 0.00
27 N31#1 N31 48.000 1.0000 100.0010.000 0.025 0.100 0.000 0.000 0.00
28 N31#2 N31 177.00 2.7200 35.00 9.000 0.025 0.100 0.000 0.000 0.00
29 N32#1 N32 56.000 .50000 100.0010.000 0.025 0.100 0.000 0.000 0.00
30 N32#2 N32 111.00 .50000 0.0013.000 0.025 0.100 0.000 0.000 0.00
31 N33#1 N33 46.000 .41000 100.0010.000 0.025 0.100 0.000 0.000 0.00
32 N33#2 N33 68.000 .41000 0.10 9.000 0.025 0.100 0.000 0.000 0.00
33 N36#1 N36 36.000 .36000 100.0010.000 0.025 0.100 0.000 0.000 0.00
34 N36#2 N36 73.000 .37000 0.1012.000 0.025 0.100 0.000 0.000 0.00
35 N42#1 N42 35.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
36 N42#2 N42 68.000 .67000 0.1011.000 0.025 0.100 0.000 0.000 0.00
37 N44#1 N44 17.000 .31000 100.0010.000 0.025 0.100 0.000 0.000 0.00
38 N44#2 N44 36.000 .32000 0.1011.000 0.025 0.100 0.000 0.000 0.00
39 N45#1 N45 8.0000 .13000 100.0010.000 0.025 0.100 0.000 0.000 0.00
40 N45#2 N45 28.000 .37000 0.1011.000 0.025 0.100 0.000 0.000 0.00
41 N47#1 N47 7.0000 .10000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
42 N47#2 N47 29.000 .44000 0.1010.000 0.025 0.100 0.000 0.000 0.00
43 N48#1 N48 40.000 1.7000 100.0010.000 0.025 0.100 0.000 0.000 0.00
44 N48#2 N48 80.000 1.6900 0.10 9.000 0.025 0.100 0.000 0.000 0.00
45 N50#1 N50 37.000 1.0900 100.0010.000 0.025 0.100 0.000 0.000 0.00
46 N50#2 N50 39.000 .60000E-01 0.10 9.000 0.025 0.100 0.000 0.000 0.00
47 N52#1 N52 24.000 .17000 100.0010.000 0.025 0.100 0.000 0.000 0.00
48 N52#2 N52 31.000 .18000 0.1010.000 0.025 0.100 0.000 0.000 0.00
49 N63#1 N63 32.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
50 N63#2 N63 65.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
51 N64#1 N64 33.000 .74000 100.0010.000 0.025 0.100 0.000 0.000 0.00
52 N64#2 N64 69.000 .75000 0.1011.000 0.025 0.100 0.000 0.000 0.00
53 N66#1 N66 50.000 1.2000 100.0010.000 0.025 0.100 0.000 0.000 0.00
54 N66#2 N66 103.00 1.1900 0.1010.000 0.025 0.100 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 N55#1 0.1000 2.0000 2.0000
2 N55#2 0.1000 2.0000 2.0000
3 N56#1 0.1000 2.0000 2.0000
4 N56#2 0.1000 2.0000 2.0000
5 N58#1 0.1000 2.0000 2.0000
6 N58#2 0.1000 2.0000 2.0000
7 N59#1 0.1000 2.0000 2.0000
8 N59#2 0.1000 2.0000 2.0000
9 N61#1 0.1000 2.0000 2.0000
10 N61#2 0.1000 2.0000 2.0000
11 N1#1 0.1000 2.0000 2.0000
12 N1#2 0.1000 2.0000 2.0000
13 N4#1 0.1000 2.0000 2.0000
14 N4#2 0.1000 2.0000 2.0000
15 N8#1 0.1000 2.0000 2.0000
16 N8#2 0.1000 2.0000 2.0000
17 N13#1 0.1000 2.0000 2.0000
18 N13#2 0.1000 2.0000 2.0000
19 N25#1 0.1000 2.0000 2.0000
20 N25#2 0.1000 2.0000 2.0000
21 N28#1 0.1000 2.0000 2.0000
22 N28#2 0.1000 2.0000 2.0000
23 N29#1 0.1000 2.0000 2.0000
24 N29#2 0.1000 2.0000 2.0000
25 N30#1 0.1000 2.0000 2.0000
26 N30#2 0.1000 2.0000 2.0000
27 N31#1 0.1000 2.0000 2.0000
28 N31#2 0.1000 2.0000 2.0000
29 N32#1 0.1000 2.0000 2.0000
30 N32#2 0.1000 2.0000 2.0000
31 N33#1 0.1000 2.0000 2.0000
32 N33#2 0.1000 2.0000 2.0000
33 N36#1 0.1000 2.0000 2.0000
34 N36#2 0.1000 2.0000 2.0000
35 N42#1 0.1000 2.0000 2.0000
36 N42#2 0.1000 2.0000 2.0000
37 N44#1 0.1000 2.0000 2.0000
38 N44#2 0.1000 2.0000 2.0000
39 N45#1 0.1000 2.0000 2.0000
40 N45#2 0.1000 2.0000 2.0000
41 N47#1 0.1000 2.0000 2.0000
42 N47#2 0.1000 2.0000 2.0000
43 N48#1 0.1000 2.0000 2.0000
44 N48#2 0.1000 2.0000 2.0000
45 N50#1 0.1000 2.0000 2.0000
46 N50#2 0.1000 2.0000 2.0000
47 N52#1 0.1000 2.0000 2.0000
48 N52#2 0.1000 2.0000 2.0000
49 N63#1 0.1000 2.0000 2.0000
50 N63#2 0.1000 2.0000 2.0000
51 N64#1 0.1000 2.0000 2.0000
52 N64#2 0.1000 2.0000 2.0000
53 N66#1 0.1000 2.0000 2.0000
54 N66#2 0.1000 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 N55#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N55#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N56#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N56#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N58#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N58#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N59#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N59#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N61#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N61#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N1#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N1#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N13#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N13#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N25#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N25#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N32#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N32#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N33#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N33#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N63#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N63#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N64#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N64#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N66#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N66#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 54
Total Tributary Area (hectares). 41.10
Impervious Area (hectares)...... 16.19
Pervious Area (hectares)........ 24.91
Total Width (hectares).......... 2634.70
Percent Imperviousness.......... 39.40
###################################################
# 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
N55 No Tributary Channel/Pipes
Tributary Subareas........ N55#1 N55#2
N56 No Tributary Channel/Pipes
Tributary Subareas........ N56#1 N56#2
N58 No Tributary Channel/Pipes
Tributary Subareas........ N58#1 N58#2
N59 No Tributary Channel/Pipes
Tributary Subareas........ N59#1 N59#2
N61 No Tributary Channel/Pipes
Tributary Subareas........ N61#1 N61#2
N1 No Tributary Channel/Pipes
Tributary Subareas........ N1#1 N1#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N13 No Tributary Channel/Pipes
Tributary Subareas........ N13#1 N13#2
N25 No Tributary Channel/Pipes
Tributary Subareas........ N25#1 N25#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N32 No Tributary Channel/Pipes
Tributary Subareas........ N32#1 N32#2
N33 No Tributary Channel/Pipes
Tributary Subareas........ N33#1 N33#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N44 No Tributary Channel/Pipes
Tributary Subareas........ N44#1 N44#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N48 No Tributary Channel/Pipes
Tributary Subareas........ N48#1 N48#2
N50 No Tributary Channel/Pipes
Tributary Subareas........ N50#1 N50#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N63 No Tributary Channel/Pipes
Tributary Subareas........ N63#1 N63#2
N64 No Tributary Channel/Pipes
Tributary Subareas........ N64#1 N64#2
N66 No Tributary Channel/Pipes
Tributary Subareas........ N66#1 N66#2
***********************************************************
* Hydrographs will be stored for the following 27 INLETS *
***********************************************************
N55 N56 N58 N59 N61 N1
N4 N8 N13 N25 N28 N29
N30 N31 N32 N33 N36 N42
N44 N45 N47 N48 N50 N52
N63 N64 N66
************************************************
* 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 = 360
Final Julian Date = 1903001
Final time of day = 21600. seconds.
Final time of day = 6.00 hours.
Final running time = 6.0000 hours.
Final running time = 0.2500 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
------------- ------- -------- ------------- ------- --------
N55#1 1695 421 N55#2 1625 391 N56#1 1208 360
N56#2 1608 392 N58#1 1212 360 N58#2 1613 391
N59#1 1232 360 N59#2 1624 388 N61#1 1228 360
N61#2 1623 389 N1#1 1208 360 N1#2 1826 526
N4#1 1152 360 N4#2 2139 621 N8#1 1158 334
N8#2 2329 683 N13#1 1208 360 N13#2 2279 669
N25#1 1212 360 N25#2 1613 391 N28#1 1224 360
N28#2 1536 396 N29#1 1208 360 N29#2 1798 514
N30#1 1208 360 N30#2 2300 720 N31#1 1212 360
N31#2 2320 684 N32#1 1228 360 N32#2 1216 360
N33#1 1228 360 N33#2 1626 390 N36#1 1228 360
N36#2 1619 389 N42#1 1212 360 N42#2 1621 391
N44#1 1216 360 N44#2 1625 391 N45#1 1216 360
N45#2 1600 392 N47#1 633 155 N47#2 1599 393
N48#1 1192 360 N48#2 1545 395 N50#1 1204 360
N50#2 1622 386 N52#1 1232 360 N52#2 1626 390
N63#1 1220 360 N63#2 1622 390 N64#1 1212 360
N64#2 1613 391 N66#1 1208 360 N66#2 1612 392
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 43.0000 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.767300E+04 43.000
Total Infiltration 2.237130E+02 0.544
Total Evaporation 4.333111E+00 0.011
Surface Runoff from Watersheds 1.730012E+04 42.093
Total Water remaining in Surface Storage 1.621896E+02 0.395
Infiltration over the Pervious Area... 2.237130E+02 0.898
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.769035E+04 43.042
Total Precipitation + Initial Storage. 1.767300E+04 43.000
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............... -0.0982
****************************************************
* 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.............. 1.730012E+04 42.093
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.................. 1.727532E+04 42.032
Initial Storage + Inflow.................... 1.730012E+04 42.093
Final Storage + Outflow + Diverted GW....... 1.727532E+04 42.032
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.1435
##################################################
# 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........... N55#1 N55#2 N56#1 N56#2 N58#1 N58#2
Area (hectares)........ 0.60001 0.61001 0.21000 0.21000 0.42001 0.43001
Percent Impervious..... 1.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 43.00000 43.00000 43.00000 43.00000 43.00000 43.00000
Max Intensity (mm/hr).. 201.24000 201.24000 201.24000 201.24000 201.24000 201.24000
Pervious Area
-------------
Total Runoff Depth (mm) 41.89556 42.06426 0.00000 41.99720 0.00000 42.02497
Total Losses (mm)...... 0.87389 0.85960 0.00000 0.86748 0.00000 0.86479
Remaining Depth (mm)... 0.23055 0.07614 0.00000 0.13531 0.00000 0.11024
Peak Runoff Rate (cms). 0.21486 0.28685 0.00000 0.08808 0.00000 0.18884
Total Impervious Area
---------------------
Total Runoff Depth (mm) 43.12251 43.13424 42.98192 43.10887 42.99559 43.13635
Peak Runoff Rate (cms). 0.00335 0.00035 0.10639 0.00012 0.21753 0.00024
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 43.12251 43.13424 42.98192 43.10887 42.99559 43.13635
Peak Runoff Rate (cms). 0.00335 0.00035 0.10639 0.00012 0.21753 0.00024
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) 41.90783 42.06533 42.98192 41.99832 42.99559 42.02609
Peak Runoff Rate (cms). 0.21822 0.28720 0.10639 0.08820 0.21753 0.18909
Unit Runoff (mm/hr).... 132.02175 170.91027 183.90947 152.45648 188.00576 159.62552
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........... N59#1 N59#2 N61#1 N61#2 N1#1 N1#2
Area (hectares)........ 0.12000 0.13000 0.20000 0.20000 0.23001 2.33005
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 10.00000
Total Rainfall (mm).... 43.00000 43.00000 43.00000 43.00000 43.00000 43.00000
Max Intensity (mm/hr).. 201.24000 201.24000 201.24000 201.24000 201.24000 201.24000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 42.13340 0.00000 42.11237 0.00000 41.94086
Total Losses (mm)...... 0.00000 0.84142 0.00000 0.84900 0.00000 0.87151
Remaining Depth (mm)... 0.00000 0.02519 0.00000 0.03864 0.00000 0.18763
Peak Runoff Rate (cms). 0.00000 0.06854 0.00000 0.10222 0.00000 0.80764
Total Impervious Area
---------------------
Total Runoff Depth (mm) 43.05671 43.26961 43.04098 43.22515 42.98328 43.15380
Peak Runoff Rate (cms). 0.06631 0.00008 0.10945 0.00012 0.11679 0.13023
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 43.05671 43.26961 43.04098 43.22515 42.98328 43.15380
Peak Runoff Rate (cms). 0.06631 0.00008 0.10945 0.00012 0.11679 0.13023
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) 43.05671 42.13453 43.04098 42.11348 42.98328 42.06215
Peak Runoff Rate (cms). 0.06631 0.06862 0.10945 0.10233 0.11679 0.93788
Unit Runoff (mm/hr).... 200.59460 191.60758 198.64744 185.73792 184.32498 146.11737
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 N8#1 N8#2 N13#1 N13#2
Area (hectares)........ 0.67001 1.57003 0.06000 0.54001 0.71002 1.33003
Percent Impervious..... 100.00000 30.00000 100.00000 45.00000 100.00000 35.00000
Total Rainfall (mm).... 43.00000 43.00000 43.00000 43.00000 43.00000 43.00000
Max Intensity (mm/hr).. 201.24000 201.24000 201.24000 201.24000 201.24000 201.24000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 42.04712 0.00000 42.08151 0.00000 42.03403
Total Losses (mm)...... 0.00000 0.86211 0.00000 0.85653 0.00000 0.86376
Remaining Depth (mm)... 0.00000 0.09077 0.00000 0.06195 0.00000 0.10222
Peak Runoff Rate (cms). 0.00000 0.50193 0.00000 0.14415 0.00000 0.38596
Total Impervious Area
---------------------
Total Runoff Depth (mm) 42.78249 43.09596 43.06912 43.07255 42.98056 43.07706
Peak Runoff Rate (cms). 0.24809 0.26277 0.03331 0.13504 0.35889 0.25897
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 42.78249 43.09596 43.06912 43.07255 42.98056 43.07706
Peak Runoff Rate (cms). 0.24809 0.26277 0.03331 0.13504 0.35889 0.25897
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) 42.78249 42.36177 43.06912 42.52748 42.98056 42.39909
Peak Runoff Rate (cms). 0.24809 0.76470 0.03331 0.27919 0.35889 0.64493
Unit Runoff (mm/hr).... 134.41591 176.80750 201.54131 187.67813 183.49297 176.02413
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........... N25#1 N25#2 N28#1 N28#2 N29#1 N29#2
Area (hectares)........ 1.13002 1.13002 0.12000 2.87006 0.25001 2.24005
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 10.00000
Total Rainfall (mm).... 43.00000 43.00000 43.00000 43.00000 43.00000 43.00000
Max Intensity (mm/hr).. 201.24000 201.24000 201.24000 201.24000 201.24000 201.24000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 42.02917 0.00000 41.73029 0.00000 41.98162
Total Losses (mm)...... 0.00000 0.86432 0.00000 0.87930 0.00000 0.86876
Remaining Depth (mm)... 0.00000 0.10651 0.00000 0.39041 0.00000 0.14962
Peak Runoff Rate (cms). 0.00000 0.49982 0.00000 0.85729 0.00000 0.82566
Total Impervious Area
---------------------
Total Runoff Depth (mm) 42.99631 43.14116 43.03058 43.01688 42.97510 43.16433
Peak Runoff Rate (cms). 0.58590 0.00064 0.06507 0.00161 0.12522 0.12521
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 42.99631 43.14116 43.03058 43.01688 42.97510 43.16433
Peak Runoff Rate (cms). 0.58590 0.00064 0.06507 0.00161 0.12522 0.12521
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) 42.99631 42.03029 43.03058 41.73158 42.97510 42.09989
Peak Runoff Rate (cms). 0.58590 0.50046 0.06507 0.85890 0.12522 0.95086
Unit Runoff (mm/hr).... 188.21693 160.76935 196.82573 108.63525 181.81856 154.09234
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........... N30#1 N30#2 N31#1 N31#2 N32#1 N32#2
Area (hectares)........ 0.40001 3.58008 1.00002 2.72006 0.50001 0.50001
Percent Impervious..... 100.00000 10.00000 100.00000 35.00000 100.00000 0.00000
Total Rainfall (mm).... 43.00000 43.00000 43.00000 43.00000 43.00000 43.00000
Max Intensity (mm/hr).. 201.24000 201.24000 201.24000 201.24000 201.24000 201.24000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 38.45470 0.00000 42.01962 0.00000 42.12999
Total Losses (mm)...... 0.00000 0.88875 0.00000 0.86536 0.00000 0.84283
Remaining Depth (mm)... 0.00000 3.65655 0.00000 0.11502 0.00000 0.02718
Peak Runoff Rate (cms). 0.00000 0.28818 0.00000 0.77023 0.00000 0.26268
Total Impervious Area
---------------------
Total Runoff Depth (mm) 42.97510 43.01941 42.99216 43.07236 43.04722 0.00000
Peak Runoff Rate (cms). 0.20035 0.19172 0.51513 0.52903 0.27483 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 42.97510 43.01941 42.99216 43.07236 43.04722 0.00000
Peak Runoff Rate (cms). 0.20035 0.19172 0.51513 0.52903 0.27483 0.00778
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) 42.97510 38.91117 42.99216 42.38808 43.04722 42.12999
Peak Runoff Rate (cms). 0.20035 0.47990 0.51513 1.29926 0.27483 0.26268
Unit Runoff (mm/hr).... 181.81856 48.66121 186.99576 173.39547 199.53194 190.70868
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........... N33#1 N33#2 N36#1 N36#2 N42#1 N42#2
Area (hectares)........ 0.41001 0.41001 0.36001 0.37001 0.67001 0.67001
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 43.00000 43.00000 43.00000 43.00000 43.00000 43.00000
Max Intensity (mm/hr).. 201.24000 201.24000 201.24000 201.24000 201.24000 201.24000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 42.09064 0.00000 42.11877 0.00000 42.03975
Total Losses (mm)...... 0.00000 0.85463 0.00000 0.84695 0.00000 0.86306
Remaining Depth (mm)... 0.00000 0.05473 0.00000 0.03427 0.00000 0.09719
Peak Runoff Rate (cms). 0.00000 0.20200 0.00000 0.19102 0.00000 0.30179
Total Impervious Area
---------------------
Total Runoff Depth (mm) 43.04731 43.17991 43.04098 43.23919 42.99913 43.15415
Peak Runoff Rate (cms). 0.22538 0.00024 0.19700 0.00021 0.34890 0.00038
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 43.04731 43.17991 43.04098 43.23919 42.99913 43.15415
Peak Runoff Rate (cms). 0.22538 0.00024 0.19700 0.00021 0.34890 0.00038
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) 43.04731 42.09173 43.04098 42.11989 42.99913 42.04086
Peak Runoff Rate (cms). 0.22538 0.20224 0.19700 0.19124 0.34890 0.30218
Unit Runoff (mm/hr).... 199.54423 179.05540 198.64744 187.62144 189.03219 163.71734
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........... N44#1 N44#2 N45#1 N45#2 N47#1 N47#2
Area (hectares)........ 0.31001 0.32001 0.13000 0.37001 0.01000 0.44001
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 43.00000 43.00000 43.00000 43.00000 43.00000 43.00000
Max Intensity (mm/hr).. 201.24000 201.24000 201.24000 201.24000 201.24000 201.24000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 42.05550 0.00000 41.98196 0.00000 41.93231
Total Losses (mm)...... 0.00000 0.86094 0.00000 0.86874 0.00000 0.87201
Remaining Depth (mm)... 0.00000 0.08356 0.00000 0.14930 0.00000 0.19568
Peak Runoff Rate (cms). 0.00000 0.14817 0.00000 0.15146 0.00000 0.16723
Total Impervious Area
---------------------
Total Runoff Depth (mm) 43.00290 43.12096 43.01130 43.09647 43.16301 43.06561
Peak Runoff Rate (cms). 0.16235 0.00018 0.06890 0.00021 0.00559 0.00025
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 43.00290 43.12096 43.01130 43.09647 43.16301 43.06561
Peak Runoff Rate (cms). 0.16235 0.00018 0.06890 0.00021 0.00559 0.00025
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) 43.00290 42.05656 43.01130 41.98308 43.16301 41.93344
Peak Runoff Rate (cms). 0.16235 0.14835 0.06890 0.15167 0.00559 0.16748
Unit Runoff (mm/hr).... 190.10325 168.28542 192.37864 148.80568 202.90634 138.17068
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 N50#1 N50#2 N52#1 N52#2
Area (hectares)........ 1.70004 1.69004 1.09002 0.06000 0.17000 0.18000
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 43.00000 43.00000 43.00000 43.00000 43.00000 43.00000
Max Intensity (mm/hr).. 201.24000 201.24000 201.24000 201.24000 201.24000 201.24000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.78140 0.00000 42.17949 0.00000 42.09957
Total Losses (mm)...... 0.00000 0.87800 0.00000 0.81325 0.00000 0.85253
Remaining Depth (mm)... 0.00000 0.34060 0.00000 0.00726 0.00000 0.04791
Peak Runoff Rate (cms). 0.00000 0.53254 0.00000 0.03290 0.00000 0.09006
Total Impervious Area
---------------------
Total Runoff Depth (mm) 42.90048 43.02289 42.95670 43.79127 43.05984 43.19780
Peak Runoff Rate (cms). 0.74963 0.00095 0.52899 0.00003 0.09407 0.00010
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 42.90048 43.02289 42.95670 43.79127 43.05984 43.19780
Peak Runoff Rate (cms). 0.74963 0.00095 0.52899 0.00003 0.09407 0.00010
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) 42.90048 41.78264 42.95670 42.18110 43.05984 42.10066
Peak Runoff Rate (cms). 0.74963 0.53349 0.52899 0.03293 0.09407 0.09016
Unit Runoff (mm/hr).... 160.07044 114.59016 176.16844 199.22636 200.87638 181.83187
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........... N63#1 N63#2 N64#1 N64#2 N66#1 N66#2
Area (hectares)........ 0.42001 0.43001 0.74002 0.75002 1.20003 1.19003
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 43.00000 43.00000 43.00000 43.00000 43.00000 43.00000
Max Intensity (mm/hr).. 201.24000 201.24000 201.24000 201.24000 201.24000 201.24000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 42.08640 0.00000 42.02275 0.00000 42.00132
Total Losses (mm)...... 0.00000 0.85554 0.00000 0.86503 0.00000 0.86712
Remaining Depth (mm)... 0.00000 0.05806 0.00000 0.11223 0.00000 0.13156
Peak Runoff Rate (cms). 0.00000 0.21029 0.00000 0.32814 0.00000 0.50245
Total Impervious Area
---------------------
Total Runoff Depth (mm) 43.02521 43.17184 42.98564 43.13388 42.97919 43.11252
Peak Runoff Rate (cms). 0.22645 0.00025 0.37721 0.00043 0.60520 0.00067
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 43.02521 43.17184 42.98564 43.13388 42.97919 43.11252
Peak Runoff Rate (cms). 0.22645 0.00025 0.37721 0.00043 0.60520 0.00067
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) 43.02521 42.08749 42.98564 42.02386 42.97919 42.00243
Peak Runoff Rate (cms). 0.22645 0.21054 0.37721 0.32856 0.60520 0.50313
Unit Runoff (mm/hr).... 195.71651 177.73326 185.04010 159.02563 183.07556 153.47657
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
1
250.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
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| |
| |
200.000 = ################## =
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
150.000 = # # =
| ################# # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
| # # |
100.000 = # # =
| # # |
################## # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
50.000 # # =
# ################## |
# # |
# ################# |
# # |
# # |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| 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....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
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Full text of sections 2 to 4 (of 6)
Section 2
N : 0.150 to Station 5.2 Max Topwidth : 13.62 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.43E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 1.44 m^2
Max right bank area : 3.48 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.05 m^2
Natural Cross-Section information for Channel L5
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 10.0 meters. Maximum Elevation : 100.98 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.00 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.150 to Station 6.0 Max Topwidth : 15.64 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.63E+01 m
" " : 0.150 Beyond Station 13.9 Max left bank area : 2.88 m^2
Max right bank area : 0.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 12.20 m^2
Natural Cross-Section information for Channel L6
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.2 meters. Maximum Elevation : 100.67 meters.
Main Channel Length : 10.2 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.2 meters. Maximum Section Area : 17.13 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.075 to Station 9.5 Max Topwidth : 17.63 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.81E+01 m
" " : 0.050 Beyond Station 14.0 Max left bank area : 5.82 m^2
Max right bank area : 3.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.70 m^2
Natural Cross-Section information for Channel L7
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 10.5 meters. Maximum Elevation : 100.57 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 28.49 m^2.
Maximum hydraulic radius : 1.26 meters.
Manning N : 0.100 to Station 5.9 Max Topwidth : 22.07 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.27E+01 m
" " : 0.050 Beyond Station 17.0 Max left bank area : 2.52 m^2
Max right bank area : 4.76 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.20 m^2
Natural Cross-Section information for Channel L8
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.99 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 31.45 m^2.
Maximum hydraulic radius : 1.34 meters.
Manning N : 0.100 to Station 6.9 Max Topwidth : 22.84 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.34E+01 m
" " : 0.050 Beyond Station 25.3 Max left bank area : 0.80 m^2
Max right bank area : 0.84 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 29.81 m^2
Natural Cross-Section information for Channel L9
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.75 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.63 m^2.
Maximum hydraulic radius : 0.58 meters.
Manning N : 0.100 to Station 19.3 Max Topwidth : 31.87 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 3.20E+01 m
" " : 0.050 Beyond Station 29.7 Max left bank area : 10.56 m^2
Max right bank area : 0.85 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.22 m^2
Natural Cross-Section information for Channel L10
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.30 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 34.08 m^2.
Maximum hydraulic radius : 1.21 meters.
Manning N : 0.100 to Station 12.5 Max Topwidth : 27.76 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.82E+01 m
" " : 0.100 Beyond Station 19.7 Max left bank area : 7.97 m^2
Max right bank area : 11.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.40 m^2
Natural Cross-Section information for Channel L11
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.40 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 24.31 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.100 to Station 9.4 Max Topwidth : 23.40 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 18.3 Max left bank area : 4.50 m^2
Max right bank area : 5.17 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.64 m^2
Natural Cross-Section information for Channel L12
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.30 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 27.23 m^2.
Maximum hydraulic radius : 1.20 meters.
Manning N : 0.100 to Station 9.0 Max Topwidth : 22.04 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.26E+01 m
" " : 0.050 Beyond Station 20.5 Max left bank area : 3.20 m^2
Max right bank area : 2.75 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.27 m^2
Natural Cross-Section information for Channel L13
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 17.5 meters. Maximum Elevation : 97.98 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.75 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 25.57 m^2.
Maximum hydraulic radius : 0.74 meters.
Manning N : 0.100 to Station 7.9 Max Topwidth : 33.67 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 3.44E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 3.36 m^2
Max right bank area : 3.87 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.34 m^2
Natural Cross-Section information for Channel L14
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 97.89 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 13.80 m^2.
Maximum hydraulic radius : 0.51 meters.
Manning N : 0.075 to Station 4.4 Max Topwidth : 26.90 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 6.4 Max left bank area : 0.47 m^2
Max right bank area : 12.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.17 m^2
Natural Cross-Section information for Channel L15
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 13.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 13.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 13.0 meters. Maximum Section Area : 22.93 m^2.
Maximum hydraulic radius : 0.99 meters.
Manning N : 0.150 to Station 6.5 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.31E+01 m
" " : 0.150 Beyond Station 13.0 Max left bank area : 6.03 m^2
Max right bank area : 7.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.65 m^2
Natural Cross-Section information for Channel L24
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 20.0 meters. Maximum Elevation : 95.89 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.14 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.150 to Station 5.6 Max Topwidth : 18.86 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.97E+01 m
" " : 0.150 Beyond Station 17.6 Max left bank area : 4.14 m^2
Max right bank area : 1.42 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.58 m^2
Natural Cross-Section information for Channel L25
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 16.0 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 33.70 m^2.
Maximum hydraulic radius : 1.56 meters.
Manning N : 0.150 to Station 4.7 Max Topwidth : 20.62 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.16E+01 m
" " : 0.150 Beyond Station 12.6 Max left bank area : 5.47 m^2
Max right bank area : 9.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.45 m^2
Natural Cross-Section information for Channel L26
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 15.0 meters. Maximum Elevation : 95.80 meters.
Main Channel Length : 15.0 meters. Maximum depth : 3.00 meters.
Right Overbank Length : 15.0 meters. Maximum Section Area : 32.14 m^2.
Maximum hydraulic radius : 1.74 meters.
Manning N : 0.150 to Station 5.2 Max Topwidth : 16.49 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.85E+01 m
" " : 0.150 Beyond Station 15.0 Max left bank area : 4.31 m^2
Max right bank area : 2.97 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 24.86 m^2
Natural Cross-Section information for Channel L27
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.5 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 14.5 meters. Maximum depth : 3.50 meters.
Right Overbank Length : 14.5 meters. Maximum Section Area : 59.54 m^2.
Maximum hydraulic radius : 1.93 meters.
Manning N : 0.150 to Station 10.3 Max Topwidth : 28.97 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.09E+01 m
" " : 0.150 Beyond Station 18.8 Max left bank area : 10.14 m^2
Max right bank area : 23.29 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 26.10 m^2
Natural Cross-Section information for Channel L28
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 134.0 meters. Maximum Elevation : 120.20 meters.
Main Channel Length : 134.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 134.0 meters. Maximum Section Area : 59.24 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 54.40 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.46E+01 m
" " : 0.100 Beyond Station 50.0 Max left bank area : 7.20 m^2
Max right bank area : 7.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.80 m^2
Natural Cross-Section information for Channel L29
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 158.0 meters. Maximum Elevation : 110.70 meters.
Main Channel Length : 158.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 158.0 meters. Maximum Section Area : 50.05 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 50.70 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.09E+01 m
" " : 0.100 Beyond Station 48.0 Max left bank area : 2.94 m^2
Max right bank area : 2.21 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.90 m^2
Natural Cross-Section information for Channel L30
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 150.0 meters. Maximum Elevation : 102.10 meters.
Main Channel Length : 150.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 150.0 meters. Maximum Section Area : 48.61 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 42.75 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.32E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 6.05 m^2
Max right bank area : 1.51 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 41.05 m^2
Natural Cross-Section information for Channel L31
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 89.0 meters. Maximum Elevation : 97.00 meters.
Main Channel Length : 89.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 89.0 meters. Maximum Section Area : 44.72 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 41.50 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.19E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 5.00 m^2
Max right bank area : 1.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.47 m^2
Natural Cross-Section information for Channel L32
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 21.0 meters. Maximum Elevation : 95.70 meters.
Main Channel Length : 21.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 21.0 meters. Maximum Section Area : 10.12 m^2.
Maximum hydraulic radius : 0.59 meters.
Manning N : 0.125 to Station 9.3 Max Topwidth : 16.73 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.125 Beyond Station 15.5 Max left bank area : 2.68 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.82 m^2
Natural Cross-Section information for Channel L33
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 10.0 meters. Maximum Elevation : 98.41 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.90 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.46 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.150 to Station 11.8 Max Topwidth : 34.05 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.46E+01 m
" " : 0.150 Beyond Station 16.8 Max left bank area : 6.19 m^2
Max right bank area : 6.37 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.90 m^2
Natural Cross-Section information for Channel L34
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 17.5 meters. Maximum Elevation : 96.05 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 35.88 m^2.
Maximum hydraulic radius : 1.40 meters.
Manning N : 0.125 to Station 4.0 Max Topwidth : 24.90 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 2.56E+01 m
" " : 0.125 Beyond Station 20.5 Max left bank area : 3.49 m^2
Max right bank area : 4.65 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 27.74 m^2
Natural Cross-Section information for Channel L35
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 21.5 meters. Maximum Elevation : 95.93 meters.
Main Channel Length : 21.5 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 21.5 meters. Maximum Section Area : 63.01 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.125 to Station 9.0 Max Topwidth : 37.44 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.82E+01 m
" " : 0.125 Beyond Station 29.4 Max left bank area : 9.39 m^2
Max right bank area : 8.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.38 m^2
Natural Cross-Section information for Channel L36
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 18.0 meters. Maximum Elevation : 96.15 meters.
Main Channel Length : 18.0 meters. Maximum depth : 3.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 83.85 m^2.
Maximum hydraulic radius : 2.18 meters.
Manning N : 0.125 to Station 5.7 Max Topwidth : 37.26 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.85E+01 m
" " : 0.125 Beyond Station 27.9 Max left bank area : 8.03 m^2
Max right bank area : 13.14 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 62.69 m^2
Natural Cross-Section information for Channel W2637
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 95.72 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 33.22 m^2.
Maximum hydraulic radius : 1.37 meters.
Manning N : 0.100 to Station 9.3 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.42E+01 m
" " : 0.100 Beyond Station 13.2 Max left bank area : 9.20 m^2
Max right bank area : 16.38 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.64 m^2
Natural Cross-Section information for Channel L37
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 23.5 meters. Maximum Elevation : 95.83 meters.
Main Channel Length : 23.5 meters. Maximum depth : 3.60 meters.
Right Overbank Length : 23.5 meters. Maximum Section Area : 64.56 m^2.
Maximum hydraulic radius : 2.08 meters.
Manning N : 0.150 to Station 7.2 Max Topwidth : 29.14 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.10E+01 m
" " : 0.150 Beyond Station 18.1 Max left bank area : 15.49 m^2
Max right bank area : 14.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 34.81 m^2
Natural Cross-Section information for Channel L38
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 14.0 meters. Maximum Elevation : 94.05 meters.
Main Channel Length : 14.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 23.65 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.150 to Station 25.5 Max Topwidth : 22.36 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.28E+01 m
" " : 0.150 Beyond Station 34.8 Max left bank area : 7.14 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.61 m^2
Natural Cross-Section information for Channel L39
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 10.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 4.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 102.10 m^2.
Maximum hydraulic radius : 1.89 meters.
Manning N : 0.150 to Station 21.0 Max Topwidth : 53.20 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.40E+01 m
" " : 0.150 Beyond Station 35.5 Max left bank area : 31.77 m^2
Max right bank area : 18.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 52.07 m^2
Natural Cross-Section information for Channel L41
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 54.5 meters. Maximum Elevation : 93.53 meters.
Main Channel Length : 54.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 54.5 meters. Maximum Section Area : 27.51 m^2.
Maximum hydraulic radius : 1.05 meters.
Manning N : 0.150 to Station 22.2 Max Topwidth : 25.25 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.62E+01 m
" " : 0.150 Beyond Station 34.5 Max left bank area : 4.58 m^2
Max right bank area : 2.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.54 m^2
Natural Cross-Section information for Channel 4243
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 93.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 38.48 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.150 to Station 29.5 Max Topwidth : 37.34 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 3.77E+01 m
" " : 0.150 Beyond Station 36.0 Max left bank area : 19.72 m^2
Max right bank area : 7.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.38 m^2
Natural Cross-Section information for Channel 4344
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 50.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 36.14 m^2.
Maximum hydraulic radius : 1.12 meters.
Manning N : 0.100 to Station 30.0 Max Topwidth : 31.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 3.23E+01 m
" " : 0.150 Beyond Station 35.4 Max left bank area : 21.11 m^2
Max right bank area : 5.31 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.72 m^2
Natural Cross-Section information for Channel 6869
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 20.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 68.81 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.050 to Station 22.8 Max Topwidth : 63.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 6.37E+01 m
" " : 0.050 Beyond Station 41.8 Max left bank area : 7.78 m^2
Max right bank area : 22.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.29 m^2
Natural Cross-Section information for Channel 4445
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 33.0 meters. Maximum Elevation : 92.54 meters.
Main Channel Length : 33.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 45.62 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.080 to Station 4.6 Max Topwidth : 26.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 2.76E+01 m
" " : 0.100 Beyond Station 34.4 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 : 45.62 m^2
Natural Cross-Section information for Channel 4546
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 25.0 meters. Maximum Elevation : 91.88 meters.
Main Channel Length : 25.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 31.80 m^2.
Maximum hydraulic radius : 1.42 meters.
Manning N : 0.080 to Station 20.4 Max Topwidth : 21.43 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.24E+01 m
" " : 0.080 Beyond Station 24.1 Max left bank area : 21.27 m^2
Max right bank area : 2.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.00 m^2
Natural Cross-Section information for Channel 4647
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.21 m^2.
Maximum hydraulic radius : 1.28 meters.
Manning N : 0.080 to Station 11.2 Max Topwidth : 19.45 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.05E+01 m
" " : 0.080 Beyond Station 19.6 Max left bank area : 3.07 m^2
Max right bank area : 5.09 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.06 m^2
Natural Cross-Section information for Channel 4754
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 31.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 31.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 31.0 meters. Maximum Section Area : 43.02 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 21.5 Max Topwidth : 31.99 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.24E+01 m
" " : 0.050 Beyond Station 30.0 Max left bank area : 11.29 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.94 m^2
Natural Cross-Section information for Channel 4849
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 12.0 meters. Maximum Elevation : 92.61 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 29.93 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.060 to Station 21.7 Max Topwidth : 31.21 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.15E+01 m
" " : 0.060 Beyond Station 30.0 Max left bank area : 6.62 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.20 m^2
Natural Cross-Section information for Channel 4950
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 6.0 meters. Maximum Elevation : 92.78 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.36 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 39.73 m^2.
Maximum hydraulic radius : 0.94 meters.
Manning N : 0.050 to Station 18.0 Max Topwidth : 41.60 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 4.21E+01 m
" " : 0.050 Beyond Station 23.7 Max left bank area : 11.98 m^2
Max right bank area : 14.52 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.22 m^2
Natural Cross-Section information for Channel 5051
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 19.0 meters. Maximum Elevation : 92.23 meters.
Main Channel Length : 19.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 19.0 meters. Maximum Section Area : 27.18 m^2.
Maximum hydraulic radius : 1.15 meters.
Manning N : 0.050 to Station 16.8 Max Topwidth : 23.25 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 25.0 Max left bank area : 5.64 m^2
Max right bank area : 6.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.29 m^2
Natural Cross-Section information for Channel 5152
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.98 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 26.89 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.050 to Station 15.6 Max Topwidth : 24.63 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.51E+01 m
" " : 0.050 Beyond Station 19.6 Max left bank area : 7.85 m^2
Max right bank area : 11.08 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.96 m^2
Natural Cross-Section information for Channel 5253
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.71 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 25.21 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.060 to Station 11.6 Max Topwidth : 25.39 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.58E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 5.11 m^2
Max right bank area : 8.23 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.87 m^2
Natural Cross-Section information for Channel 5354
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 29.0 meters. Maximum Elevation : 91.85 meters.
Main Channel Length : 29.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 29.0 meters. Maximum Section Area : 71.49 m^2.
Maximum hydraulic radius : 1.96 meters.
Manning N : 0.050 to Station 10.2 Max Topwidth : 34.55 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.65E+01 m
" " : 0.050 Beyond Station 30.3 Max left bank area : 13.94 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 49.45 m^2
Natural Cross-Section information for Channel 5462
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 12.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5657
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 6.0 meters. Maximum Elevation : 99.93 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 11.80 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 29.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 3.06E+01 m
" " : 0.020 Beyond Station 29.9 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 : 11.77 m^2
Natural Cross-Section information for Channel 5758
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 50.0 meters. Maximum Elevation : 96.33 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 8.48 m^2.
Maximum hydraulic radius : 0.44 meters.
Manning N : 0.035 to Station 5.0 Max Topwidth : 19.25 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.94E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 0.52 m^2
Max right bank area : 0.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.42 m^2
Natural Cross-Section information for Channel 5859
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 18.0 meters. Maximum Elevation : 93.06 meters.
Main Channel Length : 18.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 8.33 m^2.
Maximum hydraulic radius : 0.50 meters.
Manning N : 0.080 to Station 6.1 Max Topwidth : 16.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 1.66E+01 m
" " : 0.080 Beyond Station 13.9 Max left bank area : 1.18 m^2
Max right bank area : 0.46 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.69 m^2
Natural Cross-Section information for Channel 5960
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 17.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 17.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 17.0 meters. Maximum Section Area : 10.75 m^2.
Maximum hydraulic radius : 0.70 meters.
Manning N : 0.060 to Station 8.1 Max Topwidth : 15.19 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.54E+01 m
" " : 0.060 Beyond Station 16.0 Max left bank area : 2.03 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.48 m^2
Natural Cross-Section information for Channel 6061
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 17.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 17.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 17.0 meters. Maximum Section Area : 16.68 m^2.
Maximum hydraulic radius : 0.72 meters.
Manning N : 0.050 to Station 14.6 Max Topwidth : 22.60 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.32E+01 m
" " : 0.050 Beyond Station 26.5 Max left bank area : 1.86 m^2
Max right bank area : 3.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.29 m^2
Natural Cross-Section information for Channel 6162
=====================================================
Cross-Section ID (from X1 card) : 53.0 Channel sequence number : 53
Left Overbank Length : 30.0 meters. Maximum Elevation : 91.94 meters.
Main Channel Length : 30.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 17.83 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.100 to Station 8.0 Max Topwidth : 15.09 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.100 Beyond Station 11.3 Max left bank area : 9.45 m^2
Max right bank area : 3.19 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.20 m^2
Natural Cross-Section information for Channel 6465
=====================================================
Cross-Section ID (from X1 card) : 54.0 Channel sequence number : 54
Left Overbank Length : 32.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 32.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 32.0 meters. Maximum Section Area : 36.81 m^2.
Maximum hydraulic radius : 0.91 meters.
Manning N : 0.050 to Station 29.2 Max Topwidth : 39.74 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 4.06E+01 m
" " : 0.050 Beyond Station 42.4 Max left bank area : 7.10 m^2
Max right bank area : 5.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.97 m^2
Natural Cross-Section information for Channel 6566
=====================================================
Cross-Section ID (from X1 card) : 55.0 Channel sequence number : 55
Left Overbank Length : 35.0 meters. Maximum Elevation : 90.35 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 33.29 m^2.
Maximum hydraulic radius : 1.19 meters.
Manning N : 0.060 to Station 4.6 Max Topwidth : 26.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.060 Beyond Station 16.8 Max left bank area : 0.84 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 19.66 m^2
Natural Cross-Section information for Channel 6667
=====================================================
Cross-Section ID (from X1 card) : 56.0 Channel sequence number : 56
Left Overbank Length : 50.0 meters. Maximum Elevation : 90.01 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 63.57 m^2.
Maximum hydraulic radius : 1.27 meters.
Manning N : 0.100 to Station 24.2 Max Topwidth : 49.51 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.01E+01 m
" " : 0.100 Beyond Station 33.2 Max left bank area : 30.90 m^2
Max right bank area : 13.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.76 m^2
Natural Cross-Section information for Channel L595
=====================================================
Cross-Section ID (from X1 card) : 57.0 Channel sequence number : 57
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5556ova
=====================================================
Cross-Section ID (from X1 card) : 58.0 Channel sequence number : 58
Left Overbank Length : 16.0 meters. Maximum Elevation : 100.16 meters.
Main Channel Length : 16.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 2.16 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.37E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.47 m^2
Natural Cross-Section information for Channel 5663ova
=====================================================
Cross-Section ID (from X1 card) : 59.0 Channel sequence number : 59
Left Overbank Length : 83.0 meters. Maximum Elevation : 99.86 meters.
Main Channel Length : 83.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 83.0 meters. Maximum Section Area : 2.35 m^2.
Maximum hydraulic radius : 0.31 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.47E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.65 m^2
Natural Cross-Section information for Channel 6364ova
=====================================================
Cross-Section ID (from X1 card) : 60.0 Channel sequence number : 60
Left Overbank Length : 110.0 meters. Maximum Elevation : 91.50 meters.
Main Channel Length : 110.0 meters. Maximum depth : 1.80 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 17.80 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 0.1 Max Topwidth : 9.98 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.34E+01 m
" " : 0.050 Beyond Station 9.9 Max left bank area : 0.08 m^2
Max right bank area : 0.08 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.64 m^2
Natural Cross-Section information for Channel 6264ova
=====================================================
Cross-Section ID (from X1 card) : 61.0 Channel sequence number : 61
Left Overbank Length : 10.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 32.95 m^2.
Maximum hydraulic radius : 0.54 meters.
Manning N : 0.020 to Station 44.6 Max Topwidth : 60.87 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 6.09E+01 m
" " : 0.020 Beyond Station 55.0 Max left bank area : 17.69 m^2
Max right bank area : 7.05 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.22 m^2
Natural Cross-Section information for Channel 6768ova
=====================================================
Cross-Section ID (from X1 card) : 62.0 Channel sequence number : 62
Left Overbank Length : 0.0 meters. Maximum Elevation : 90.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.60 meters.
Right Overbank Length : 0.0 meters. Maximum Section Area : 18.36 m^2.
Maximum hydraulic radius : 0.40 meters.
Manning N : 0.020 to Station 31.1 Max Topwidth : 45.35 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 4.54E+01 m
" " : 0.020 Beyond Station 41.8 Max left bank area : 5.22 m^2
Max right bank area : 6.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.37 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 L1 10.5000 Natural 12.7946 0.1500 15.5720 2.0000
2 L2 11.0000 Natural 14.7632 0.1500 16.1400 2.0000
3 L3 16.0000 Natural 15.5500 0.1500 19.3000 2.0000
4 L4 16.0000 Natural 13.9661 0.1500 13.6217 2.0000
5 L5 10.0000 Natural 15.9956 0.1500 15.6420 2.0000
6 L6 10.2000 Natural 17.1346 0.0350 17.6300 2.0000
7 L7 10.5000 Natural 28.4866 0.0350 22.0740 2.5000
8 L8 10.0000 Natural 31.4508 0.0350 22.8400 2.5000
9 L9 10.0000 Natural 18.6335 0.0750 31.8692 0.7500
10 L10 10.0000 Natural 34.0840 0.0750 27.7600 2.0000
11 L11 16.5000 Natural 24.3130 0.0350 23.4000 2.0000
12 L12 16.5000 Natural 27.2300 0.0350 22.0400 2.5000
13 L13 17.5000 Natural 25.5693 0.0350 33.6725 2.7500
14 L14 10.0000 Natural 13.8030 0.0750 26.8997 0.8000
15 L15 13.0000 Natural 22.9295 0.1000 22.8000 1.5000
16 L24 20.0000 Natural 26.1403 0.1000 18.8590 2.0000
17 L25 16.0000 Natural 33.6984 0.1000 20.6240 2.5000
18 L26 15.0000 Natural 32.1404 0.1000 16.4864 3.0000
19 L27 14.5000 Natural 59.5391 0.0500 28.9672 3.5000
20 L28 134.0000 Natural 59.2400 0.1000 54.4000 2.0000
21 L29 158.0000 Natural 50.0450 0.1000 50.7000 2.0000
22 L30 150.0000 Natural 48.6125 0.1000 42.7500 2.0000
23 L31 89.0000 Natural 44.7250 0.1000 41.5000 2.0000
24 L32 21.0000 Natural 10.1161 0.1250 16.7273 1.5000
25 L33 10.0000 Natural 16.4626 0.1500 34.0539 0.9000
26 L34 17.5000 Natural 35.8755 0.1250 24.9000 2.0000
27 L35 21.5000 Natural 63.0121 0.1250 37.4400 2.8000
28 L36 18.0000 Natural 83.8531 0.0450 37.2584 3.4000
29 W2637 10.0000 Natural 33.2189 0.1000 22.8010 2.0000
30 L37 23.5000 Natural 64.5551 0.0450 29.1404 3.6000
31 L38 14.0000 Natural 23.6525 0.0450 22.3600 2.0000
32 L39 10.0000 Natural 102.1000 0.1000 53.2000 4.0000
33 L41 54.5000 Natural 27.5142 0.1000 25.2470 2.0000
34 4243 60.0000 Natural 38.4834 0.0800 37.3371 2.0000
35 4344 50.0000 Natural 36.1351 0.0700 31.8345 2.0000
36 6869 20.0000 Natural 68.8075 0.1500 63.3000 2.8000
37 4445 33.0000 Natural 45.6166 0.0700 26.8298 2.5000
38 4546 25.0000 Natural 31.8041 0.0500 21.4302 2.5000
39 4647 20.0000 Natural 26.2146 0.0500 19.4487 2.5000
40 4754 31.0000 Natural 43.0242 0.0500 31.9892 2.5000
41 4849 12.0000 Natural 29.9272 0.0500 31.2122 2.0000
42 4950 6.0000 Natural 39.7265 0.0500 41.6000 2.3600
43 5051 19.0000 Natural 27.1813 0.0500 23.2480 2.0000
44 5152 6.0000 Natural 26.8927 0.0500 24.6301 2.0000
45 5253 20.0000 Natural 25.2124 0.0500 25.3870 2.0000
46 5354 29.0000 Natural 71.4872 0.0500 34.5500 2.5000
47 5462 12.0000 Natural 80.9524 0.0800 54.8133 2.5000
48 5657 6.0000 Natural 11.8046 0.0200 29.9699 0.4000
49 5758 50.0000 Natural 8.4766 0.0350 19.2488 0.5000
50 5859 18.0000 Natural 8.3270 0.0600 16.3043 1.0000
51 5960 17.0000 Natural 10.7492 0.0500 15.1869 1.0000
52 6061 17.0000 Natural 16.6826 0.0500 22.6016 1.0000
53 6162 30.0000 Natural 17.8324 0.0500 15.0872 2.0000
54 6465 32.0000 Natural 36.8073 0.0500 39.7362 2.4000
55 6566 35.0000 Natural 33.2935 0.0600 26.3003 2.4000
56 6667 50.0000 Natural 63.5716 0.0800 49.5077 2.4000
57 L595 6.0000 Natural 80.9524 0.0800 54.8133 2.5000
58 5556ova 16.0000 Natural 2.1643 0.0200 7.0117 0.5000
59 5556unda 16.0000 Circular 0.1104 0.0140 0.3750 0.3750
60 5663ova 83.0000 Natural 2.3506 0.0200 7.0119 0.5000
61 5663und 83.0000 Circular 0.1104 0.0140 0.3750 0.3750
62 6364ova 110.0000 Natural 17.8020 0.0500 9.9800 1.8000
63 6364und 110.0000 Circular 0.1590 0.0140 0.4500 0.4500
64 6264ova 10.0000 Natural 32.9482 0.0200 60.8685 0.8000
65 6264und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
66 6768ova 10.0000 Natural 18.3644 0.0200 45.3522 0.6000
67 6768und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
Total length of all conduits .... 2044.2000 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
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5556unda 1.0000 0.0000 0.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5663und 1.0000 0.5000 1.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6364und 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6264und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6768und 2.0000 0.5000 1.0000 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
--------------- ---------
L1 1.35 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L2 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L3 0.88
L4 0.99
L5 1.58 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L6 1.51 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L7 1.69 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L8 1.84 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L9 1.20 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L10 1.73 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L11 0.97
L12 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L13 0.78
L14 1.12 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L15 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L24 0.92
L25 1.25 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L26 1.46 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L27 1.55 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L28 0.12
L29 0.10
L30 0.11
L31 0.18
L32 0.58
L33 1.09 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L34 1.07 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L35 0.94
L36 1.30 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
W2637 1.89 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L37 0.99
L38 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L39 2.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L41 0.30
4243 0.26
4344 0.33
6869 0.82
4445 0.62
4546 0.76
4647 0.91
4754 0.59
4849 1.28 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950 2.55 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5051 0.89
5152 2.73 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5253 0.78
5354 0.78
5462 1.59 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5657 1.64 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5758 0.21
5859 0.62
5960 0.77
6061 0.79
6162 0.57
6465 0.47
6566 0.50
6667 0.35
L595 3.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5556ova 0.54
5556unda 0.60
5663ova 0.11
5663und 0.12
6364ova 0.19
6364und 0.10
6264ova 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6264und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6768ova 1.00
6768und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 6.6948E+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 #...L39 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 N1 110.0000 104.8300 102.8300 0.0000 0.0100 100.0000
2 N2 110.0000 103.7100 101.7100 0.0000 0.0100 100.0000
3 N3 110.0000 102.3800 100.3800 0.0000 0.0100 100.0000
4 N4 110.0000 101.4600 99.4600 0.0000 0.0100 100.0000
5 N5 110.0000 101.0400 99.0400 0.0000 0.1950 100.0000
6 N6 110.0000 100.8600 98.8600 0.0000 0.3740 100.0000
7 N7 110.0000 100.8300 98.3300 0.0000 0.9030 100.0000
8 N8 110.0000 100.3000 97.8000 0.0000 1.4320 100.0000
9 N9 110.0000 99.9700 97.3700 0.0000 1.8610 100.0000
10 N10 110.0000 100.7000 97.0000 0.0000 1.7100 100.0000
11 N11 110.0000 98.7000 96.7000 0.0000 0.4440 100.0000
12 N12 110.0000 98.6000 96.1000 0.0000 1.0430 100.0000
13 N13 110.0000 98.2500 95.5000 0.0000 1.6420 100.0000
14 N14 110.0000 97.9400 94.9500 0.0000 2.1910 100.0000
15 N15 110.0000 97.9300 94.4600 0.0000 0.0100 100.0000
16 N24 110.0000 96.0300 94.0300 0.0000 0.0100 100.0000
17 N25 110.0000 96.0900 93.5900 0.0000 0.0100 100.0000
18 N26 110.0000 95.8500 92.8500 0.0000 0.0100 100.0000
19 N27 110.0000 96.2400 92.7400 0.0000 0.0100 100.0000
20 N28 130.0000 122.5000 120.5000 0.0000 0.0100 100.0000
21 N29 120.0000 115.5000 113.5000 0.0000 0.0100 100.0000
22 N30 110.0000 107.5000 105.5000 0.0000 0.0100 100.0000
23 N31 110.0000 99.5000 97.5000 0.0000 0.0100 100.0000
24 N32 110.0000 96.8000 94.8000 0.0000 0.0100 100.0000
25 N33 110.0000 98.4100 97.5100 0.0000 0.0100 100.0000
26 N34 110.0000 98.0200 94.0700 0.0000 0.0100 100.0000
27 N35 110.0000 96.7700 93.9700 0.0000 0.0100 100.0000
28 N36 110.0000 96.3800 92.9800 0.0000 0.0100 100.0000
29 N37 110.0000 95.9100 92.3100 0.0000 0.0100 100.0000
30 N38 110.0000 95.6000 92.0000 0.0000 0.2100 100.0000
31 N39 110.0000 95.9800 91.9800 0.0000 0.2200 100.0000
32 N41 110.0000 96.1800 91.8800 0.0000 0.3100 100.0000
33 N42 110.0000 93.4800 91.4800 0.0000 0.0000 100.0000
34 N43 110.0000 92.6500 90.6500 0.0000 0.0000 100.0000
35 N44 110.0000 92.5000 90.0000 0.0000 0.0000 100.0000
36 N45 110.0000 92.2000 89.7000 0.0000 0.0000 100.0000
37 N69 110.0000 90.4800 87.6800 0.0000 0.0000 100.0000
38 N46 110.0000 91.8400 89.3400 0.0000 0.0000 100.0000
39 N47 100.0000 91.8200 89.3200 0.0000 0.0000 100.0000
40 N48 99.0000 92.5800 90.5800 0.0000 0.0000 100.0000
41 N49 99.0000 92.7700 90.4100 0.0000 0.0000 100.0000
42 N50 99.0000 92.6900 90.3300 0.0000 0.0000 100.0000
43 N51 99.0000 92.0700 90.0700 0.0000 0.0000 100.0000
44 N52 99.0000 91.9300 89.9300 0.0000 0.0000 100.0000
45 N53 99.0000 92.0300 89.5300 0.0000 0.0000 100.0000
46 N54 99.0000 91.7600 89.1800 0.0000 0.0000 100.0000
47 N55 110.0000 100.3500 98.9200 0.0000 0.0000 100.0000
48 N56 110.0000 99.9300 98.4000 0.0000 0.0000 100.0000
49 N57 110.0000 99.7300 99.2300 0.0000 0.0000 100.0000
50 N58 99.0000 93.4400 92.4400 0.0000 0.0000 100.0000
51 N59 99.0000 92.6000 91.6000 0.0000 0.0000 100.0000
52 N60 99.0000 92.1600 91.1600 0.0000 0.0000 100.0000
53 N61 99.0000 92.5000 90.5000 0.0000 0.0000 100.0000
54 N62 99.0000 91.4200 88.9200 0.0000 0.0000 100.0000
55 N63 99.0000 98.8000 95.7500 0.0000 0.0000 100.0000
56 N64 99.0000 91.7000 88.6300 0.0000 0.0000 100.0000
57 N65 99.0000 90.4800 88.0800 0.0000 0.0000 100.0000
58 N66 99.0000 90.1800 87.7800 0.0000 0.0000 100.0000
59 N67 99.0000 90.0100 87.6100 0.0000 0.0000 100.0000
60 N68 99.0000 90.6400 87.8400 0.0000 0.0000 100.0000
61 D1 110.0000 91.6800 88.7500 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 N1 -258138.4400 158442.2000 No Ponding Normal 0 0.0000
2 N2 -257535.0400 158056.4000 No Ponding Normal 0 0.0000
3 N3 -256737.3050 157774.9000 No Ponding Normal 0 0.0000
4 N4 -255855.7450 157411.1000 No Ponding Normal 0 0.0000
5 N5 -255565.3300 156526.7000 No Ponding Normal 0 0.0000
6 N6 -254993.6350 155868.8500 No Ponding Normal 0 0.0000
7 N7 -254219.4500 155466.0000 No Ponding Normal 0 0.0000
8 N8 -253506.3100 155120.4000 No Ponding Normal 0 0.0000
9 N9 -253005.0350 154930.9000 No Ponding Normal 0 0.0000
10 N10 -252278.6200 155323.5000 No Ponding Normal 0 0.0000
11 N11 -252027.9150 154446.1000 No Ponding Normal 0 0.0000
12 N12 -251376.9400 153954.7000 No Ponding Normal 0 0.0000
13 N13 -250809.7400 153415.1000 No Ponding Normal 0 0.0000
14 N14 -250231.6100 153129.4000 No Ponding Normal 0 0.0000
15 N15 -249536.9500 152980.9000 No Ponding Normal 0 0.0000
16 N24 -248716.0200 152809.4000 No Ponding Normal 0 0.0000
17 N25 -248132.6250 153708.1500 No Ponding Normal 0 0.0000
18 N26 -247569.7300 153701.1000 No Ponding Normal 0 0.0000
19 N27 -246784.5300 154401.3000 No Ponding Normal 0 0.0000
20 N28 -257770.8350 147129.0000 No Ponding Normal 0 0.0000
21 N29 -256212.6250 149106.3000 No Ponding Normal 0 0.0000
22 N30 -253986.6250 149415.1000 No Ponding Normal 0 0.0000
23 N31 -251698.8200 149536.1000 No Ponding Normal 0 0.0000
24 N32 -249151.1100 149881.9000 No Ponding Normal 0 0.0000
25 N33 -248842.3350 151533.9000 No Ponding Normal 0 0.0000
26 N34 -248292.9300 150843.3000 No Ponding Normal 0 0.0000
27 N35 -247792.8000 151663.0000 No Ponding Normal 0 0.0000
28 N36 -247595.8100 152396.1000 No Ponding Normal 0 0.0000
29 N37 -247216.2250 153067.1000 No Ponding Normal 0 0.0000
30 N38 -246297.8400 153826.1500 No Ponding Normal 0 0.0000
31 N39 -245579.7100 153644.9000 No Ponding Normal 0 0.0000
32 N41 -244611.7300 153590.4000 No Ponding Normal 0 0.0000
33 N42 -243718.7000 153503.4500 No Ponding Normal 0 0.0000
34 N43 -242833.0250 153724.2000 No Ponding Normal 0 0.0000
35 N44 -241914.6000 153679.7000 No Ponding Normal 0 0.0000
36 N45 -241168.7250 154005.2000 No Ponding Normal 0 0.0000
37 N69 -231669.0050 158957.7000 No Ponding Normal 0 0.0000
38 N46 -240715.8350 154799.3000 No Ponding Normal 0 0.0000
39 N47 -239515.1400 155239.9000 No Ponding Normal 0 0.0000
40 N48 -241203.2450 151001.1000 No Ponding Normal 0 0.0000
41 N49 -240513.7400 151691.7000 No Ponding Normal 0 0.0000
42 N50 -239943.1250 152179.8000 No Ponding Normal 0 0.0000
43 N51 -239182.3050 152918.0000 No Ponding Normal 0 0.0000
44 N52 -238694.8500 153453.8500 No Ponding Normal 0 0.0000
45 N53 -238243.1250 154418.3000 No Ponding Normal 0 0.0000
46 N54 -238148.0200 155537.5000 No Ponding Normal 0 0.0000
47 N55 -242047.3200 160216.9000 No Ponding Normal 0 0.0000
48 N56 -241286.5000 160193.0000 No Ponding Normal 0 0.0000
49 N57 -240585.1000 159359.6000 No Ponding Normal 0 0.0000
50 N58 -240157.1150 158526.1000 No Ponding Normal 0 0.0000
51 N59 -239420.0350 158145.1000 No Ponding Normal 0 0.0000
52 N60 -238564.1150 157823.6000 No Ponding Normal 0 0.0000
53 N61 -237648.7200 157395.0000 No Ponding Normal 0 0.0000
54 N62 -236935.4300 155882.8000 No Ponding Normal 0 0.0000
55 N63 -237803.2450 160276.4000 No Ponding Normal 0 0.0000
56 N64 -235948.7200 156025.7000 No Ponding Normal 0 0.0000
57 N65 -234783.7050 156311.5000 No Ponding Normal 0 0.0000
58 N66 -233999.0450 156918.7000 No Ponding Normal 0 0.0000
59 N67 -233285.8050 158633.3000 No Ponding Normal 0 0.0000
60 N68 -232560.6150 158776.1500 No Ponding Normal 0 0.0000
61 D1 -236495.5500 155990.0000 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 L1 N1 N2 102.8300 101.7100 No Design
2 L2 N2 N3 101.7100 100.3800 No Design
3 L3 N3 N4 100.3800 99.4600 No Design
4 L4 N4 N5 99.4600 99.0400 No Design
5 L5 N5 N6 99.0400 98.8600 No Design
6 L6 N6 N7 98.8600 98.3300 No Design
7 L7 N7 N8 98.3300 97.8000 No Design
8 L8 N8 N9 97.8000 97.3700 No Design
9 L9 N9 N10 99.2200 99.2100 No Design
10 L10 N10 N11 98.7000 96.7000 No Design
11 L11 N11 N12 96.7000 96.1000 No Design
12 L12 N12 N13 96.1000 95.5000 No Design
13 L13 N13 N14 95.5000 94.9500 No Design
14 L14 N14 N15 97.1400 97.1300 No Design
15 L15 N15 N24 94.4600 94.0300 No Design
16 L24 N24 N25 94.0300 93.5900 No Design
17 L25 N25 N26 93.5900 92.8500 No Design
18 L26 N26 N27 92.8500 92.7400 No Design
19 L27 N27 N38 92.7400 92.0000 No Design
20 L28 N28 N29 120.5000 113.5000 No Design
21 L29 N29 N30 113.5000 105.5000 No Design
22 L30 N30 N31 105.5000 97.5000 No Design
23 L31 N31 N32 97.5000 94.8000 No Design
24 L32 N32 N34 94.8000 94.0700 No Design
25 L33 N33 N34 97.5100 97.1200 No Design
26 L34 N34 N35 94.0700 93.9700 No Design
27 L35 N35 N36 93.9700 92.9800 No Design
28 L36 N36 N37 92.9800 92.3100 No Design
29 W2637 N26 N37 93.7200 93.6200 No Design
30 L37 N37 N38 92.3100 92.0000 No Design
31 L38 N38 N39 92.0000 91.9800 No Design
32 L39 N41 N39 92.1800 91.9800 No Design
33 L41 N41 N42 91.8800 91.4800 No Design
34 4243 N42 N43 91.4800 90.6500 No Design
35 4344 N43 N44 90.6500 90.0000 No Design
36 6869 N68 N69 87.8400 87.6800 No Design
37 4445 N44 N45 90.0000 89.7000 No Design
38 4546 N45 N46 89.7000 89.3400 No Design
39 4647 N46 N47 89.3400 89.3200 No Design
40 4754 N47 N54 89.3200 89.1800 No Design
41 4849 N48 N49 90.5800 90.4100 No Design
42 4950 N49 N50 90.4100 90.3300 No Design
43 5051 N50 N51 90.3300 90.0700 No Design
44 5152 N51 N52 90.0700 89.9300 No Section 3
Design
45 5253 N52 N53 89.9300 89.5300 No Design
46 5354 N53 N54 89.5300 89.2600 No Design
47 5462 N54 N62 89.2600 88.9200 No Design
48 5657 N56 N57 99.5300 99.2300 No Design
49 5758 N57 N58 99.2300 92.4400 No Design
50 5859 N58 N59 92.4400 91.6000 No Design
51 5960 N59 N60 91.6000 91.1600 No Design
52 6061 N60 N61 91.1600 90.5000 No Design
53 6162 N61 N62 90.5000 88.9200 No Design
54 6465 N64 N65 88.6300 88.0800 No Design
55 6566 N65 N66 88.0800 87.7800 No Design
56 6667 N66 N67 87.7800 87.6100 No Design
57 L595 N62 D1 88.9200 88.7500 No Design
58 5556ova N55 N56 99.8500 99.4000 No Design
59 5556unda N55 N56 98.9200 98.4700 No Design
60 5663ova N56 N63 99.4000 98.0000 No Design
61 5663und N56 N63 98.4000 97.0000 No Design
62 6364ova N63 N64 97.0000 89.9000 No Design
63 6364und N63 N64 95.7500 88.6300 No Design
64 6264ova D1 N64 90.8800 90.8600 No Design
65 6264und D1 N64 88.7500 88.6300 No Design
66 6768ova N67 N68 89.4000 89.3800 No Design
67 6768und N67 N68 87.9600 87.8400 No Design
*==========================================*
| Storage Junction Data |
*==========================================*
MAXIMUM OR PEAK OR CROWN DEPTH
STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION STARTS
NUMBER OR NAME TYPE AREA (M2) (CUBIC MET.) (M) FROM
-------------- -------- ---------------- --------------- --------- -----------
N33 Stage/Area 1100.0000 967.7421 110.0000 Spill Crest
*==================================*
| Variable storage data for node |N33
*==================================*
Data Elevation Depth Area Volume
Point meters meters m^2 m^3
===== ========= ====== =========== ============
1 97.5100 0.0000 746.0000 0.0000
2 97.5713 0.0612 778.8750 46.6957
3 97.6325 0.1225 811.7500 95.4051
4 97.6938 0.1837 844.6250 146.1283
5 97.7550 0.2450 877.5000 198.8651
6 97.8163 0.3063 910.3750 253.6157
7 97.8775 0.3675 943.2500 310.3800
8 97.9387 0.4287 976.1250 369.1580
9 98.0000 0.4900 1009.0000 429.9497
10 98.0637 0.5537 1020.3750 494.6357
11 98.1275 0.6175 1031.7500 560.0468
12 98.1913 0.6813 1043.1250 626.1831
13 98.2550 0.7450 1054.5000 693.0446
14 98.3188 0.8087 1065.8750 760.6312
15 98.3825 0.8725 1077.2500 828.9430
16 98.4463 0.9363 1088.6250 897.9799
17 98.5100 1.0000 1100.0000 967.7421
18 110.0000 12.4900 1100.0000 967.7421
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N69 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N69 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:
CHURCH STREET, POMONA
EXISTING CASE
Title from immediately preceding computational layer
CHURCH STREET, POMONA
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.................... 27
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 101.56
#################################################
# Element numbers of interface inlet locations: #
#################################################
N55 N56 N58 N59 N61 N1 N4
N8 N13 N25 N28 N29 N30 N31
N32 N33 N36 N42 N44 N45 N47
N48 N50 N52 N63 N64 N66
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file 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
----------------- ---------- ----------
L1 23.7900 0.1067
L2 31.3792 0.1209
L3 21.1637 0.0575
L4 14.8201 0.0262
L5 14.1212 0.0180
L6 107.6004 0.0520
L7 212.9831 0.0505
L8 226.7844 0.0430
L9 5.4768 0.0010
L10 230.8083 0.2000
L11 134.5580 0.0364
L12 167.9513 0.0364
L13 106.1819 0.0314
L14 3.7006 0.0010
L15 41.4767 0.0331
L24 46.8109 0.0220
L25 97.5504 0.0463
L26 39.8090 0.0073
L27 416.5903 0.0510
L28 142.9406 0.0522
L29 111.2914 0.0506
L30 121.4510 0.0533
L31 81.3908 0.0303
L32 10.6189 0.0348
L33 13.2107 0.0390
L34 27.1462 0.0057
L35 151.1332 0.0460
L36 604.2278 0.0372
W2637 41.0450 0.0100
L37 268.7941 0.0132
L38 20.3679 0.0014
L39 220.6626 0.0200
L41 24.3580 0.0073
4243 57.3946 0.0138
4344 63.4676 0.0130
6869 43.1813 0.0080
4445 86.8567 0.0091
4546 96.3889 0.0144
4647 19.5453 0.0010
4754 69.8137 0.0045
4849 68.7768 0.0142
4950 88.3261 0.0133
5051 69.6722 0.0137
5152 86.0599 0.0233
5253 70.2593 0.0200
5354 215.9379 0.0093
5462 217.9611 0.0283
5657 69.9273 0.0500
5758 51.4571 0.1358
5859 18.9395 0.0467
5960 27.1929 0.0259
6061 52.8129 0.0388
6162 84.2671 0.0527
6465 90.4168 0.0172
6566 57.6108 0.0086
6667 54.3218 0.0034
L595 217.9611 0.0283
5556ova 8.0165 0.0281
5556unda 0.2730 0.0281
5663ova 7.0634 0.0169
5663und 0.2114 0.0169
6364ova 109.2892 0.0645
6364und 0.6735 0.0647
6264ova 48.9163 0.0020
6264und 3.2349 0.0133
6768ova 22.4678 0.0020
6768und 3.2349 0.0133
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.01 / 102.84 N2/ 0.01 / 101.72 N3/ 0.01 / 100.39
N4/ 0.01 / 99.47 N5/ 0.20 / 99.23 N6/ 0.37 / 99.23
N7/ 0.90 / 99.23 N8/ 1.43 / 99.23 N9/ 1.86 / 99.23
N10/ 1.71 / 98.71 N11/ 0.44 / 97.14 N12/ 1.04 / 97.14
N13/ 1.64 / 97.14 N14/ 2.19 / 97.14 N15/ 0.01 / 94.47
N24/ 0.01 / 94.04 N25/ 0.01 / 93.60 N26/ 0.01 / 92.86
N27/ 0.01 / 92.75 N28/ 0.01 / 120.51 N29/ 0.01 / 113.51
N30/ 0.01 / 105.51 N31/ 0.01 / 97.51 N32/ 0.01 / 94.81
N33/ 0.01 / 97.52 N34/ 0.01 / 94.08 N35/ 0.01 / 93.98
N36/ 0.01 / 92.99 N37/ 0.01 / 92.32 N38/ 0.21 / 92.21
N39/ 0.22 / 92.20 N41/ 0.31 / 92.19 N42/ 0.00 / 91.48
N43/ 0.00 / 90.65 N44/ 0.00 / 90.00 N45/ 0.00 / 89.70
N69/ 0.00 / 87.68 N46/ 0.00 / 89.34 N47/ 0.00 / 89.32
N48/ 0.00 / 90.58 N49/ 0.00 / 90.41 N50/ 0.00 / 90.33
N51/ 0.00 / 90.07 N52/ 0.00 / 89.93 N53/ 0.00 / 89.53
N54/ 0.00 / 89.18 N55/ 0.00 / 98.92 N56/ 0.00 / 98.40
N57/ 0.00 / 99.23 N58/ 0.00 / 92.44 N59/ 0.00 / 91.60
N60/ 0.00 / 91.16 N61/ 0.00 / 90.50 N62/ 0.00 / 88.92
N63/ 0.00 / 95.75 N64/ 0.00 / 88.63 N65/ 0.00 / 88.08
N66/ 0.00 / 87.78 N67/ 0.00 / 87.61 N68/ 0.00 / 87.84
D1/ 0.00 / 88.75
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Cross Sectional Area
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.07 L5/ 0.52 L6/ 1.77
L7/ 6.44 L8/ 14.04 L9/ 0.01
L10/ 1.92 L11/ 3.74 L12/ 8.00
L13/ 10.11 L14/ 0.00 L15/ 0.05
L24/ 0.00 L25/ 0.01 L26/ 0.01
L27/ 0.16 L28/ 0.02 L29/ 0.03
L30/ 0.04 L31/ 0.01 L32/ 0.00
L33/ 0.00 L34/ 0.02 L35/ 0.00
L36/ 0.01 W2637/ 0.00 L37/ 0.16
L38/ 0.26 L39/ 0.39 L41/ 0.37
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Hydraulic Radius
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.04 L5/ 0.17 L6/ 0.29
L7/ 0.56 L8/ 0.81 L9/ 0.00
L10/ 0.17 L11/ 0.36 L12/ 0.64
L13/ 0.80 L14/ 0.00 L15/ 0.01
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.05 L28/ 0.01 L29/ 0.01
L30/ 0.01 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.05
L38/ 0.11 L39/ 0.07 L41/ 0.08
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Upstream/ Downstream Elevation
L1/ 102.84/ 101.72 L2/ 101.72/ 100.39 L3/ 100.39/ 99.47
L4/ 99.47/ 99.23 L5/ 99.23/ 99.23 L6/ 99.23/ 99.23
L7/ 99.23/ 99.23 L8/ 99.23/ 99.23 L9/ 99.23/ 99.21
L10/ 98.71/ 97.14 L11/ 97.14/ 97.14 L12/ 97.14/ 97.14
L13/ 97.14/ 97.14 L14/ 97.14/ 97.13 L15/ 94.47/ 94.04
L24/ 94.04/ 93.60 L25/ 93.60/ 92.86 L26/ 92.86/ 92.75
L27/ 92.75/ 92.21 L28/ 120.51/ 113.51 L29/ 113.51/ 105.51
L30/ 105.51/ 97.51 L31/ 97.51/ 94.81 L32/ 94.81/ 94.08
L33/ 97.52/ 97.12 L34/ 94.08/ 93.98 L35/ 93.98/ 92.99
L36/ 92.99/ 92.32 W2637/ 92.32/ 92.32 L37/ 92.32/ 92.21
L38/ 92.21/ 92.20 L39/ 92.19/ 92.20 L41/ 92.19/ 91.48
4243/ 90.65/ 90.65 4344/ 90.00/ 90.00 6869/ 87.68/ 87.68
4445/ 89.70/ 89.70 4546/ 89.34/ 89.34 4647/ 89.32/ 89.32
4754/ 89.18/ 89.18 4849/ 90.41/ 90.41 4950/ 90.33/ 90.33
5051/ 90.07/ 90.07 5152/ 89.93/ 89.93 5253/ 89.53/ 89.53
5354/ 89.18/ 89.18 5462/ 88.92/ 88.92 5657/ 99.23/ 99.23
5758/ 92.44/ 92.44 5859/ 91.60/ 91.60 5960/ 91.16/ 91.16
6061/ 90.50/ 90.50 6162/ 88.92/ 88.92 6465/ 88.08/ 88.08
6566/ 87.78/ 87.78 6667/ 87.61/ 87.61 L595/ 88.75/ 88.75
5556ova/ 98.40/ 98.40 5556unda/ 98.40/ 98.40 5663ova/ 95.75/ 95.75
5663und/ 95.75/ 95.75 6364ova/ 88.63/ 88.63 6364und/ 88.63/ 88.63
6264ova/ 88.63/ 88.63 6264und/ 88.63/ 88.63 6768ova/ 87.84/ 87.84
6768und/ 87.84/ 87.84
*===================================================*
| 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)
----------------- --------- --------- ---------
N1 8.0101 20.0254 475.0000
N2 5.5141 13.7854 0.0000
N3 24.1833 50.0000 0.0000
N4 15.4185 38.5462 0.0000
N5 50.0000 50.0000 0.0000
N6 50.0000 50.0000 0.0000
N7 50.0000 50.0000 0.0000
N8 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N11 47.6498 50.0000 0.0000
N12 22.3722 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 30.1592 50.0000 0.0000
N15 10.2954 25.7384 0.0000
N24 7.6869 19.2173 0.0000
N25 30.6437 50.0000 0.0000
N26 20.8779 50.0000 0.0000
N27 40.2053 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N32 30.7428 50.0000 0.0000
N33 36.3006 50.0000 0.0000
N34 23.6445 50.0000 0.0000
N35 34.1685 50.0000 0.0000
N36 24.8098 50.0000 0.0000
N37 25.4834 50.0000 0.0000
N38 23.4150 50.0000 0.0000
N39 38.3934 50.0000 0.0000
N41 18.9357 47.3393 0.0000
N42 20.1162 50.0000 0.0000
N43 36.4890 50.0000 0.0000
N44 36.4024 50.0000 0.0000
N45 33.1151 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 32.4096 50.0000 0.0000
N47 26.8661 50.0000 0.0000
N48 33.5488 50.0000 0.0000
N49 41.3049 50.0000 0.0000
N50 45.8391 50.0000 0.0000
N51 29.7509 50.0000 0.0000
N52 22.4043 50.0000 0.0000
N53 21.6531 50.0000 0.0000
N54 19.9371 49.8428 0.0000
N55 0.6691 1.6727 20230.0000
N56 1.0141 2.5351 15.0000
N57 50.0000 50.0000 0.0000
N58 50.0000 50.0000 0.0000
N59 50.0000 50.0000 0.0000
N60 50.0000 50.0000 0.0000
N61 26.6945 50.0000 0.0000
N62 31.3445 50.0000 0.0000
N63 0.4998 1.2495 880.0000
N64 24.6731 50.0000 0.0000
N65 32.4572 50.0000 0.0000
N66 26.4396 50.0000 0.0000
N67 10.9352 27.3379 0.0000
N68 8.1490 20.3724 0.0000
D1 11.9511 29.8778 0.0000
The junction requiring the smallest time step was...N55
*==========================================================*
| 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
-------------- --------- --------- --------- --------- ----------- ------- ------------
L1 3.8133 3.8133 10.6132 0.0833 0.0124 0.0931 Normal Soln
L2 4.1598 4.1598 12.5254 0.0000 0.0094 0.0670 Normal Soln
L3 6.2941 6.2941 28.7463 0.0000 0.0110 0.0980 Normal Soln
L4 5.7229 5.7229 24.3606 0.0000 0.0195 0.2738 Normal Soln
L5 3.5653 3.5653 14.3566 0.0000 0.0168 0.3327 Normal Soln
L6 3.7657 3.7657 19.8701 0.0000 0.0140 0.0532 Normal Soln
L7 3.5671 3.5671 50.0000 5.0833 0.0266 0.0384 Normal Soln
L8 3.0379 3.0379 50.0000 236.1667 0.0368 0.0483 Normal Soln
L9 5.5896 5.5896 21.4368 0.0000 0.0185 0.8170 Normal Soln
L10 3.9665 3.9665 25.0119 9.5833 0.0168 0.0195 Normal Soln
L11 6.0113 6.0113 50.0000 0.0000 0.1012 0.0507 Normal Soln
L12 5.1862 5.1862 50.0000 0.0000 0.1539 0.0429 Normal Soln
L13 5.7352 5.7352 50.0000 0.0000 0.1684 0.0991 Normal Soln
L14 4.2611 4.2611 13.8239 0.0000 0.1027 1.6769 Normal Soln
L15 5.1084 5.1084 22.3792 0.0000 0.1314 0.1498 Normal Soln
L24 7.7326 7.7326 26.8028 0.0000 0.0855 0.1313 Normal Soln
L25 5.4791 5.4791 23.3097 0.0000 0.0635 0.0818 Normal Soln
L26 4.5555 4.5555 14.2386 0.0000 0.0479 0.1987 Normal Soln
L27 4.6523 4.6523 15.3004 0.0000 0.0627 0.0190 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0074 0.0119 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 -0.1113 0.0310 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0116 0.0347 Normal Soln
L31 37.5296 37.5296 50.0000 0.0000 0.0265 0.0757 Normal Soln
L32 6.8403 6.8403 22.6586 0.0000 0.0229 0.6054 Normal Soln
L33 6.6233 6.6233 26.4538 0.0000 0.0065 0.0684 Normal Soln
L34 6.8173 6.8173 50.0000 0.0000 0.0276 0.2526 Normal Soln
L35 9.4299 9.4299 30.1379 0.0000 0.0342 0.0459 Normal Soln
L36 6.2386 6.2386 12.3292 0.0000 0.0269 0.0115 Normal Soln
W2637 11.5719 11.5719 50.0000 0.0000 0.0009 0.0011 Normal Soln
L37 8.3007 8.3007 41.2972 0.0000 0.0237 0.0269 Normal Soln
L38 4.3934 4.3934 16.0149 0.0000 0.0550 0.6896 Normal Soln
L39 3.0735 3.0735 12.4624 0.0000 -0.0524 0.0635 Normal Soln
L41 16.5782 16.5782 50.0000 0.0000 0.0514 0.5687 Normal Soln
4243 21.6897 21.6897 50.0000 0.0000 0.0451 0.2467 Normal Soln
4344 17.4539 17.4539 50.0000 0.0000 0.0441 0.2208 Normal Soln
6869 6.1441 6.1441 40.2248 0.0000 0.0142 0.2793 Normal Soln
4445 10.5109 10.5109 50.0000 0.0000 0.0454 0.1626 Normal Soln
4546 7.7832 7.7832 23.8385 0.0000 0.0475 0.1477 Normal Soln
4647 5.5638 5.5638 18.3018 0.0000 -0.0560 0.7108 Normal Soln
4754 9.8533 9.8533 36.8517 0.0000 0.0483 0.1957 Normal Soln
4849 5.3231 5.3231 14.1028 0.0000 0.0074 0.0373 Normal Soln
4950 2.6732 2.6732 9.7334 0.0000 0.0086 0.0306 Normal Soln
5051 7.9987 7.9987 21.7067 0.0000 0.0120 0.0552 Normal Soln
5152 2.4756 2.4756 7.7182 0.7500 -0.0116 0.0635 Normal Soln
5253 7.2068 7.2068 16.1703 0.0000 -0.0223 0.0764 Normal Soln
5354 9.1086 9.1086 50.0000 0.0000 -0.0286 0.0460 Normal Soln
5462 3.3270 3.3270 44.0048 0.0000 0.0479 0.1231 Normal Soln
5657 7.9108 7.9108 13.9519 0.0000 -0.0038 0.0034 Normal Soln
5758 46.7498 46.7498 50.0000 0.0000 0.0027 0.0039 Normal Soln
5859 9.6997 9.6997 24.1172 0.0000 0.0045 0.0462 Normal Soln
5960 10.1983 10.1983 24.4145 0.0000 0.0040 0.0403 Normal Soln
6061 10.4917 10.4917 50.0000 0.0000 0.0035 0.0205 Normal Soln
6162 10.1762 10.1762 21.6407 0.0000 0.0064 0.0169 Normal Soln
6465 10.4082 10.4082 34.1877 0.0000 0.0441 0.1395 Normal Soln
6566 10.6159 10.6159 46.7874 0.0000 0.0417 0.2173 Normal Soln
6667 14.8484 14.8484 50.0000 0.0000 0.0207 0.2685 Normal Soln
L595 1.6196 1.6196 42.4454 0.0000 0.0651 0.2901 Normal Soln
5556ova 6.9388 6.9388 10.9995 0.0000 -0.0053 0.0706 Normal Soln
5556unda 3.0576 3.0576 8.1022 0.0000 -0.0077 2.0723 Normal Soln
5663ova 41.0640 41.0640 50.0000 0.0000 0.0031 0.0955 Normal Soln
5663und 15.0829 15.0829 38.4960 0.0000 0.0057 2.2614 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0034 0.0063 Normal Soln
6364und 14.7074 14.7074 28.0934 0.0000 -0.0843 4.5656 Normal Soln
6264ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6264und 1.1951 1.1951 2.8216 39.6667 0.0082 1.8340 Normal Soln
6768ova 5.2558 5.2558 12.1510 0.0000 0.0089 0.2128 Normal Soln
6768und 1.4970 1.4970 4.2010 68.6667 0.0069 1.3967 Normal Soln
The conduit with the smallest time step limitation was..L8
The conduit with the largest wobble was.................6364und
The conduit with the largest flow change in any
consecutive time step...................................L13
*===============================================*
* Hydraulic design routine final results. *
*===============================================*
<-------- Original --------> <--------- Designed -------->
Conduit Name Height Width Barrels Height Width Barrels
4950 2.3600 41.6000 1.0000 8.5900 41.6000 1.0000
*==================================================*
| 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.
N1/ 0.02 / 102.85/ N2/ 0.01 / 101.72/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.57 / 97.27/ N12/ 1.17 / 97.27/
N13/ 1.77 / 97.27/ N14/ 2.32 / 97.27/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.00 / 113.50/
N30/ 0.01 / 105.51/ N31/ 0.07 / 97.57/ N32/ 0.14 / 94.94/
N33/ 0.01 / 97.52/ N34/ 0.06 / 94.13/ N35/ 0.13 / 94.10/
N36/ 0.05 / 93.03/ N37/ 0.05 / 92.36/ N38/ 0.19 / 92.19/
N39/ 0.21 / 92.19/ N41/ 0.10 / 91.98/ N42/ 0.11 / 91.59/
N43/ 0.12 / 90.77/ N44/ 0.08 / 90.08/ N45/ 0.12 / 89.82/
N69/ 0.07 / 87.75/ N46/ 0.13 / 89.47/ N47/ 0.12 / 89.44/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.41/ N50/ 0.01 / 90.34/
N51/ 0.00 / 90.07/ N52/ 0.01 / 89.94/ N53/ 0.00 / 89.53/
N54/ 0.09 / 89.27/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.00 / 90.50/ N62/ 0.01 / 88.93/
N63/ 0.00 / 95.75/ N64/ 0.12 / 88.75/ N65/ 0.14 / 88.22/
N66/ 0.21 / 87.99/ N67/ 0.38 / 87.99/ N68/ 0.09 / 87.93/
D1/ 0.02 / 88.77/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.00*/ L26/ 0.00 /
L27/ 0.00*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02*/ 4344/ 0.02 / 6869/ 0.02 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 4950/ 0.00*/
5051/ 0.00 / 5152/ 0.00*/ 5253/ 0.00 /
5354/ 0.00*/ 5462/ 0.02*/ 5657/ 0.00*/
5758/ 0.00*/ 5859/ 0.00*/ 5960/ 0.00 /
6061/ 0.00*/ 6162/ 0.00*/ 6465/ 0.02*/
6566/ 0.02*/ 6667/ 0.02 / L595/ 0.02*/
5556ova/ 0.00*/ 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.00*/
6264ova/ 0.00 / 6264und/ 0.02 / 6768ova/ 0.00 /
6768und/ 0.02 / FREE # 1/ 0.02 /
Conduit/ Velocity
L1/ 0.09 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.15 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.07 / L26/ 0.08 /
L27/ 0.03 / L28/ 0.06 / L29/ 0.03 /
L30/ 0.05 / L31/ 0.08 / L32/ 0.21 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.23 /
L36/ 0.37 / W2637/ 0.00 / L37/ 0.07 /
L38/ 0.07 / L39/ -0.04 / L41/ 0.13 /
4243/ 0.18 / 4344/ 0.22 / 6869/ 0.10 /
4445/ 0.11 / 4546/ 0.36 / 4647/ 0.11 /
4754/ 0.21 / 4849/ 0.06 / 4950/ 0.02 /
5051/ 0.06 / 5152/ 0.02 / 5253/ 0.08 /
5354/ 0.01 / 5462/ 0.10 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.02 / 5960/ 0.02 /
6061/ 0.01 / 6162/ 0.04 / 6465/ 0.33 /
6566/ 0.16 / 6667/ 0.03 / L595/ 0.08 /
5556ova/ 0.00 / 5556unda/ 0.29 / 5663ova/ 0.00 /
5663und/ 0.26 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.34 / 6768ova/ 0.00 /
6768und/ 0.50 /
Conduit/ Width
L1/ 0.08 / L2/ 0.10 / L3/ 0.13 /
L4/ 0.84 / L5/ 2.86 / L6/ 5.12 /
L7/ 10.76 / L8/ 16.93 / L9/ 1.92 /
L10/ 5.84 / L11/ 10.40 / L12/ 12.59 /
L13/ 13.19 / L14/ 0.45 / L15/ 4.17 /
L24/ 0.89 / L25/ 1.16 / L26/ 0.88 /
L27/ 1.38 / L28/ 0.18 / L29/ 0.42 /
L30/ 2.18 / L31/ 2.00 / L32/ 0.80 /
L33/ 0.06 / L34/ 3.98 / L35/ 0.69 /
L36/ 0.44 / W2637/ 0.01 / L37/ 1.64 /
L38/ 2.20 / L39/ 2.33 / L41/ 1.95 /
4243/ 1.44 / 4344/ 1.34 / 6869/ 2.18 /
4445/ 2.33 / 4546/ 0.69 / 4647/ 2.20 /
4754/ 1.37 / 4849/ 0.21 / 4950/ 0.47 /
5051/ 0.24 / 5152/ 0.48 / 5253/ 0.19 /
5354/ 1.21 / 5462/ 2.48 / 5657/ 0.37 /
5758/ 0.22 / 5859/ 0.07 / 5960/ 0.08 /
6061/ 0.37 / 6162/ 0.04 / 6465/ 0.84 /
6566/ 1.27 / 6667/ 4.10 / L595/ 3.01 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.07 /
5663und/ 0.15 / 6364ova/ 0.01 / 6364und/ 0.27 /
6264ova/ 0.00 / 6264und/ 0.54 / 6768ova/ 0.04 /
6768und/ 0.50 /
Junction/ EGL
N1/ 0.02 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.57 / N12/ 1.17 /
N13/ 1.77 / N14/ 2.32 / N15/ 2.72 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.01 / N31/ 0.07 / N32/ 0.14 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.13 /
N36/ 0.06 / N37/ 0.06 / N38/ 0.19 /
N39/ 0.21 / N41/ 0.10 / N42/ 0.11 /
N43/ 0.12 / N44/ 0.08 / N45/ 0.12 /
N69/ 0.07 / N46/ 0.14 / N47/ 0.12 /
N48/ 0.01 / N49/ 0.00 / N50/ 0.01 /
N51/ 0.00 / N52/ 0.01 / N53/ 0.00 /
N54/ 0.10 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.01 /
N63/ 1.26 / N64/ 0.12 / N65/ 0.14 /
N66/ 0.21 / N67/ 0.38 / N68/ 0.10 /
D1/ 0.02 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.28 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.73 / N12/ 12.73 /
N13/ 12.73 / N14/ 12.73 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.50 /
N30/ 4.49 / N31/ 12.43 / N32/ 15.06 /
N33/ 12.48 / N34/ 15.87 / N35/ 15.90 /
N36/ 16.97 / N37/ 17.64 / N38/ 17.81 /
N39/ 17.81 / N41/ 18.02 / N42/ 18.41 /
N43/ 19.23 / N44/ 19.92 / N45/ 20.18 /
N69/ 22.25 / N46/ 20.53 / N47/ 10.56 /
N48/ 8.41 / N49/ 8.59 / N50/ 8.66 /
N51/ 8.93 / N52/ 9.06 / N53/ 9.47 /
N54/ 9.73 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.50 / N62/ 10.07 /
N63/ 3.25 / N64/ 10.25 / N65/ 10.78 /
N66/ 11.01 / N67/ 11.01 / N68/ 11.07 /
D1/ 21.23 /
Junction/ Max Volume
N1/ 0.76 / N2/ 0.60 / N3/ 0.68 /
N4/ 0.91 / N5/ 0.87 / N6/ 0.70 /
N7/ 1.24 / N8/ 1.77 / N9/ 2.20 /
N10/ 1.87 / N11/ 0.92 / N12/ 1.52 /
N13/ 2.12 / N14/ 2.67 / N15/ 0.44 /
N24/ 0.64 / N25/ 0.59 / N26/ 0.97 /
N27/ 0.55 / N28/ 0.30 / N29/ 0.40 /
N30/ 0.38 / N31/ 0.65 / N32/ 0.99 /
N33/ 0.37 / N34/ 0.88 / N35/ 0.91 /
N36/ 0.67 / N37/ 0.89 / N38/ 1.18 /
N39/ 1.14 / N41/ 1.11 / N42/ 1.14 /
N43/ 1.05 / N44/ 0.87 / N45/ 1.09 /
N69/ 1.39 / N46/ 1.37 / N47/ 1.37 /
N48/ 0.36 / N49/ 0.33 / N50/ 0.38 /
N51/ 0.61 / N52/ 0.75 / N53/ 1.15 /
N54/ 1.50 / N55/ 1.08 / N56/ 1.14 /
N57/ 0.02 / N58/ 0.14 / N59/ 0.18 /
N60/ 0.11 / N61/ 0.46 / N62/ 1.76 /
N63/ 1.31 / N64/ 1.02 / N65/ 1.53 /
N66/ 1.82 / N67/ 1.98 / N68/ 1.39 /
D1/ 1.93 /
Junction/Total Fldng
N1/ 0.00 / N2/ 0.00 / N3/ 0.00 /
N4/ 0.00 / N5/ 0.00 / N6/ 0.00 /
N7/ 0.00 / N8/ 0.00 / N9/ 0.00 /
N10/ 0.00 / N11/ 0.00 / N12/ 0.00 /
N13/ 0.00 / N14/ 0.00 / N15/ 0.00 /
N24/ 0.00 / N25/ 0.00 / N26/ 0.00 /
N27/ 0.00 / N28/ 0.00 / N29/ 0.00 /
N30/ 0.00 / N31/ 0.00 / N32/ 0.00 /
N33/ 0.00 / N34/ 0.00 / N35/ 0.00 /
N36/ 0.00 / N37/ 0.00 / N38/ 0.00 /
N39/ 0.00 / N41/ 0.00 / N42/ 0.00 /
N43/ 0.00 / N44/ 0.00 / N45/ 0.00 /
N69/ 0.00 / N46/ 0.00 / N47/ 0.00 /
N48/ 0.00 / N49/ 0.00 / N50/ 0.00 /
N51/ 0.00 / N52/ 0.00 / N53/ 0.00 /
N54/ 0.00 / N55/ 0.00 / N56/ 0.00 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.00 /
N63/ 0.00 / N64/ 0.00 / N65/ 0.00 /
N66/ 0.00 / N67/ 0.00 / N68/ 0.00 /
D1/ 0.00 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.08 / L5/ 0.56 / L6/ 1.84 /
L7/ 6.61 / L8/ 14.33 / L9/ 0.03 /
L10/ 2.58 / L11/ 4.97 / L12/ 9.55 /
L13/ 11.73 / L14/ 0.03 / L15/ 0.30 /
L24/ 0.03 / L25/ 0.06 / L26/ 0.05 /
L27/ 0.14 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.16 / L31/ 0.12 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.25 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.23 / L39/ 0.36 / L41/ 0.12 /
4243/ 0.09 / 4344/ 0.08 / 6869/ 0.20 /
4445/ 0.15 / 4546/ 0.05 / 4647/ 0.16 /
4754/ 0.09 / 4849/ 0.01 / 4950/ 0.03 /
5051/ 0.01 / 5152/ 0.03 / 5253/ 0.01 /
5354/ 0.10 / 5462/ 0.19 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.01 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.12 / 6667/ 0.64 / L595/ 0.22 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.03 / 6768ova/ 0.00 /
6768und/ 0.02 /
Conduit/ Final Volume
L1/ 0.03 / L2/ 0.04 / L3/ 0.08 /
L4/ 1.33 / L5/ 5.62 / L6/ 18.80 /
L7/ 69.45 / L8/ 143.26 / L9/ 0.29 /
L10/ 25.78 / L11/ 81.98 / L12/ 157.64 /
L13/ 205.35 / L14/ 0.26 / L15/ 3.90 /
L24/ 0.69 / L25/ 0.93 / L26/ 0.79 /
L27/ 2.10 / L28/ 1.69 / L29/ 4.84 /
L30/ 24.63 / L31/ 10.89 / L32/ 1.03 /
L33/ 0.01 / L34/ 4.41 / L35/ 1.02 /
L36/ 0.54 / W2637/ 0.00 / L37/ 3.88 /
L38/ 3.24 / L39/ 3.57 / L41/ 6.72 /
4243/ 5.34 / 4344/ 3.77 / 6869/ 4.03 /
4445/ 5.08 / 4546/ 1.21 / 4647/ 3.21 /
4754/ 2.64 / 4849/ 0.12 / 4950/ 0.15 /
5051/ 0.18 / 5152/ 0.18 / 5253/ 0.16 /
5354/ 2.95 / 5462/ 2.23 / 5657/ 0.00 /
5758/ 0.17 / 5859/ 0.04 / 5960/ 0.03 /
6061/ 0.13 / 6162/ 0.04 / 6465/ 1.89 /
6566/ 4.22 / 6667/ 32.18 / L595/ 1.35 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.05 / 6364ova/ 0.00 / 6364und/ 1.64 /
6264ova/ 0.00 / 6264und/ 0.50 / 6768ova/ 0.00 /
6768und/ 0.37 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.29 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.04 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.02 /
L27/ 0.05 / L28/ 0.00 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.05 /
L36/ 0.02 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.05 / 4344/ 0.05 / 6869/ 0.07 /
4445/ 0.05 / 4546/ 0.06 / 4647/ 0.06 /
4754/ 0.05 / 4849/ 0.00 / 4950/ 0.00 /
5051/ 0.00 / 5152/ 0.01 / 5253/ 0.00 /
5354/ 0.01 / 5462/ 0.01 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.00 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.08 / 6667/ 0.14 / L595/ 0.01 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.03 /
6264ova/ 0.00 / 6264und/ 0.04 / 6768ova/ 0.00 /
6768und/ 0.04 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.72 L2/ 101.72/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.27 L11/ 97.27/ 97.27 L12/ 97.27/ 97.27/
L13/ 97.27/ 97.27 L14/ 97.27/ 97.18 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.19 L28/ 120.51/ 113.50 L29/ 113.50/ 105.51/
L30/ 105.51/ 97.57 L31/ 97.57/ 94.94 L32/ 94.94/ 94.13/
L33/ 97.52/ 97.12 L34/ 94.13/ 94.10 L35/ 94.10/ 93.03/
L36/ 93.03/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.19/
L38/ 92.19/ 92.19 L39/ 92.18/ 92.19 L41/ 91.98/ 91.59/
4243/ 91.59/ 90.77 4344/ 90.77/ 90.08 6869/ 87.93/ 87.75/
4445/ 90.08/ 89.82 4546/ 89.82/ 89.47 4647/ 89.47/ 89.44/
4754/ 89.44/ 89.27 4849/ 90.59/ 90.41 4950/ 90.41/ 90.34/
5051/ 90.34/ 90.07 5152/ 90.07/ 89.94 5253/ 89.94/ 89.53/
5354/ 89.53/ 89.27 5462/ 89.27/ 88.93 5657/ 99.23/ 99.23/
5758/ 99.23/ 92.44 5859/ 92.44/ 91.60 5960/ 91.60/ 91.16/
6061/ 91.16/ 90.50 6162/ 90.50/ 88.93 6465/ 88.75/ 88.22/
6566/ 88.22/ 87.99 6667/ 87.99/ 87.99 L595/ 88.93/ 88.77/
5556ova/ 98.41/ 98.41 5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75/
5663und/ 98.41/ 97.00 6364ova/ 88.75/ 88.75 6364und/ 95.75/ 88.75/
6264ova/ 88.75/ 88.75 6264und/ 88.77/ 88.75 6768ova/ 87.93/ 87.93/
6768und/ 87.99/ 87.93
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 16580
Total number of time steps during simulation.... 10250
Ratio of actual # of time steps / NTCYC......... 2.373
Average number of iterations per time step...... 1.618
Average time step size(seconds)................ 2.107
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.092
Average minimum implicit time step (sec)........ 2.838
Average minimum junction time step (sec)........ 2.838
Average Courant Factor Tf....................... 2.838
Number of times omega reduced................... 279
*=========================================================*
| 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
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N1 0 1.15 11830 2 15 1 0 0
N2 0 1.15 11762 4 10 1 0 0
N3 0 1.15 11823 0 8 0 0 0
N4 0 1.16 11892 0 6 0 0 0
N5 0 1.30 13352 0 12 1 0 0
N6 0 1.52 15533 0 11 3 0 0
N7 0 2.22 22798 0 13 12 0 0
N8 0 3.00 30755 108 16 97 0 0
N9 0 2.40 24604 43 14 48 0 0
N10 0 1.14 11645 1 8 0 0 0
N11 0 1.70 17447 0 31 1 1 0
N12 0 2.44 25016 0 9 0 0 0
N13 0 2.78 28540 0 10 1 0 0
N14 0 2.26 23181 5 10 2 0 0
N15 0 1.14 11643 0 7 0 0 0
N24 0 1.15 11830 0 14 1 0 0
N25 0 1.14 11690 0 7 0 0 0
N26 0 1.24 12706 1 10 1 0 0
N27 0 1.16 11939 0 7 0 0 0
N28 0 1.07 10930 0 6 0 0 0
N29 0 1.14 11666 1 13 1 0 0
N30 0 1.14 11727 0 14 2 0 0
N31 0 1.08 11063 0 15 2 0 0
N32 0 1.12 11529 0 7 0 0 0
N33 0 1.15 11783 0 6 0 0 0
N34 0 1.16 11839 0 11 1 0 0
N35 0 1.23 12585 1 7 0 0 0
N36 0 1.12 11495 0 7 0 0 0
N37 0 1.18 12115 0 8 0 0 0
N38 0 1.24 12714 0 19 1 0 0
N39 0 1.13 11626 0 9 0 0 0
N41 0 1.18 12059 0 9 0 0 0
N42 0 1.19 12170 2 18 1 0 0
N43 0 1.18 12074 0 7 0 0 0
N44 0 1.16 11906 0 7 0 0 0
N45 0 1.17 12011 0 6 0 0 0
N69 0 1.28 13088 4 8 0 0 0
N46 0 1.20 12329 0 7 0 0 0
N47 0 1.18 12095 0 6 0 0 0
N48 0 1.11 11390 0 6 0 0 0
N49 0 1.25 12770 3 14 1 0 0
N50 0 1.20 12275 1 6 0 0 0
N51 0 1.49 15285 0 11 1 0 0
N52 0 1.49 15273 0 9 0 0 0
N53 0 1.81 18520 0 8 0 0 0
N54 0 1.89 19354 0 8 0 0 0
N55 0 1.15 11751 2 7 0 0 0
N56 0 1.26 12870 8 13 3 0 0
N57 0 1.05 10745 0 5 0 0 0
N58 0 1.10 11271 0 30 1 1 0
N59 0 1.15 11790 0 14 1 0 0
N60 0 1.15 11824 0 7 0 0 0
N61 0 1.11 11350 0 6 0 0 0
N62 0 2.17 22267 0 7 0 0 0
N63 0 1.39 14237 15 37 57 3 0
N64 0 1.26 12898 1 26 40 1 0
N65 0 1.16 11936 0 6 0 0 0
N66 0 1.25 12823 0 6 0 0 0
N67 0 1.37 14084 2 7 0 0 0
N68 0 1.29 13191 1 7 0 0 0
D1 0 1.87 19182 74 12 1 0 0
Total number of iterations for all junctions.. 865876
Minimum number of possible iterations......... 625250
Efficiency of the simulation.................. 1.38
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
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N1 110.0000 104.8300 103.5887 0 15 0.0000 6.4113 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.3064 0 15 0.0000 7.6936 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.0623 0 15 0.0000 8.9377 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.3732 0 15 0.0000 9.6268 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.9107 0 15 0.0000 10.0893 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5568 0 15 0.0000 10.4432 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5680 0 15 0.0000 10.4320 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5696 0 15 0.0000 10.4304 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5700 0 15 0.0000 10.4300 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8722 0 15 0.0000 11.1278 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6169 0 15 0.0000 12.3831 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6184 0 15 0.0000 12.3816 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6187 0 15 0.0000 12.3813 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6194 0 15 0.0000 12.3806 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.9046 0 16 0.0000 15.0954 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.6742 0 16 0.0000 15.3258 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.1837 0 15 0.0000 15.8163 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.8175 0 16 0.0000 16.1825 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.2942 0 16 0.0000 16.7058 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8004 0 16 0.0000 9.1996 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.8968 0 16 0.0000 6.1032 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.8833 0 19 0.0000 4.1167 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.1545 0 18 0.0000 11.8455 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.7918 0 20 0.0000 14.2082 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8760 0 15 0.0000 12.1240 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.9470 0 20 0.0000 15.0530 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.8777 0 21 0.0000 15.1223 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6522 0 21 0.0000 16.3478 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.1973 0 18 0.0000 16.8027 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.1809 0 17 0.0000 16.8191 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.1161 0 18 0.0000 16.8839 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 92.9921 0 18 0.0000 17.0079 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.6212 0 19 0.0000 17.3788 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.7008 0 21 0.0000 18.2992 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 90.8730 0 22 0.0000 19.1270 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.7900 0 28 0.0000 19.2100 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.0679 0 36 0.0000 20.9321 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.7126 0 31 0.0000 19.2874 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.6884 0 31 0.0000 9.3116 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.9389 0 15 0.0000 8.0611 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 90.7417 0 15 0.0000 8.2583 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 90.7142 0 15 0.0000 8.2858 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.6789 0 31 0.0000 8.3211 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.6788 0 31 0.0000 8.3212 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.6786 0 31 0.0000 8.3214 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.6785 0 31 0.0000 8.3215 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0027 0 15 0.0000 9.9973 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5423 0 15 0.0000 10.4577 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2460 0 15 0.0000 10.7540 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5839 0 16 0.0000 6.4161 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7780 0 15 0.0000 7.2220 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2748 0 16 0.0000 7.7252 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.9570 0 16 0.0000 8.0430 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.6780 0 31 0.0000 8.3220 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0594 0 15 0.0000 1.9406 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.6471 0 34 0.0000 9.3529 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.6112 0 35 0.0000 9.3888 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.5961 0 35 0.0000 9.4039 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.5877 0 35 0.0000 9.4123 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.2283 0 36 0.0000 9.7717 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.6779 0 31 0.0000 19.3221 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)
--------------- ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- ----- -----
L1 23.7900 1.8594 2000.000 1.0532 0 15 0.9896 0 15 0.0443 103.5885 102.3064 .3793 .2982
L2 31.3792 2.1255 2000.000 1.0477 0 15 0.8782 0 15 0.0334 102.3064 101.0623 .2982 .3412
L3 21.1637 1.3610 2000.000 1.0368 0 15 0.5568 0 15 0.0490 101.0623 100.3732 .3411 .4566
L4 14.8201 1.0611 2000.000 2.0111 0 15 0.6569 0 15 0.1357 100.3732 99.9107 .4566 .4353
L5 14.1212 0.8828 2000.000 1.9978 0 15 0.6965 0 15 0.1415 99.9107 99.5568 .4353 .3484
L6 107.6004 6.2328 2000.000 1.9941 0 15 0.5133 0 15 0.0185 99.5568 99.5680 .3484 .6190
L7 212.9831 7.4760 2500.000 1.9897 0 15 0.1893 0 15 0.0093 99.5680 99.5696 .4952 .7078
L8 226.7844 7.2108 2500.000 2.2528 0 15 0.1117 0 15 0.0099 99.5696 99.5699 .7078 .8800
L9 5.4768 0.2939 750.0000 2.2286 0 15 0.4665 0 15 0.4069 99.5700 99.3946 .4666 .2461
L10 230.8083 6.4968 2000.000 2.2286 0 16 0.3998 0 16 0.0097 98.8722 97.6169 .0861 .4584
L11 134.5580 5.4504 2000.000 2.2491 0 16 0.2426 0 16 0.0167 97.6169 97.6184 .4584 .7592
L12 167.9513 6.1300 2500.000 2.2714 0 16 0.1577 0 16 0.0135 97.6184 97.6187 .6074 .8475
L13 106.1819 4.1062 2750.000 3.1053 0 15 0.1797 0 15 0.0292 97.6187 97.6194 .7704 .9707
L14 3.7006 0.2681 800.0000 3.1018 0 15 0.7234 0 15 0.8382 97.6194 97.5267 .5993 .4958
L15 41.4767 1.7798 1500.000 3.0994 0 16 0.5810 0 15 0.0747 94.9046 94.6742 .2964 .4295
L24 46.8109 1.7908 2000.000 3.0719 0 16 0.7462 0 16 0.0656 94.6742 94.1837 .3221 .2968
L25 97.5504 2.8658 2500.000 3.9933 0 15 0.6865 0 15 0.0409 94.1837 93.8175 .2375 .3870
L26 39.8090 1.2386 3000.000 3.9550 0 16 1.0535 0 16 0.0993 93.8175 93.2942 .3225 .1847
L27 416.5903 6.9969 3500.000 3.9515 0 16 0.9481 0 12 0.0095 93.2942 93.1809 .1583 .3374
L28 142.9406 2.4129 2000.000 0.8478 0 16 0.6564 0 15 0.0059 120.8004 113.8968 .1502 .1984
L29 111.2914 2.2238 2000.000 1.7065 0 17 0.9720 0 17 0.0153 113.8968 105.8833 .1984 .1917
L30 121.4510 2.4983 2000.000 2.1125 0 19 0.7101 0 20 0.0174 105.8833 98.1545 .1917 .3273
L31 81.3908 1.8198 2000.000 3.0847 0 18 0.5640 0 14 0.0379 98.1545 95.7918 .3273 .4959
L32 10.6189 1.0497 1500.000 3.1997 0 21 0.9289 0 21 0.3013 95.7918 94.9470 .6612 .5847
L33 13.2107 0.8025 900.0000 0.4219 0 15 0.3781 0 15 0.0319 97.8760 97.3206 .4067 .2229
L34 27.1462 0.7567 2000.000 3.3583 0 20 0.3237 0 17 0.1237 94.9470 94.8777 .4385 .4539
L35 151.1332 2.3985 2800.000 3.3731 0 21 0.7151 0 21 0.0223 94.8777 93.6522 .3242 .2401
L36 604.2278 7.2058 3400.000 3.4736 0 21 1.4600 0 12 0.0057 93.6522 93.1973 .1977 .2610
W2637 41.0450 1.2356 2000.000 0.0225 0 16 0.1363 0 16 0.0005 93.8175 93.6362 .0488 .0081
L37 268.7941 4.1638 3600.000 3.5927 0 21 0.5691 0 26 0.0134 93.1973 93.1809 .2465 .3280
L38 20.3679 0.8611 2000.000 7.0159 0 17 0.8742 0 15 0.3445 93.1809 93.1161 .5904 .5681
L39 220.6626 2.1612 4000.000 -6.9809 0 17 -0.8026 0 16 -0.0316 93.1161 92.9921 .2340 .2530
L41 24.3580 0.8853 2000.000 6.9040 0 18 0.6331 0 17 0.2834 92.9921 92.6212 .5561 .5706
4243 57.3946 1.4914 2000.000 7.0817 0 20 0.7125 0 15 0.1234 92.6212 91.7008 .5706 .5254
4344 63.4676 1.7564 2000.000 7.0042 0 21 0.8332 0 20 0.1104 91.7008 90.8730 .5254 .4365
6869 43.1813 0.6276 2800.000 6.0172 0 36 0.4972 0 36 0.1393 89.2283 89.0679 .4958 .4957
4445 86.8567 1.9041 2500.000 7.0362 0 22 0.6141 0 21 0.0810 90.8730 90.7900 .3492 .4360
4546 96.3889 3.0307 2500.000 7.1101 0 22 1.0490 0 13 0.0738 90.7900 90.7126 .4360 .5490
4647 19.5453 0.7456 2500.000 6.8447 0 22 1.0928 0 18 0.3502 90.7126 90.6884 .5490 .5474
4754 69.8137 1.6227 2500.000 6.4796 0 22 0.8412 0 18 0.0928 90.6884 90.6785 .5474 .5994
4849 68.7768 2.2981 2000.000 1.2826 0 15 0.8509 0 15 0.0186 90.9388 90.7418 .1794 .1659
4950 88.3261 2.2234 2360.000 1.2809 0 15 0.6168 0 15 0.0145 90.7417 90.7142 .1406 .1628
5051 69.6722 2.5632 2000.000 1.8256 0 15 0.8754 0 15 0.0262 90.7142 90.6789 .1921 .3045
5152 86.0599 3.2001 2000.000 1.8355 0 15 0.7774 0 17 0.0213 90.6789 90.6788 .3045 .3744
5253 70.2593 2.7867 2000.000 2.0242 0 15 1.2369 0 15 0.0288 90.6788 90.6786 .3744 .5743
5354 215.9379 3.0206 2500.000 1.8159 0 14 0.4389 0 10 0.0084 90.6786 90.6785 .4595 .5674
5462 217.9611 2.6925 2500.000 5.8323 0 25 0.2728 2 3 0.0268 90.6785 90.6780 .5674 .7032
5657 69.9273 5.9238 Section 4
400.0000 0.1173 0 15 0.4321 0 14 0.0017 99.5423 99.2460 .0308 .0400
5758 51.4571 6.0705 500.0000 0.0997 0 15 0.0929 0 15 0.0019 99.2460 92.5839 .0320 .2878
5859 18.9395 2.2745 1000.000 0.4338 0 16 0.7464 0 16 0.0229 92.5839 91.7780 .1439 .1780
5960 27.1929 2.5298 1000.000 0.5436 0 15 0.6963 0 15 0.0200 91.7780 91.2748 .1780 .1148
6061 52.8129 3.1658 1000.000 0.5400 0 16 0.1814 0 16 0.0102 91.2748 90.9570 .1148 .4570
6162 84.2671 4.7255 2000.000 0.6957 0 15 1.3922 0 9 0.0083 90.9570 90.6780 .2285 .8790
6465 90.4168 2.4565 2400.000 6.2483 0 26 0.9360 0 8 0.0691 89.6471 89.6112 .4238 .6380
6566 57.6108 1.7304 2400.000 6.0207 0 31 0.7488 0 13 0.1045 89.6112 89.5961 .6380 .7567
6667 54.3218 0.8545 2400.000 6.0414 0 34 0.3167 0 7 0.1112 89.5961 89.5877 .7567 .8241
L595 217.9611 2.6925 2500.000 5.9180 0 29 0.1915 0 0 0.0272 90.6779 90.6779 .7032 .7712
5556ova 8.0165 3.7039 500.0000 0.2831 0 15 1.4546 0 15 0.0353 100.0027 99.5521 .3054 .3042
5556unda 0.2730 2.4721 375.0000 0.2207 0 15 1.9748 0 15 0.8084 100.0027 99.5423 2.887 2.859
5663ova 7.0634 3.0050 500.0000 0.3372 0 15 1.1541 0 15 0.0477 99.5423 98.1420 .2846 .2840
5663und 0.2114 1.9145 375.0000 0.2353 0 15 2.1561 0 15 1.1126 99.5423 97.3424 3.046 .9131
6364ova 109.2892 6.1392 1800.000 0.3444 0 15 0.6914 0 15 0.0032 97.0594 89.9403 .0330 .0224
6364und 0.6735 4.2350 450.0000 0.6282 0 11 3.9165 0 11 0.9327 97.0594 89.6471 2.909 2.260
6264ova 48.9163 1.4846 800.0000 0.0000 0 0 0.0000 0 0 0.0000 89.6471 89.6471 .0000 .0000
6264und 3.2349 3.4667 1090.000 2.9308 0 30 3.1899 0 28 0.9060 90.6779 89.6471 1.768 .9331
6768ova 22.4678 1.2234 600.0000 2.3901 0 35 0.8230 0 36 0.1064 89.5877 89.5268 .3129 .2447
6768und 3.2349 3.4667 1090.000 2.0372 0 26 2.1424 0 25 0.6298 89.5877 89.2283 1.493 1.273
FREE # 1 Undefnd Undefnd Undefn 6.0172 0 36
*==================================================*
| 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)
--------------- ---------- ---------- --------- --------- --------- --------- --------
L1 0.0000 360.0000 0.0000 0.0000 0.2853 1.0646 0.6698
L2 0.0000 360.0000 0.0000 0.0000 0.2989 1.1947 0.5605
L3 0.0000 360.0000 0.0000 0.0000 0.3719 1.8659 0.4435
L4 0.0000 360.0000 0.0000 0.0000 0.4447 3.0635 0.5852
L5 0.0000 360.0000 0.0000 0.0000 0.4303 2.8684 0.5456
L6 0.0000 360.0000 0.0000 0.0000 0.4381 3.8909 0.4961
L7 0.0000 360.0000 0.0000 0.0000 0.7322 10.5222 0.2843
L8 0.0000 360.0000 0.0000 0.0000 1.0006 20.1975 0.2214
L9 0.0000 0.0000 0.0000 360.0000 0.1756 4.7775 0.1247
L10 0.0000 360.0000 0.0000 0.0000 0.3797 5.5811 0.2174
L11 0.0000 360.0000 0.0000 0.0000 0.5934 9.2867 0.2950
L12 0.0000 360.0000 0.0000 0.0000 0.8847 14.4234 0.2866
L13 0.0000 360.0000 0.0000 0.0000 0.8748 17.2879 0.4300
L14 0.0000 0.0000 0.0000 360.0000 0.2420 4.2883 0.3168
L15 0.0000 360.0000 0.0000 0.0000 0.3856 5.3451 0.3155
L24 0.0000 360.0000 0.0000 0.0000 0.3337 4.1198 0.4607
L25 0.0000 360.0000 0.0000 0.0000 0.4852 5.8372 0.5341
L26 0.0000 360.0000 0.0000 0.0000 0.4733 3.7545 0.8013
L27 0.0000 360.0000 0.0000 0.0000 0.4423 4.4960 0.7740
L28 0.0000 360.0000 0.0000 0.0000 0.2318 1.2935 0.2285
L29 0.0000 360.0000 0.0000 0.0000 0.2837 1.7594 0.3739
L30 0.0000 360.0000 0.0000 0.0000 0.3284 2.9890 0.3670
L31 0.0000 360.0000 0.0000 0.0000 0.3584 6.0023 0.4396
L32 0.0000 360.0000 0.0000 0.0000 0.4495 3.4470 0.8660
L33 0.0000 0.0000 0.0000 360.0000 0.1210 1.1160 0.1071
L34 0.0000 360.0000 0.0000 0.0000 0.5093 10.3994 0.2883
L35 0.0000 360.0000 0.0000 0.0000 0.2433 4.7196 0.5612
L36 0.0000 360.0000 0.0000 0.0000 0.2324 4.5783 0.7534
W2637 353.7153 0.0000 0.0000 6.2847 0.0326 0.1649 0.0077
L37 0.0000 360.0000 0.0000 0.0000 0.5427 7.2120 0.5378
L38 0.0000 360.0000 0.0000 0.0000 0.5430 8.1583 0.9989
L39 0.0000 99.8750 260.1250 0.0000 0.5982 8.8072 0.7735
L41 0.0000 360.0000 0.0000 0.0000 0.6942 10.9827 0.7076
4243 0.0000 360.0000 0.0000 0.0000 0.4334 10.2315 0.7579
4344 1.1250 358.8750 0.0000 0.0000 0.4129 8.4248 0.7980
6869 6.5833 353.4167 0.0000 0.0000 0.7601 12.1021 0.6902
4445 0.2083 359.7917 0.0000 0.0000 0.6386 11.4864 0.5963
4546 0.2083 359.7917 0.0000 0.0000 0.5590 8.5784 1.1166
4647 1.0417 358.9583 0.0000 0.0000 0.7736 9.2854 1.1336
4754 0.2083 359.7917 0.0000 0.0000 0.7845 15.7809 0.7447
4849 0.2083 359.7917 0.0000 0.0000 0.1981 1.5074 0.2936
4950 0.2917 359.7083 0.0000 0.0000 0.2662 2.0788 0.2205
5051 0.2083 359.7917 0.0000 0.0000 0.2889 2.9455 0.3348
5152 0.8750 359.1250 0.0000 0.0000 0.4557 5.0516 0.2989
5253 0.2083 359.7917 0.0000 0.0000 0.5642 6.8337 0.4574
5354 0.2083 356.9583 0.0000 2.8333 1.0088 30.6901 0.1017
5462 3.0417 356.9583 0.0000 0.0000 1.2048 40.9152 0.2293
5657 354.3542 5.6458 0.0000 0.0000 0.0094 0.2817 0.0058
5758 289.1528 70.8472 0.0000 0.0000 0.0666 1.0740 0.0074
5859 0.2083 359.7917 0.0000 0.0000 0.1241 0.5838 0.1195
5960 0.2083 359.7917 0.0000 0.0000 0.0940 0.7808 0.1018
6061 0.2917 359.7083 0.0000 0.0000 0.1808 2.9770 0.0519
6162 0.2083 359.7917 0.0000 0.0000 0.4585 6.4812 0.5158
6465 0.2083 359.7917 0.0000 0.0000 0.5736 9.5443 0.9483
6566 0.2083 359.7917 0.0000 0.0000 0.8344 17.2290 0.7022
6667 0.2083 359.7917 0.0000 0.0000 1.0443 40.7043 0.2817
L595 0.9583 359.0417 0.0000 0.0000 1.2939 50.0420 0.2184
5556ova 342.6833 13.7611 0.0000 3.5556 0.0719 0.1958 0.2204
5556unda 0.2083 30.8583 0.0000 328.9333 0.1108 0.1135 2.1276
5663ova 339.9479 0.0000 0.0000 20.0521 0.0749 0.2923 0.1640
5663und 0.2083 0.0000 0.0000 359.7917 0.1117 0.1091 1.6006
6364ova 349.9917 0.0000 0.0000 10.0083 0.0501 0.4982 0.0345
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1637 4.2520
6264ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6264und 1.7083 358.2917 0.0000 0.0000 0.3306 0.9232 4.6697
6768ova 328.1875 0.0000 0.0000 31.8125 0.1179 2.9044 0.1377
6768und 6.5417 353.4583 0.0000 0.0000 0.3315 0.9577 2.9729
*===========================================*
| 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
--------------- -------- -------- -------- -------- ------ -------- ------ ---------
L1 0.0500 1080.4624 0.0016 1.0000 0.3016 0.0634 0.1021 12.6938
L2 0.0501 1082.6007 0.0017 1.0000 0.2564 0.0624 0.1199 12.6938
L3 0.0502 1083.2950 0.0019 1.0000 0.1645 0.0777 0.1849 12.6938
L4 0.0947 2044.6341 0.0029 1.0000 0.0777 0.1151 0.3681 12.6938
L5 0.0948 2048.6298 0.0035 1.0000 0.0383 0.2187 0.8469 12.6938
L6 0.0949 2050.1933 0.0048 1.0000 0.0186 0.3240 2.2089 2.9759
L7 0.0949 2050.5689 0.0071 1.0000 0.0047 0.6023 7.3410 2.9621
L8 0.1066 2301.7033 0.0097 1.0000 0.0022 0.8521 15.4398 2.9619
L9 0.1067 2304.3783 0.0031 1.0000 0.2387 0.0363 0.5897 6.3469
L10 0.1068 2306.2106 0.0036 1.0000 0.0416 0.2460 3.4491 6.5656
L11 0.1063 2296.4802 0.0057 1.0000 0.0068 0.4817 6.4381 2.9669
L12 0.1053 2275.5229 0.0056 1.0000 0.0032 0.7723 11.2587 2.9646
L13 0.1445 3121.8479 0.0089 1.0000 0.0031 0.8552 13.6054 2.9673
L14 0.1440 3109.4482 0.0041 1.0000 0.2417 0.0996 0.5237 6.3469
L15 0.1442 3115.5125 0.0047 1.0000 0.0967 0.0989 0.9864 8.4881
L24 0.1443 3115.9075 0.0041 1.0000 0.2279 0.0680 0.4631 8.4625
L25 0.1897 4096.5643 0.0058 1.0000 0.1660 0.0957 0.7196 8.4888
L26 0.1901 4106.5605 0.0049 1.0000 0.2382 0.1021 0.4960 8.4625
L27 0.1906 4115.9391 0.0052 1.0000 0.1294 0.1304 0.7978 4.2313
L28 0.0584 1261.7157 0.0015 1.0000 0.3445 0.0491 0.1919 8.4625
L29 0.1099 2373.0063 0.0024 1.0000 0.2743 0.0653 0.3072 8.4625
L30 0.1857 4011.9718 0.0029 1.0000 0.2228 0.1184 0.7193 8.4625
L31 0.2631 5683.9345 0.0051 1.0000 0.1467 0.1386 1.0753 8.4625
L32 0.2858 6173.2585 0.0042 1.0000 0.2632 0.1571 0.6589 10.5781
L33 0.0162 350.7409 0.0008 1.0000 0.3694 0.0208 0.0778 12.6938
L34 0.3038 6561.9697 0.0049 1.0000 0.0597 0.1907 2.5802 10.5781
L35 0.3050 6588.4676 0.0044 1.0000 0.3180 0.1203 0.7879 10.5781
L36 0.3202 6915.9203 0.0045 1.0000 0.5828 0.0933 0.5288 3.8081
W2637 0.0002 3.7211 0.0000 0.0239 0.0095 0.0004 0.0021 0.1000
L37 0.3218 6950.7466 0.0049 1.0000 0.1646 0.1591 1.1965 3.8081
L38 0.5142 11106.195 0.0088 1.0000 0.1423 0.1966 1.3652 3.8081
L39 -0.5152 -11128.60 0.0086 1.0000 0.0000 0.1759 1.6828 8.4625
L41 0.5202 11237.018 0.0084 1.0000 0.1502 0.1898 1.9101 8.4625
4243 0.5560 12009.731 0.0087 0.9993 0.2197 0.1587 1.5312 5.4748
4344 0.5616 12131.185 0.0081 0.9970 0.2705 0.1467 1.3763 0.0723
6869 0.8650 18684.295 0.0060 0.9844 0.1236 0.3054 3.2976 0.1492
4445 0.5778 12480.411 0.0084 0.9993 0.1369 0.1876 2.5797 4.7904
4546 0.5912 12770.129 0.0089 0.9993 0.3396 0.1826 1.4225 3.4217
4647 0.5922 12791.182 0.0087 0.9973 0.1381 0.2417 1.8944 0.0509
4754 0.6024 13012.721 0.0087 0.9993 0.2754 0.1995 2.5423 3.4217
4849 0.0666 1438.3482 0.0018 0.9993 0.3565 0.0390 0.1875 3.4217
4950 0.0667 1439.8455 0.0020 0.9991 0.1523 0.0536 0.3671 3.1524
5051 0.0899 1941.5678 0.0026 0.9993 0.3941 0.0545 0.4147 3.4217
5152 0.0898 1940.5448 0.0037 0.9977 0.1535 0.0882 0.7498 1.3316
5253 0.0971 2096.6126 0.0037 0.9993 0.5750 0.0981 0.9206 3.4217
5354 0.0979 2113.9605 0.0055 0.9992 0.0671 0.1829 4.9874 3.2898
5462 0.7010 15142.514 0.0168 0.9926 0.2258 0.2585 7.5911 0.0804
5657 0.0009 19.2315 0.0002 0.0201 0.0251 0.0002 0.0044 0.0200
5758 0.0009 19.5007 0.0001 0.3187 0.0052 0.0073 0.1148 0.0350
5859 0.0201 435.0452 0.0008 0.9993 0.3338 0.0178 0.0690 4.1060
5960 0.0252 543.8755 0.0008 0.9993 0.3790 0.0137 0.0795 3.4217
6061 0.0253 546.3972 0.0009 0.9990 0.0831 0.0321 0.4076 3.0088
6162 0.0346 747.3234 0.0010 0.9993 0.1932 0.0954 0.9576 3.4217
6465 0.8137 17574.890 0.0093 0.9993 0.2955 0.2134 2.2285 3.4217
6566 0.8135 17570.597 0.0092 0.9991 0.1506 0.2982 4.1353 3.9478
6667 0.8625 18629.172 0.0107 0.9993 0.0429 0.3942 10.7246 5.4748
L595 0.7345 15866.177 0.0367 0.9974 0.1216 0.3306 10.3304 1.5075
5556ova 0.0053 114.8100 0.0004 0.0704 0.0607 0.0036 0.0069 0.0201
5556unda 0.0182 393.4747 0.0004 0.9993 1.4929 0.0278 0.0172 0.9581
5663ova 0.0092 198.8554 0.0004 0.0867 0.0766 0.0043 0.0137 0.0201
5663und 0.0220 475.1560 0.0003 0.9993 1.2183 0.0329 0.0198 0.9581
6364ova 0.0050 108.9198 0.0004 0.0389 0.0479 0.0012 0.0120 0.0500
6364und 0.0427 922.9763 0.0024 0.9993 0.9148 0.0588 0.0533 0.9581
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
6264und 0.7344 15862.982 0.0034 0.9960 0.5989 0.1593 0.3150 0.2638
6768ova 0.1219 2632.3356 0.0024 0.1660 0.1107 0.0143 0.3165 0.0200
6768und 0.7427 16042.477 0.0033 0.9844 0.6215 0.1580 0.3625 0.0140
FREE # 1 0.8651 18685.944
*===============================================================*
| 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
--------------- --------- --------- --------- --------- --------- --------- ---------
L1 1.0410 0.0000 1.2312 0.5424 0.7021 103.5856 102.3028 Max Flow
L2 1.0290 0.0000 0.9557 0.4778 0.5912 102.3024 101.0559 Max Flow
L3 1.0094 0.0000 0.4086 0.4730 0.6744 101.0555 100.3687 Max Flow
L4 1.9793 0.0000 0.4589 0.5558 0.9017 100.3682 99.9020 Max Flow
L5 1.9425 0.0000 0.3299 0.4709 0.8957 99.9014 99.5536 Max Flow
L6 1.9301 0.0000 0.0112 0.5494 0.4712 99.5533 99.5638 Max Flow
L7 1.9078 0.0000 0.0007 0.5063 0.4236 99.5638 99.5651 Max Flow
L8 2.1929 0.0000 0.0001 0.5124 0.4387 99.5650 99.5654 Max Flow
L9 2.1407 0.0000 0.1563 0.1823 0.4989 99.5652 99.3923 Max Flow
L10 2.1331 0.0000 0.0351 0.1957 0.1669 98.8679 97.6144 Max Flow
L11 2.1076 0.0000 0.0025 0.4694 0.4296 97.6142 97.6157 Max Flow
L12 2.0780 0.0000 0.0005 0.5347 0.4815 97.6156 97.6161 Max Flow
L13 3.0375 0.0000 0.0010 0.7617 0.7011 97.6160 97.6164 Max Flow
L14 2.9901 0.0000 0.0731 0.3961 0.5929 97.6163 97.5261 Max Flow
L15 2.9596 0.0000 0.2024 0.2644 0.4332 94.8937 94.6578 Max Flow
L24 2.8845 0.0000 0.4703 0.4302 0.6151 94.6573 94.1769 Max Flow
L25 3.8855 0.0000 0.2260 0.4446 0.5855 94.1768 93.7993 Max Flow
L26 3.7515 0.0000 0.4480 0.5402 1.0625 93.7984 93.2786 Max Flow
L27 3.7115 0.0000 0.1020 0.5698 0.5357 93.2785 93.0977 Max Flow
L28 0.7949 0.0000 4.0966 0.2071 0.2887 120.7906 113.8817 Max Flow
L29 1.5856 0.0000 7.9959 0.2671 0.3695 113.8619 105.8820 Max Flow
L30 2.0994 0.0000 3.3663 0.2780 0.3810 105.8820 98.1495 Max Flow
L31 3.0430 0.0000 0.8991 0.4575 0.6495 98.1494 95.7913 Max Flow
L32 3.1898 0.0000 0.8188 0.6725 0.9618 95.7914 94.9462 Max Flow
L33 0.4192 0.0000 0.5372 0.2001 0.3282 97.8754 97.3201 Max Flow
L34 3.3569 0.0000 0.0704 0.3615 0.8261 94.9462 94.8763 Max Flow
L35 3.3349 0.0000 1.1792 0.7003 0.8179 94.8764 93.6509 Max Flow
L36 3.4585 0.0000 0.1646 0.6741 0.6719 93.6509 93.1813 Max Flow
W2637 0.0110 0.0000 0.1687 0.0079 0.0424 93.7984 93.6279 Max Flow
L37 3.5629 0.0000 0.0313 0.5463 0.6480 93.1811 93.1616 Max Flow
L38 6.5256 0.0000 0.0569 0.7811 1.3647 93.1615 93.1006 Max Flow
L39 -0.0157 0.0000 -0.0071 0.0048 0.0152 92.1848 92.1919 Max Flow
L41 6.7241 0.0000 0.3643 0.6346 1.0974 92.9815 92.6211 Max Flow
4243 7.0812 0.0000 0.9056 0.7434 1.1220 92.6210 91.6961 Max Flow
4344 6.8516 0.0000 0.8122 0.7116 1.0032 91.6963 90.8497 Max Flow
6869 6.0001 0.0000 0.1604 0.6198 1.3863 89.2267 89.0662 Max Flow
4445 6.6691 0.0000 0.1114 0.5094 0.7578 90.8501 90.7470 Max Flow
4546 6.6676 0.0000 0.1732 0.8723 1.0540 90.7791 90.6311 Max Flow
4647 6.4732 0.0000 0.0493 0.7114 1.5537 90.6316 90.5809 Max Flow
4754 6.2040 0.0000 0.0249 0.6476 0.9446 90.5816 90.5614 Max Flow
4849 1.2640 0.0000 0.1880 0.2722 0.3499 90.9370 90.7391 Max Flow
4950 1.2498 0.0000 0.0326 0.2059 0.2815 90.7390 90.7120 Max Flow
5051 1.7891 0.0000 0.2615 0.3030 0.3786 90.7119 90.4474 Max Flow
5152 1.7620 0.0000 0.0319 0.2518 0.2945 90.4473 90.4288 Max Flow
5253 1.9240 0.0000 0.6140 0.3553 0.4114 90.4287 89.7332 Max Flow
5354 1.6870 0.0000 0.0360 0.1146 0.1865 89.7330 89.7112 Max Flow
5462 5.7657 0.0000 0.0016 0.2378 0.3387 90.5614 90.5599 Max Flow
5657 0.1091 0.0000 0.2334 0.0161 0.0096 99.5418 99.2438 Max Flow
5758 0.0772 0.0000 0.0139 0.0178 0.0107 99.2437 92.5784 Max Flow
5859 0.4023 0.0000 0.5481 0.1207 0.1371 92.5781 91.7753 Max Flow
5960 0.5216 0.0000 0.4829 0.1284 0.1495 91.7752 91.2718 Max Flow
6061 0.5081 0.0000 0.0131 0.0996 0.1105 91.2718 90.9491 Max Flow
6162 0.6759 0.0000 0.2639 0.4565 0.4472 90.9488 89.7079 Max Flow
6465 6.1895 0.0000 0.1305 0.8614 0.9439 89.5750 89.4542 Max Flow
6566 5.9678 0.0000 0.0213 0.8828 1.1225 89.5835 89.5660 Max Flow
6667 6.0346 0.0000 0.0088 0.6841 1.1622 89.5958 89.5873 Max Flow
L595 5.8312 0.0000 0.0004 0.2392 0.3426 90.6726 90.6725 Max Flow
5556ova 0.2759 0.0000 0.4464 0.1871 0.1505 100.0014 99.5505 Max Flow
5556unda 0.2204 0.1729 0.2863 0.3352 0.2553 100.0014 99.5418 Max Flow
5663ova 0.3332 0.0000 1.3945 0.1582 0.1415 99.5418 98.1414 Max Flow
5663und 0.2352 0.6040 1.5979 0.3424 0.3750 99.5418 97.3424 Max Flow
6364ova 0.3278 0.0000 7.1100 0.0398 0.0384 97.0583 89.9384 Max Flow
6364und 0.6254 1.5518 6.0276 1.3084 0.3429 97.0583 89.4783 Max Flow
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6264und 2.9277 0.9535 0.0914 0.9476 0.8128 90.6725 89.6280 Max Flow
6768ova 2.3756 0.0000 0.0468 0.1464 0.2086 89.5873 89.5264 Max Flow
6768und 2.0137 0.3841 0.0451 0.8010 0.6229 89.4196 89.0069 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
--------------- --------- --------- --------- --------- --------- --------- --------- --------- -------------
L1 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L2 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L3 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L4 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L5 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L6 0.0000 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 None
L7 0.0000 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 None
L8 0.0000 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 None
L9 130.0000 230.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L10 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L11 0.0000 275.0000 0.0000 85.0000 0.0000 0.0000 0.0000 0.0000 None
L12 0.0000 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 None
L13 0.0000 275.0000 0.0000 85.0000 0.0000 0.0000 0.0000 0.0000 None
L14 110.0000 250.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L15 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L24 230.0000 130.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 320.0000 15.0000 0.0000 0.0000 0.0000 25.0000 0.0000 None
L28 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L29 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L30 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L31 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L32 30.0000 330.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 35.0000 325.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L34 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L35 150.0000 210.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 0.0000 310.0000 30.0000 0.0000 0.0000 0.0000 20.0000 0.0000 None
W2637 0.0000 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L37 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L38 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L39 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L41 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4243 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4344 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6869 0.0000 355.0000 5.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4445 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4546 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4647 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4754 140.0000 220.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5051 60.0000 300.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5152 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5253 185.0000 175.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5354 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5462 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5657 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5758 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5859 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5960 25.0000 335.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6061 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 5.0000 345.0000 10.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6465 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556unda 0.0000 0.0000 340.0000 0.0000 0.0000 20.0000 0.0000 0.0000 None
5663ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5663und 0.0000 0.0000 340.0000 0.0000 0.0000 0.0000 20.0000 0.0000 None
6364ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6364und 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 15.0000 105.0000 0.0000 0.0000 240.0000 0.0000 None
6768ova 15.0000 20.0000 325.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 90.0000 110.0000 0.0000 25.0000 135.0000 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
L1 0.0000 1.1250 1.1250 0.0000
L2 357.2083 357.2083 0.0000 0.0000
L3 358.9167 358.9167 0.0000 0.0000
L4 326.9917 326.9917 0.0000 0.0000
L5 0.0333 338.9750 0.0000 0.0000
L6 0.0000 340.1458 0.0000 0.0000
L7 0.0000 327.2917 0.0000 0.0000
L8 0.0000 334.1250 0.0000 0.0000
L9 0.0000 0.0000 0.0000 0.0000
L10 360.0000 360.0000 0.0000 0.0000
L11 0.0000 358.5833 0.0000 0.0000
L12 0.0000 350.4167 0.0000 0.0000
L13 0.0000 360.0000 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.7917 358.9583 0.0000 0.0000
L24 9.7857 10.8095 0.0000 0.0000
L25 357.2917 357.2917 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 359.9583 359.9583 0.0000 0.0000
L28 129.9167 131.0833 0.0000 0.0000
L29 338.9375 338.9375 0.0000 0.0000
L30 358.8750 358.8750 0.0000 0.0000
L31 358.8750 358.8750 0.0000 0.0000
L32 27.1389 27.1389 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.0833 353.5833 0.0000 0.0000
L35 4.7917 4.8333 0.0000 0.0000
L36 43.8472 43.9306 0.0833 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 323.4792 359.0000 0.0000 0.0000
L38 0.0417 3.9583 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 12.8750 35.4861 0.0000 0.0000
4243 278.0417 278.1250 0.2083 0.0000
4344 4.1667 4.2083 0.0000 0.0000
6869 3.8545 5.0003 0.0000 0.0000
4445 310.6667 358.2083 0.0000 0.0000
4546 11.6250 32.4167 0.0000 0.0000
4647 0.0208 6.5625 0.0000 0.0000
4754 3.8542 40.3125 0.0000 0.0000
4849 13.0167 13.0583 0.0000 0.0000
4950 284.8542 359.7917 0.9583 0.0000
5051 9.4333 25.1250 0.0000 0.0000
5152 315.0625 359.7917 1.0417 0.0000
5253 11.4444 39.7778 0.0833 0.0000
5354 306.5625 350.9583 0.3333 0.0000
5462 301.0417 355.0000 0.0000 0.0000
5657 345.5278 345.5278 3.4444 0.0000
5758 347.3889 347.3889 0.0000 0.0000
5859 358.4583 358.5000 0.0000 0.0000
5960 0.0000 0.0000 0.2917 0.0000
6061 358.7500 359.7917 1.0417 0.0000
6162 350.7083 350.7500 2.4583 0.0000
6465 318.6812 353.6667 0.2917 0.0000
6566 245.6833 358.7083 0.0000 0.0000
6667 0.1000 352.0167 0.0000 0.0000
L595 239.6250 357.6667 0.0417 0.0000
5556ova 345.5611 346.9917 8.9167 0.0000
5556unda 1.8333 6.3500 337.1583 0.0000
5663ova 0.2236 0.2236 0.0000 0.0000
5663und 0.0000 0.0000 336.7000 0.0000
6364ova 0.0000 0.0000 348.9583 0.0000
6364und 315.4375 315.6458 7.7500 0.0000
6264ova 0.0000 0.0000 0.0000 0.0000
6264und 0.5417 303.1389 0.0000 0.0000
6768ova 0.0000 0.0000 0.0000 0.0000
6768und 0.0000 288.6667 0.8333 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
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
L1 0.2957 1.0300 0.2846 0.0103 1.0384 0.0046 0.0348 1.0081 0.0160 0.3655 10.5851 0.1683 0.6932
L2 0.0000 0.8774 0.0000 0.0000 1.0477 0.0000 0.0000 1.1941 0.0000 0.0000 13.1352 0.0000 0.6372
L3 0.0000 0.5560 0.0000 0.0000 1.0368 0.0000 0.0000 1.8648 0.0000 0.0000 29.8365 0.0000 0.7951
L4 0.1926 0.6720 0.2086 0.0055 1.9911 0.0144 0.0287 2.9630 0.0692 0.4591 47.4078 1.1072 0.8937
L5 0.0000 0.6967 0.0000 0.0000 1.9978 0.0000 0.0000 2.8675 0.0000 0.0000 28.6750 0.0000 0.7966
L6 0.1252 0.6035 0.1845 0.0609 1.8814 0.0519 0.4865 3.1172 0.2811 4.9623 31.7950 2.8671 0.9827
L7 0.0209 0.1956 0.0431 0.0028 1.9742 0.0126 0.1360 10.0936 0.2923 1.4277 105.9833 3.0695 1.4993
L8 0.0081 0.1122 0.0162 0.0005 2.2511 0.0011 0.0648 20.0587 0.0677 0.6477 200.5871 0.6771 1.9701
L9 0.3445 0.5887 0.5659 0.8199 1.3551 0.0536 2.3799 2.3021 0.0947 23.7992 23.0205 0.9475 0.2768
L10 0.2167 0.4683 0.2191 0.1346 1.8929 0.2011 0.6210 4.0419 0.9176 6.2102 40.4193 9.1763 0.5614
L11 0.0431 0.2778 0.0863 0.0312 2.1464 0.0715 0.7247 7.7260 0.8282 11.9576 127.4787 13.6658 1.2231
L12 0.0211 0.1675 0.0430 0.0120 2.2382 0.0212 0.5661 13.3592 0.4939 9.3398 220.4272 8.1486 1.8119
L13 0.0235 0.2030 0.0481 0.0290 3.0205 0.0559 1.2363 14.8795 1.1622 21.6344 260.3920 20.3385 2.4078
L14 0.0000 0.3728 0.6901 0.0000 0.1495 2.9523 0.0000 0.4011 4.2782 0.0000 4.0110 42.7821 0.4127
L15 0.3206 0.7336 0.3004 0.3421 2.4935 0.2638 1.0673 3.3990 0.8781 13.8754 44.1873 11.4154 0.5379
L24 0.0975 0.7475 0.0000 0.0008 3.0711 0.0000 0.0083 4.1083 0.0000 0.1664 82.1669 0.0000 0.6205
L25 0.3352 0.7691 0.2780 0.1585 3.6726 0.1621 0.4730 4.7755 0.5831 7.5676 76.4075 9.3297 0.7695
L26 0.0000 1.0561 0.0000 0.0000 3.9550 0.0000 0.0000 3.7449 0.0000 0.0000 56.1733 0.0000 0.7980
L27 0.0000 0.9305 0.1147 0.0000 3.9218 0.0297 0.0000 4.2147 0.2590 0.0000 61.1125 3.7560 0.8861
L28 0.0000 0.6589 0.0000 0.0000 0.8478 0.0000 0.0000 1.2866 0.0000 0.0000 172.4057 0.0000 0.3453
L29 0.0000 0.9720 0.0000 0.0000 1.7065 0.0000 0.0000 1.7557 0.0000 0.0000 277.4049 0.0000 0.3863
L30 0.0000 0.7080 0.0000 0.0000 2.1125 0.0000 0.0000 2.9837 0.0000 0.0000 447.5486 0.0000 0.5203
L31 0.0000 0.5179 0.0000 0.0000 3.0847 0.0000 0.0000 5.9557 0.0000 0.0000 530.0555 0.0000 0.8542
L32 0.2477 0.9461 0.2381 0.0144 3.1793 0.0060 0.0582 3.3605 0.0252 1.2218 70.5711 0.5295 0.9420
L33 0.1375 0.4181 0.1373 0.0152 0.4017 0.0050 0.1107 0.9609 0.0362 1.1073 9.6093 0.3625 0.3122
L34 0.0659 0.3324 0.2451 0.0048 3.1371 0.2163 0.0732 9.4370 0.8827 1.2816 165.1475 15.4467 0.8909
L35 0.0000 0.7174 0.2468 0.0000 3.3690 0.0041 0.0000 4.6960 0.0166 0.0000 100.9635 0.3559 0.8056
L36 0.2070 0.7874 0.0133 0.0155 3.4581 0.0000 0.0751 4.3917 0.0000 1.3524 79.0502 0.0007 0.7741
W2637 0.1460 0.1470 0.0000 0.0027 0.0198 0.0000 0.0187 0.1344 0.0000 0.1870 1.3437 0.0000 0.0742
L37 0.0802 0.5263 0.0222 0.0348 3.5576 0.0002 0.4346 6.7590 0.0088 10.2136 158.8376 0.2068 1.0267
L38 0.1550 1.0017 0.0862 0.1956 6.8127 0.0076 1.2619 6.8009 0.0887 17.6664 95.2128 1.2412 1.1606
L39 0.0000 0.8055 0.2319 0.0000 6.9417 0.0393 0.0000 8.6174 0.1693 0.0000 86.1739 1.6928 0.9975
L41 0.2727 0.6738 0.2651 0.1793 6.5742 0.1505 0.6573 9.7571 0.5679 35.8236 531.7644 30.9480 1.1233
4243 0.2338 1.0568 0.3263 0.7149 5.8388 0.5280 3.0582 5.5249 1.6180 183.4929 331.4966 97.0778 1.1000
4344 0.4309 1.2638 0.3024 1.4872 5.2773 0.2397 3.4510 4.1756 0.7926 172.5524 208.7807 39.6288 0.9733
6869 0.0000 0.4978 0.0000 0.0000 6.0172 0.0000 0.0000 12.0871 0.0000 0.0000 241.7423 0.0000 1.3881
4445 0.0000 0.6129 0.0000 0.0000 7.0362 0.0000 0.0000 11.4796 0.0000 0.0000 378.8252 0.0000 0.9649
4546 0.5644 1.2765 0.3252 2.8855 4.1579 0.0667 5.1121 3.2572 0.2051 127.8029 81.4308 5.1264 1.2193
4647 0.1827 0.7827 0.1925 0.0469 6.7116 0.0863 0.2567 8.5744 0.4482 5.1337 171.4881 8.9634 1.3706
4754 0.2821 0.4865 0.2891 0.7866 4.7800 0.9129 2.7885 9.8245 3.1576 86.4441 304.5598 97.8860 1.4278
4849 0.0000 0.8580 0.0000 0.0000 1.2826 0.0000 0.0000 1.4948 0.0000 0.0000 17.9377 0.0000 0.3465
4950 0.3668 0.6559 0.3697 0.0462 1.1800 0.0548 0.1258 1.7991 0.1481 0.7551 10.7946 0.8889 0.3556
5051 0.2815 0.6401 0.2823 0.0223 1.7795 0.0239 0.0791 2.7801 0.0846 1.5028 52.8212 1.6083 0.4740
5152 0.2746 0.4384 0.2855 0.2671 1.1633 0.4051 0.9727 2.6539 1.4189 5.8364 15.9233 8.5134 0.6735
5253 0.1518 0.3388 0.1845 0.1099 1.7296 0.1847 0.7240 5.1045 1.0008 14.4795 102.0909 20.0158 0.9426
5354 0.0345 0.0639 0.0439 0.1006 1.5834 0.1319 2.9134 24.7633 3.0070 84.4877 718.1358 87.2033 1.2720
5462 0.0919 0.1550 0.0385 0.3494 5.3944 0.0885 3.8041 34.8047 2.2972 45.6496 417.6559 27.5662 1.5764
5657 0.0573 0.4499 0.1345 0.0000 0.1173 0.0000 0.0000 0.2607 0.0000 0.0000 1.5643 0.0001 0.0137
5758 0.0551 0.0936 0.0606 0.0005 0.0985 0.0007 0.0092 1.0525 0.0121 0.4576 52.6251 0.6036 0.0752
5859 0.0000 0.7432 0.0000 0.0000 0.4338 0.0000 0.0000 0.5837 0.0000 0.0000 10.5072 0.0000 0.1598
5960 0.2339 0.7027 0.1979 0.0015 0.5416 0.0005 0.0063 0.7708 0.0025 0.1072 13.1030 0.0431 0.1502
6061 0.0954 0.1862 0.0566 0.0065 0.5302 0.0033 0.0677 2.8467 0.0591 1.1510 48.3947 1.0041 0.2903
6162 0.0612 0.1769 0.0223 0.2098 0.4781 0.0079 3.4269 2.7028 0.3514 102.8059 81.0831 10.5428 1.2436
6465 0.2612 0.6772 0.3497 0.0303 6.0415 0.1765 0.1162 8.9208 0.5045 3.7174 285.4644 16.1454 1.2600
6566 0.0000 0.3738 0.3082 0.0000 4.0515 1.9692 0.0000 10.8376 6.3886 0.0000 379.3168 223.6015 1.6608
6667 0.1206 0.2075 0.1058 2.3954 2.9417 0.7043 19.8634 14.1746 6.6549 993.1721 708.7307 332.7451 1.8905
L595 0.0579 0.1342 0.0335 0.3200 5.4740 0.1240 5.5303 40.7782 3.7009 33.1817 244.6691 22.2051 1.8373
5556ova 0.0374 1.4547 0.0000 0.0000 0.2831 0.0000 0.0000 0.1946 0.0000 0.0006 3.1134 0.0000 0.1524
5663ova 0.0000 1.1538 0.0352 0.0000 0.3372 0.0000 0.0000 0.2923 0.0000 0.0000 24.2576 0.0004 0.1422
6364ova 0.0591 0.6916 0.0591 0.0000 0.3444 0.0000 0.0001 0.4980 0.0001 0.0071 54.7787 0.0071 0.0508
6264ova 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
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1701
*========================================================*
| 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
---------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -----------------
L1 0.03384 3.4140 0.01500 3.4629 9.3853 12.783 0.03384 3.4140 0.01500 3.4629 9.3853 12.783 0.0000 0.0000 0.0000 None
L2 0.0000 3.5790 0.0000 3.5790 2.5457 6.2937 0.0000 3.5790 0.0000 3.5790 2.5457 6.2937 0.0000 0.0000 0.0000 None
L3 0.0000 6.4791 0.0000 6.4791 5.3328 10.024 0.0000 6.4791 0.0000 6.4791 5.3328 10.024 0.0000 0.0000 0.0000 None
L4 0.03527 12.710 0.09213 12.837 4.8877 11.453 0.03527 12.710 0.09213 12.837 4.8877 11.453 0.0000 0.0000 0.0000 None
L5 0.0000 10.935 0.0000 10.935 7.1169 13.476 0.0000 10.935 0.0000 10.935 7.1169 13.476 0.0000 0.0000 0.0000 None
L6 2.2081 68.213 1.8805 72.301 7.0838 15.396 2.2081 68.213 1.8805 72.301 7.0838 15.396 0.0000 0.0000 0.0000 None
L7 0.3830 266.70 1.7037 268.79 5.0484 18.831 0.3830 266.70 1.7037 268.79 5.0484 18.831 0.0000 0.0000 0.0000 None
L8 0.1390 599.61 0.2916 600.04 6.2836 25.944 0.1390 599.61 0.2916 600.04 6.2836 25.944 0.0000 0.0000 0.0000 None
L9 6.7945 11.231 0.4443 18.469 3.7072 30.500 6.7945 11.231 0.4443 18.469 3.7072 30.500 0.0000 0.0000 0.0000 None
L10 2.6075 36.675 3.8959 43.178 10.288 22.969 2.6075 36.675 3.8959 43.178 10.288 22.969 0.0000 0.0000 0.0000 None
L11 2.8945 199.12 6.6325 208.65 6.5751 21.528 2.8945 199.12 6.6325 208.65 6.5751 21.528 0.0000 0.0000 0.0000 None
L12 2.2160 414.84 3.9360 420.99 6.7443 22.393 2.2160 414.84 3.9360 420.99 6.7443 22.393 0.0000 0.0000 0.0000 None
L13 5.0648 527.18 9.7492 542.00 3.2152 22.243 5.0648 527.18 9.7492 542.00 3.2152 22.243 0.0000 0.0000 0.0000 None
L14 0.0000 1.7870 35.281 37.068 4.5328 25.302 0.0000 1.7870 35.281 37.068 4.5328 25.302 0.0000 0.0000 0.0000 None
L15 3.0272 22.062 2.3343 27.423 2.6938 16.450 3.0272 22.062 2.3343 27.423 2.6938 16.450 0.0000 0.0000 0.0000 None
L24 .005300 20.059 0.0000 20.064 5.3250 17.247 .005300 20.059 0.0000 20.064 5.3250 17.247 0.0000 0.0000 0.0000 None
L25 1.4730 34.121 1.5061 37.100 3.4350 14.974 1.4730 34.121 1.5061 37.100 3.4350 14.974 0.0000 0.0000 0.0000 None
L26 0.0000 23.099 0.0000 23.099 5.9479 13.432 0.0000 23.099 0.0000 23.099 5.9479 13.432 0.0000 0.0000 0.0000 None
L27 0.0000 57.599 0.4364 58.035 11.563 20.823 0.0000 57.599 0.4364 58.035 11.563 20.823 0.0000 0.0000 0.0000 None
L28 0.0000 4.8722 0.0000 4.8722 27.274 32.726 0.0000 4.8722 0.0000 4.8722 27.274 32.726 0.0000 0.0000 0.0000 None
L29 0.0000 7.5832 0.0000 7.5832 23.955 30.045 0.0000 7.5832 0.0000 7.5832 23.955 30.045 0.0000 0.0000 0.0000 None
L30 0.0000 15.967 0.0000 15.967 26.266 33.734 0.0000 15.967 0.0000 15.967 26.266 33.734 0.0000 0.0000 0.0000 None
L31 0.0000 27.092 0.0000 27.092 22.673 41.954 0.0000 27.092 0.0000 27.092 22.673 41.954 0.0000 0.0000 0.0000 None
L32 0.07903 17.434 0.03292 17.546 8.4807 15.855 0.07903 17.434 0.03292 17.546 8.4807 15.855 0.0000 0.0000 0.0000 None
L33 0.08061 2.1267 0.02635 2.2336 8.7321 17.804 0.08061 2.1267 0.02635 2.2336 8.7321 17.804 0.0000 0.0000 0.0000 None
L34 0.07988 51.962 3.5835 55.626 2.5490 22.820 0.07988 51.962 3.5835 55.626 2.5490 22.820 0.0000 0.0000 0.0000 None
L35 0.0000 14.036 0.01702 14.053 9.0587 29.746 0.0000 14.036 0.01702 14.053 9.0587 29.746 0.0000 0.0000 0.0000 None
L36 0.1483 32.987 .49E-05 33.135 5.1518 27.919 0.1483 32.987 .49E-05 33.135 5.1518 27.919 0.0000 0.0000 0.0000 None
W2637 0.02067 0.1495 0.0000 0.1702 8.7962 12.920 0.02067 0.1495 0.0000 0.1702 8.7962 12.920 0.0000 0.0000 0.0000 None
L37 1.0625 108.51 .005957 109.58 5.2969 18.364 1.0625 108.51 .005957 109.58 5.2969 18.364 0.0000 0.0000 0.0000 None
L38 3.4808 121.25 0.1361 124.87 20.787 35.569 3.4808 121.25 0.1361 124.87 20.787 35.569 0.0000 0.0000 0.0000 None
L39 0.0000 63.647 0.3599 64.007 22.034 36.352 0.0000 63.647 0.3599 64.007 22.034 36.352 0.0000 0.0000 0.0000 None
L41 2.2620 82.960 1.8997 87.121 20.641 35.863 2.2620 82.960 1.8997 87.121 20.641 35.863 0.0000 0.0000 0.0000 None
4243 7.5058 61.305 5.5439 74.355 20.000 40.340 7.5058 61.305 5.5439 74.355 20.000 40.340 0.0000 0.0000 0.0000 None
4344 14.053 49.867 2.2650 66.185 16.737 38.165 14.053 49.867 2.2650 66.185 16.737 38.165 0.0000 0.0000 0.0000 None
6869 0.0000 67.114 0.0000 67.114 25.430 41.032 0.0000 67.114 0.0000 67.114 25.430 41.032 0.0000 0.0000 0.0000 None
4445 0.0000 121.93 0.0000 121.93 12.505 30.150 0.0000 121.93 0.0000 121.93 12.505 30.150 0.0000 0.0000 0.0000 None
4546 39.831 57.395 0.9205 98.146 10.060 24.905 39.831 57.395 0.9205 98.146 10.060 24.905 0.0000 0.0000 0.0000 None
4647 1.1663 166.89 2.1450 170.20 10.132 21.427 1.1663 166.89 2.1450 170.20 10.132 21.427 0.0000 0.0000 0.0000 None
4754 35.428 215.30 41.120 291.85 16.075 35.914 35.428 215.30 41.120 291.85 16.075 35.914 0.0000 0.0000 0.0000 None
4849 0.0000 10.145 0.0000 10.145 22.213 29.736 0.0000 10.145 0.0000 10.145 22.213 29.736 0.0000 0.0000 0.0000 None
4950 0.6523 16.676 0.7739 18.102 17.087 24.775 0.6523 16.676 0.7739 18.102 17.087 24.775 0.0000 0.0000 0.0000 None
5051 0.3378 26.993 0.3624 27.693 16.025 25.830 0.3378 26.993 0.3624 27.693 16.025 25.830 0.0000 0.0000 0.0000 None
5152 9.2713 40.375 14.058 63.705 12.717 23.614 9.2713 40.375 14.058 63.705 12.717 23.614 0.0000 0.0000 0.0000 None
5253 5.5629 87.559 9.3476 102.47 9.3812 21.067 5.5629 87.559 9.3476 102.47 9.3812 21.067 0.0000 0.0000 0.0000 None
5354 36.154 569.14 47.425 652.72 4.3436 34.324 36.154 569.14 47.425 652.72 4.3436 34.324 0.0000 0.0000 0.0000 None
5462 37.244 574.99 9.4309 621.67 5.7033 38.420 37.244 574.99 9.4309 621.67 5.7033 38.420 0.0000 0.0000 0.0000 None
5657 .41E-06 0.5535 .000013 0.5535 0.09918 29.903 .41E-06 0.5535 .000013 0.5535 0.09918 29.903 0.0000 0.0000 0.0000 None
5758 0.02621 5.1157 0.03802 5.1800 4.7191 20.321 0.02621 5.1157 0.03802 5.1800 4.7191 20.321 0.0000 0.0000 0.0000 None
5859 0.0000 2.4325 0.0000 2.4325 7.5644 12.206 0.0000 2.4325 0.0000 2.4325 7.5644 12.206 0.0000 0.0000 0.0000 None
5960 .008896 3.2658 .003023 3.2778 7.8489 16.126 .008896 3.2658 .003023 3.2778 7.8489 16.126 0.0000 0.0000 0.0000 None
6061 0.2672 21.922 0.1383 22.327 13.849 27.972 0.2672 21.922 0.1383 22.327 13.849 27.972 0.0000 0.0000 0.0000 None
6162 19.312 44.008 0.7226 64.042 0.08164 15.007 19.312 44.008 0.7226 64.042 0.08164 15.007 0.0000 0.0000 0.0000 None
6465 0.6830 135.98 3.9718 140.64 28.572 44.379 0.6830 135.98 3.9718 140.64 28.572 44.379 0.0000 0.0000 0.0000 None
6566 0.0000 173.49 84.324 257.82 5.6597 25.064 0.0000 173.49 84.324 257.82 5.6597 25.064 0.0000 0.0000 0.0000 None
6667 193.77 237.96 56.974 488.71 3.7520 41.469 193.77 237.96 56.974 488.71 3.7520 41.469 0.0000 0.0000 0.0000 None
L595 43.769 748.71 16.958 809.44 0.2371 40.142 43.769 748.71 16.958 809.44 0.2371 40.142 0.0000 0.0000 0.0000 None
5556ova .86E-05 1.7117 0.0000 1.7117 9.0686 11.652 .86E-05 1.7117 0.0000 1.7117 9.0686 11.652 0.0000 0.0000 0.0000 None
5663ova 0.0000 2.6094 .13E-05 2.6094 9.1052 12.901 0.0000 2.6094 .13E-05 2.6094 9.1052 12.901 0.0000 0.0000 0.0000 None
6364ova .000015 1.3664 .000015 1.3664 0.09746 9.9025 .000015 1.3664 .000015 1.3664 0.09746 9.9025 0.0000 0.0000 0.0000 None
6264ova 0.0000 0.0000 0.0000 0.0000 31.100 31.100 0.0000 0.0000 0.0000 0.0000 31.100 31.100 0.0000 0.0000 0.0000 None
6768ova 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 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.
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
L1 103.5885 102.3064 10.5000 11.7000 2.3147 2.3147 1.7000 1.0831 1.0831 0.8000 3.3978 3.3978
L2 102.3064 101.0623 11.0000 4.2000 1.6543 1.6543 2.7000 2.0937 2.0937 2.3000 3.7480 3.7480
L3 101.0623 100.3732 16.0000 7.4000 2.0672 2.0672 2.6000 2.6237 2.6237 3.3000 4.6909 4.6909
L4 100.3732 99.9107 16.0000 6.5000 1.6123 1.6123 1.3000 4.9533 4.9533 4.2000 6.5656 6.5656
L5 99.9107 99.5568 10.0000 11.5000 4.3831 4.3831 5.5000 1.9756 1.9756 2.4000 6.3587 6.3587
L6 99.5568 99.5680 10.2000 12.1000 5.0162 5.0162 2.6000 3.2960 3.2960 1.9000 8.3122 8.3122
L7 99.5680 99.5696 10.5000 11.9000 6.8516 6.8516 6.0000 6.9309 6.9309 5.1000 13.7824 13.7824
L8 99.5696 99.5699 10.0000 14.5000 8.2164 8.2164 7.6000 11.4445 11.4445 10.8000 19.6609 19.6609
L9 99.5700 99.3946 10.0000 27.5000 23.7928 23.7928 8.2000 3.0001 3.0001 2.2000 26.7929 26.7929
L10 98.8722 97.6169 10.0000 19.7000 9.4125 9.4125 7.2000 3.2692 3.2692 0.0000 12.6817 12.6817
L11 97.6169 97.6184 16.5000 12.9000 6.3249 6.3249 3.5000 8.6284 8.6284 5.4000 14.9533 14.9533
L12 97.6184 97.6187 16.5000 15.0000 8.2557 8.2557 6.0000 7.3926 7.3926 5.5000 15.6482 15.6482
L13 97.6187 97.6194 17.5000 12.5000 9.2848 9.2848 4.6000 9.7433 9.7433 5.5000 19.0281 19.0281
L14 97.6194 97.5267 10.0000 5.0000 0.4672 0.4672 0.6000 20.3021 20.3021 1.4000 20.7693 20.7693
L15 94.9046 94.6742 13.0000 6.5000 3.8062 3.8062 0.0000 9.9503 9.9503 6.5000 13.7565 13.7565
L24 94.6742 94.1837 20.0000 16.8000 11.4750 11.4750 11.2000 0.4472 0.4472 0.8000 11.9222 11.9222
L25 94.1837 93.8175 16.0000 4.7000 1.2650 1.2650 0.0000 10.2743 10.2743 7.9000 11.5393 11.5393
L26 93.8175 93.2942 15.0000 7.8000 1.8521 1.8521 2.6000 5.6322 5.6322 7.2000 7.4843 7.4843
L27 93.2942 93.1809 14.5000 13.7000 2.1367 2.1367 3.4000 7.1231 7.1231 5.1000 9.2597 9.2597
L28 120.8004 113.8968 134.0000 31.0000 3.7264 3.7264 11.0000 1.7264 1.7264 19.0000 5.4527 5.4527
L29 113.8968 105.8833 158.0000 28.5000 4.5451 4.5451 16.5000 1.5451 1.5451 19.5000 6.0903 6.0903
L30 105.8833 98.1545 150.0000 32.0000 5.7344 5.7344 12.0000 1.7344 1.7344 17.0000 7.4687 7.4687
L31 98.1545 95.7918 89.0000 30.0000 7.3273 7.3273 10.0000 11.9537 11.9537 19.0000 19.2810 19.2810
L32 95.7918 94.9470 21.0000 13.6000 5.1193 5.1193 4.3000 2.2551 2.2551 1.9000 7.3744 7.3744
L33 97.8760 97.3206 10.0000 13.8000 5.0679 5.0679 2.0000 4.0043 4.0043 3.0000 9.0723 9.0723
L34 94.9470 94.8777 17.5000 16.7000 14.1510 14.1510 12.7000 6.1199 6.1199 3.8000 20.2709 20.2709
L35 94.8777 93.6522 21.5000 11.0000 1.9413 1.9413 2.0000 18.7462 18.7462 18.4000 20.6875 20.6875
L36 93.6522 93.1973 18.0000 6.8000 1.6482 1.6482 1.1000 21.1188 21.1188 21.1000 22.7670 22.7670
W2637 93.8175 93.6362 10.0000 9.3000 0.5038 0.5038 0.0000 3.6196 3.6196 3.9000 4.1234 4.1234
L37 93.1973 93.1809 23.5000 11.3000 6.0031 6.0031 4.1000 7.0637 7.0637 6.8000 13.0668 13.0668
L38 93.1809 93.1161 14.0000 30.6000 9.8129 9.8129 5.1000 4.9688 4.9688 4.2000 14.7817 14.7817
L39 92.9921 93.1161 10.0000 30.7000 8.6655 8.6655 9.7000 5.6517 5.6517 4.8000 14.3173 14.3173
L41 92.9921 92.6212 54.5000 32.5000 11.8590 11.8590 10.3000 3.3630 3.3630 2.0000 15.2219 15.2219
4243 92.6212 91.7008 60.0000 31.0000 10.9999 10.9999 1.5000 9.3400 9.3400 5.0000 20.3398 20.3398
4344 91.7008 90.8730 50.0000 32.0000 15.2630 15.2630 2.0000 6.1651 6.1651 3.4000 21.4281 21.4281
6869 89.2283 89.0679 20.0000 36.0000 10.5703 10.5703 13.2000 5.0319 5.0319 5.8000 15.6022 15.6022
4445 90.8730 90.7900 33.0000 26.4000 13.8946 13.8946 21.8000 3.7501 3.7501 8.0000 17.6446 17.6446
4546 90.7900 90.7126 25.0000 22.1000 12.0397 12.0397 1.7000 2.8053 2.8053 2.0000 14.8451 14.8451
4647 90.7126 90.6884 20.0000 11.8000 1.6681 1.6681 0.6000 9.6269 9.6269 7.8000 11.2950 11.2950
4754 90.6884 90.6785 31.0000 28.6000 12.5252 12.5252 7.1000 7.3141 7.3141 1.4000 19.8393 19.8393
4849 90.9388 90.7418 12.0000 26.3000 4.0869 4.0869 4.6000 3.4363 3.4363 3.7000 7.5232 7.5232
4950 90.7417 90.7142 6.0000 21.5000 4.4131 4.4131 3.5000 3.2750 3.2750 2.2000 7.6881 7.6881
5051 90.7142 90.6789 19.0000 19.9000 3.8753 3.8753 3.1000 5.9297 5.9297 5.1000 9.8051 9.8051
5152 90.6789 90.6788 6.0000 17.8000 5.0832 5.0832 2.2000 5.8139 5.8139 1.8000 10.8971 10.8971
5253 90.6788 90.6786 20.0000 14.4000 5.0188 5.0188 2.8000 6.6671 6.6671 3.6000 11.6859 11.6859
5354 90.6786 90.6785 29.0000 30.3000 25.9564 25.9564 20.1000 4.0244 4.0244 0.0000 29.9808 29.9808
5462 90.6785 90.6780 12.0000 13.9000 8.1967 8.1967 2.9000 24.5203 24.5203 20.0000 32.7170 32.7170
5657 99.5423 99.2460 6.0000 29.9000 29.8008 29.8008 29.8000 0.0029 0.0029 0.0000 29.8037 29.8037
5758 99.2460 92.5839 50.0000 20.0000 15.2809 15.2809 15.0000 0.3212 0.3212 0.0000 15.6021 15.6021
5859 92.5839 91.7780 18.0000 8.4000 0.8356 0.8356 2.3000 3.8061 3.8061 5.5000 4.6416 4.6416
5960 91.7780 91.2748 17.0000 10.1000 2.2511 2.2511 2.0000 6.0260 6.0260 5.9000 8.2771 8.2771
6061 91.2748 90.9570 17.0000 25.0000 11.1511 11.1511 10.4000 2.9717 2.9717 1.5000 14.1228 14.1228
6162 90.9570 90.6780 30.0000 9.3000 9.2184 9.2184 1.3000 5.7072 5.7072 2.0000 14.9256 14.9256
6465 89.6471 89.6112 32.0000 40.4000 11.8279 11.8279 11.2000 3.9785 3.9785 2.0000 15.8064 15.8064
6566 89.6112 89.5961 35.0000 10.3000 4.6403 4.6403 5.7000 14.7638 14.7638 6.5000 19.4041 19.4041
6667 89.5961 89.5877 50.0000 30.2000 26.4480 26.4480 6.0000 11.2692 11.2692 3.0000 37.7171 37.7171
L595 90.6779 90.6779 6.0000 13.9000 13.6629 13.6629 2.9000 26.2419 26.2419 20.0000 39.9048 39.9048
5556ova 100.0027 99.5521 16.0000 9.2000 0.1314 0.1314 0.1000 2.4518 2.4518 3.7000 2.5832 2.5832
5663ova 99.5423 98.1420 83.0000 9.2000 0.0948 0.0948 0.1000 3.7008 3.7008 3.7000 3.7956 3.7956
6364ova 97.0594 89.9403 110.0000 9.9000 9.8025 9.8025 9.8000 0.0025 0.0025 0.0000 9.8051 9.8051
6264ova 89.6471 89.6471 10.0000 31.1000 0.0000 0.0000 0.0000 0.0000 0.0000 10.7000 0.0000 0.0000
6768ova 89.5877 89.5268 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
*=========================================================*
| Table E15 - SPREADSHEET INFO LIST |
| Conduit Flow and Junction Depth Information for use in |
| spreadsheets. The maximum values in this table are the |
| true maximum values because they sample every time step.|
| The values in the review results may only be the |
| maximum of a subset of all the time steps in the run. |
| Note: These flows are only the flows in a single barrel.|
*=========================================================*
Conduit Maximum Total Maximum Maximum ## Junction Invert Maximum
Name Flow Flow Velocity Volume ## Name Elevation Elevation
(cms) (m^3) (m/s) (m^3) ## (m) (m)
--------------- ---------- ---------- ---------- ---------- ## ---------------- --------- ---------
L1 1.0532 1080.4624 0.9896 5.7272 ## N1 102.8300 103.5887
L2 1.0477 1082.6007 0.8782 6.8051 ## N2 101.7100 102.3064
L3 1.0368 1083.2950 0.5568 30.0663 ## N3 100.3800 101.0623
L4 2.0111 2044.6341 0.6569 48.7538 ## N4 99.4600 100.3732
L5 1.9978 2048.6298 0.6965 27.9603 ## N5 99.0400 99.9107
L6 1.9941 2050.1933 0.5133 39.7497 ## N6 98.8600 99.5568
L7 1.9897 2050.5689 0.1893 112.1053 ## N7 98.3300 The text continues on section 5.