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e5y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 12:02.
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 38.0000 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 1679 421 N55#2 1614 390 N56#1 1208 360
N56#2 1600 392 N58#1 1212 360 N58#2 1605 391
N59#1 1228 360 N59#2 1620 388 N61#1 1224 360
N61#2 1623 389 N1#1 1208 360 N1#2 1826 526
N4#1 1140 360 N4#2 2139 621 N8#1 1154 334
N8#2 2325 683 N13#1 1208 360 N13#2 2275 669
N25#1 1212 360 N25#2 1613 391 N28#1 1220 360
N28#2 1528 396 N29#1 1204 360 N29#2 1794 514
N30#1 1204 360 N30#2 2300 720 N31#1 1208 360
N31#2 2301 683 N32#1 1228 360 N32#2 1216 360
N33#1 1228 360 N33#2 1622 390 N36#1 1224 360
N36#2 1619 389 N42#1 1212 360 N42#2 1617 391
N44#1 1212 360 N44#2 1621 391 N45#1 1216 360
N45#2 1596 392 N47#1 633 155 N47#2 1587 393
N48#1 1180 360 N48#2 1537 395 N50#1 1200 360
N50#2 1622 386 N52#1 1232 360 N52#2 1626 390
N63#1 1220 360 N63#2 1622 390 N64#1 1208 360
N64#2 1601 391 N66#1 1208 360 N66#2 1600 392
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 38.0000 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) 1.561800E+04 38.000
Total Infiltration 2.237130E+02 0.544
Total Evaporation 4.332654E+00 0.011
Surface Runoff from Watersheds 1.524565E+04 37.094
Total Water remaining in Surface Storage 1.590007E+02 0.387
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......... 1.563269E+04 38.036
Total Precipitation + Initial Storage. 1.561800E+04 38.000
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............... -0.0941
****************************************************
* 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.............. 1.524565E+04 37.094
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.................. 1.522540E+04 37.045
Initial Storage + Inflow.................... 1.524565E+04 37.094
Final Storage + Outflow + Diverted GW....... 1.522540E+04 37.045
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.1330
##################################################
# 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).... 38.00000 38.00000 38.00000 38.00000 38.00000 38.00000
Max Intensity (mm/hr).. 177.84000 177.84000 177.84000 177.84000 177.84000 177.84000
Pervious Area
-------------
Total Runoff Depth (mm) 36.89235 37.05815 0.00000 36.99247 0.00000 37.01974
Total Losses (mm)...... 0.87814 0.86592 0.00000 0.87268 0.00000 0.87037
Remaining Depth (mm)... 0.22950 0.07593 0.00000 0.13484 0.00000 0.10989
Peak Runoff Rate (cms). 0.18212 0.24792 0.00000 0.07539 0.00000 0.16222
Total Impervious Area
---------------------
Total Runoff Depth (mm) 38.11601 38.10311 37.97469 38.08265 37.98779 38.10575
Peak Runoff Rate (cms). 0.00296 0.00031 0.09273 0.00010 0.19009 0.00022
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 38.11601 38.10311 37.97469 38.08265 37.98779 38.10575
Peak Runoff Rate (cms). 0.00296 0.00031 0.09273 0.00010 0.19009 0.00022
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) 36.90459 37.05919 37.97469 36.99356 37.98779 37.02082
Peak Runoff Rate (cms). 0.18509 0.24823 0.09273 0.07549 0.19009 0.16243
Unit Runoff (mm/hr).... 111.97927 147.71922 160.30002 130.49322 164.29401 137.12410
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).... 38.00000 38.00000 38.00000 38.00000 38.00000 38.00000
Max Intensity (mm/hr).. 177.84000 177.84000 177.84000 177.84000 177.84000 177.84000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 37.12452 0.00000 37.10463 0.00000 36.93701
Total Losses (mm)...... 0.00000 0.85034 0.00000 0.85682 0.00000 0.87612
Remaining Depth (mm)... 0.00000 0.02514 0.00000 0.03855 0.00000 0.18687
Peak Runoff Rate (cms). 0.00000 0.06003 0.00000 0.08916 0.00000 0.68717
Total Impervious Area
---------------------
Total Runoff Depth (mm) 38.04426 38.22832 38.03014 38.18526 37.97601 38.12998
Peak Runoff Rate (cms). 0.05847 0.00007 0.09635 0.00010 0.10182 0.11509
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 38.04426 38.22832 38.03014 38.18526 37.97601 38.12998
Peak Runoff Rate (cms). 0.05847 0.00007 0.09635 0.00010 0.10182 0.11509
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) 38.04426 37.12563 38.03014 37.10571 37.97601 37.05631
Peak Runoff Rate (cms). 0.05847 0.06009 0.09635 0.08926 0.10182 0.80226
Unit Runoff (mm/hr).... 176.86128 167.80343 174.87942 162.00360 160.70337 124.98776
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).... 38.00000 38.00000 38.00000 38.00000 38.00000 38.00000
Max Intensity (mm/hr).. 177.84000 177.84000 177.84000 177.84000 177.84000 177.84000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 37.04142 0.00000 37.07492 0.00000 37.02860
Total Losses (mm)...... 0.00000 0.86808 0.00000 0.86328 0.00000 0.86949
Remaining Depth (mm)... 0.00000 0.09050 0.00000 0.06180 0.00000 0.10190
Peak Runoff Rate (cms). 0.00000 0.43259 0.00000 0.12497 0.00000 0.33198
Total Impervious Area
---------------------
Total Runoff Depth (mm) 37.77918 38.07886 38.05525 38.05828 37.97338 38.06226
Peak Runoff Rate (cms). 0.21095 0.23208 0.02939 0.11918 0.31274 0.22859
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 37.77918 38.07886 38.05525 38.05828 37.97338 38.06226
Peak Runoff Rate (cms). 0.21095 0.23208 0.02939 0.11918 0.31274 0.22859
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) 37.77918 37.35265 38.05525 37.51743 37.97338 37.39038
Peak Runoff Rate (cms). 0.21095 0.66467 0.02939 0.24415 0.31274 0.56057
Unit Runoff (mm/hr).... 114.29310 153.67943 177.83749 164.12455 159.89609 152.99925
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).... 38.00000 38.00000 38.00000 38.00000 38.00000 38.00000
Max Intensity (mm/hr).. 177.84000 177.84000 177.84000 177.84000 177.84000 177.84000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 37.02385 0.00000 36.72929 0.00000 36.97715
Total Losses (mm)...... 0.00000 0.86997 0.00000 0.88270 0.00000 0.87378
Remaining Depth (mm)... 0.00000 0.10618 0.00000 0.38801 0.00000 0.14908
Peak Runoff Rate (cms). 0.00000 0.42960 0.00000 0.71994 0.00000 0.70540
Total Impervious Area
---------------------
Total Runoff Depth (mm) 37.98848 38.10983 38.02064 38.01011 37.96812 38.13949
Peak Runoff Rate (cms). 0.51208 0.00057 0.05720 0.00142 0.10900 0.11065
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 37.98848 38.10983 38.02064 38.01011 37.96812 38.13949
Peak Runoff Rate (cms). 0.51208 0.00057 0.05720 0.00142 0.10900 0.11065
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) 37.98848 37.02494 38.02064 36.73057 37.96812 37.09338
Peak Runoff Rate (cms). 0.51208 0.43017 0.05720 0.72136 0.10900 0.81605
Unit Runoff (mm/hr).... 164.50100 138.18884 173.04219 91.23948 158.27605 132.24462
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).... 38.00000 38.00000 38.00000 38.00000 38.00000 38.00000
Max Intensity (mm/hr).. 177.84000 177.84000 177.84000 177.84000 177.84000 177.84000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 33.54640 0.00000 37.01449 0.00000 37.12133
Total Losses (mm)...... 0.00000 0.88992 0.00000 0.87086 0.00000 0.85154
Remaining Depth (mm)... 0.00000 3.56368 0.00000 0.11465 0.00000 0.02713
Peak Runoff Rate (cms). 0.00000 0.23923 0.00000 0.66114 0.00000 0.22990
Total Impervious Area
---------------------
Total Runoff Depth (mm) 37.96812 38.01029 37.98452 38.05812 38.03577 0.00000
Peak Runoff Rate (cms). 0.17441 0.16826 0.44987 0.46689 0.24211 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 37.96812 38.01029 37.98452 38.05812 38.03577 0.00000
Peak Runoff Rate (cms). 0.17441 0.16826 0.44987 0.46689 0.24211 0.00686
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) 37.96812 33.99279 37.98452 37.37976 38.03577 37.12133
Peak Runoff Rate (cms). 0.17441 0.40749 0.44987 1.12803 0.24211 0.22990
Unit Runoff (mm/hr).... 158.27605 41.31856 163.30553 150.54334 175.77671 166.90966
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).... 38.00000 38.00000 38.00000 38.00000 38.00000 38.00000
Max Intensity (mm/hr).. 177.84000 177.84000 177.84000 177.84000 177.84000 177.84000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 37.08375 0.00000 37.11073 0.00000 37.03421
Total Losses (mm)...... 0.00000 0.86165 0.00000 0.85507 0.00000 0.86889
Remaining Depth (mm)... 0.00000 0.05460 0.00000 0.03420 0.00000 0.09690
Peak Runoff Rate (cms). 0.00000 0.17543 0.00000 0.16682 0.00000 0.25980
Total Impervious Area
---------------------
Total Runoff Depth (mm) 38.03585 38.14396 38.03014 38.19848 37.99117 38.12091
Peak Runoff Rate (cms). 0.19855 0.00021 0.17343 0.00019 0.30510 0.00034
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 38.03585 38.14396 38.03014 38.19848 37.99117 38.12091
Peak Runoff Rate (cms). 0.19855 0.00021 0.17343 0.00019 0.30510 0.00034
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) 38.03585 37.08482 38.03014 37.11182 37.99117 37.03529
Peak Runoff Rate (cms). 0.19855 0.17564 0.17343 0.16701 0.30510 0.26014
Unit Runoff (mm/hr).... 175.78922 155.50753 174.87942 163.85439 165.30116 140.94217
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).... 38.00000 38.00000 38.00000 38.00000 38.00000 38.00000
Max Intensity (mm/hr).. 177.84000 177.84000 177.84000 177.84000 177.84000 177.84000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 37.04960 0.00000 36.97749 0.00000 36.92859
Total Losses (mm)...... 0.00000 0.86707 0.00000 0.87376 0.00000 0.87655
Remaining Depth (mm)... 0.00000 0.08333 0.00000 0.14876 0.00000 0.19487
Peak Runoff Rate (cms). 0.00000 0.12787 0.00000 0.12941 0.00000 0.14217
Total Impervious Area
---------------------
Total Runoff Depth (mm) 37.99476 38.13983 38.00269 38.07235 38.13829 38.04720
Peak Runoff Rate (cms). 0.14206 0.00016 0.06038 0.00018 0.00494 0.00022
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 37.99476 38.13983 38.00269 38.07235 38.13829 38.04720
Peak Runoff Rate (cms). 0.14206 0.00016 0.06038 0.00018 0.00494 0.00022
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) 37.99476 37.05069 38.00269 36.97858 38.13829 36.92971
Peak Runoff Rate (cms). 0.14206 0.12803 0.06038 0.12959 0.00494 0.14239
Unit Runoff (mm/hr).... 166.35498 145.23596 168.60382 127.14299 179.30899 117.47597
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).... 38.00000 38.00000 38.00000 38.00000 38.00000 38.00000
Max Intensity (mm/hr).. 177.84000 177.84000 177.84000 177.84000 177.84000 177.84000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 36.77972 0.00000 37.16627 0.00000 37.09236
Total Losses (mm)...... 0.00000 0.88161 0.00000 0.82648 0.00000 0.85984
Remaining Depth (mm)... 0.00000 0.33867 0.00000 0.00725 0.00000 0.04780
Peak Runoff Rate (cms). 0.00000 0.44827 0.00000 0.02898 0.00000 0.07835
Total Impervious Area
---------------------
Total Runoff Depth (mm) 37.89535 38.01528 37.95030 38.69308 38.04704 38.16009
Peak Runoff Rate (cms). 0.64490 0.00084 0.45897 0.00003 0.08296 0.00009
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 37.89535 38.01528 37.95030 38.69308 38.04704 38.16009
Peak Runoff Rate (cms). 0.64490 0.00084 0.45897 0.00003 0.08296 0.00009
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) 37.89535 36.78095 37.95030 37.16780 38.04704 37.09343
Peak Runoff Rate (cms). 0.64490 0.44910 0.45897 0.02901 0.08296 0.07844
Unit Runoff (mm/hr).... 137.70639 96.46513 152.85212 175.50642 177.15054 158.19386
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).... 38.00000 38.00000 38.00000 38.00000 38.00000 38.00000
Max Intensity (mm/hr).. 177.84000 177.84000 177.84000 177.84000 177.84000 177.84000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 37.07966 0.00000 37.01755 0.00000 36.99652
Total Losses (mm)...... 0.00000 0.86243 0.00000 0.87058 0.00000 0.87237
Remaining Depth (mm)... 0.00000 0.05791 0.00000 0.11187 0.00000 0.13111
Peak Runoff Rate (cms). 0.00000 0.18248 0.00000 0.28178 0.00000 0.43027
Total Impervious Area
---------------------
Total Runoff Depth (mm) 38.01569 38.13675 37.97827 38.10366 37.97207 38.08569
Peak Runoff Rate (cms). 0.19892 0.00022 0.32902 0.00038 0.52724 0.00060
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 38.01569 38.13675 37.97827 38.10366 37.97207 38.08569
Peak Runoff Rate (cms). 0.19892 0.00022 0.32902 0.00038 0.52724 0.00060
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) 38.01569 37.08071 37.97827 37.01864 37.97207 36.99761
Peak Runoff Rate (cms). 0.19892 0.18270 0.32902 0.28216 0.52724 0.43086
Unit Runoff (mm/hr).... 171.92940 154.23423 161.39849 136.56645 159.49165 131.43242
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
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
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| ################## |
| # # |
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160.000 = # # =
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| ################# # |
| # # |
120.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
| # # |
80.000 = # # =
################## # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
40.000 # ################## =
# # |
# ################# |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
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 8.7143 21.7857 520.0000
N2 6.2725 15.6812 0.0000
N3 31.6821 50.0000 0.0000
N4 17.2221 43.0553 0.0000
N5 48.9754 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 50.0000 50.0000 0.0000
N12 20.1092 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 33.1335 50.0000 0.0000
N15 19.6022 49.0054 0.0000
N24 19.9461 49.8654 0.0000
N25 34.0208 50.0000 0.0000
N26 21.1578 50.0000 0.0000
N27 42.5349 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 31.3987 50.0000 0.0000
N33 40.0060 50.0000 0.0000
N34 32.0608 50.0000 0.0000
N35 35.5766 50.0000 0.0000
N36 27.4812 50.0000 0.0000
N37 28.8301 50.0000 0.0000
N38 24.4315 50.0000 0.0000
N39 39.9167 50.0000 0.0000
N41 20.1546 50.0000 0.0000
N42 20.2421 50.0000 0.0000
N43 34.8089 50.0000 0.0000
N44 41.2602 50.0000 0.0000
N45 29.9428 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 34.7404 50.0000 0.0000
N47 34.1796 50.0000 0.0000
N48 36.7660 50.0000 0.0000
N49 48.1485 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N51 50.0000 50.0000 0.0000
N52 34.1243 50.0000 0.0000
N53 19.7127 49.2817 0.0000
N54 21.2767 50.0000 0.0000
N55 0.7191 1.7978 20140.0000
N56 1.2359 3.0898 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 27.8511 50.0000 0.0000
N62 37.5525 50.0000 0.0000
N63 0.5530 1.3825 925.0000
N64 27.5058 50.0000 0.0000
N65 36.2521 50.0000 0.0000
N66 29.6694 50.0000 0.0000
N67 11.3535 28.3838 0.0000
N68 8.3338 20.8346 0.0000
D1 13.1140 32.7849 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 3.9014 3.9014 10.9244 0.0833 0.0106 0.0800 Normal Soln
L2 4.2908 4.2908 13.0018 0.0000 0.0080 0.0574 Normal Soln
L3 6.4951 6.4951 29.9495 0.0000 0.0100 0.0839 Normal Soln
L4 5.9258 5.9258 25.4224 0.0000 0.0164 0.2350 Normal Soln
L5 3.6867 3.6867 15.4401 0.0000 0.0151 0.2880 Normal Soln
L6 3.8698 3.8698 22.3399 0.0000 0.0145 0.0447 Normal Soln
L7 3.6158 3.6158 50.0000 5.8333 0.0226 0.0324 Normal Soln
L8 3.0666 3.0666 50.0000 242.6667 0.0281 0.0450 Normal Soln
L9 5.8533 5.8533 23.0248 0.0000 0.0187 0.7005 Normal Soln
L10 4.0749 4.0749 28.2821 5.7500 0.0154 0.0167 Normal Soln
L11 6.1063 6.1063 50.0000 0.0000 0.1004 0.0448 Normal Soln
L12 5.2395 5.2395 50.0000 0.0000 0.1408 0.0382 Normal Soln
L13 5.7528 5.7528 50.0000 0.0000 0.1486 0.0902 Normal Soln
L14 4.4154 4.4154 15.0103 0.0000 0.0839 1.4382 Normal Soln
L15 5.3019 5.3019 23.9223 0.0000 0.1097 0.1283 Normal Soln
L24 8.0914 8.0914 28.2020 0.0000 0.0804 0.1125 Normal Soln
L25 5.7057 5.7057 24.7850 0.0000 0.0771 0.0700 Normal Soln
L26 4.7287 4.7287 15.0488 0.0000 0.0448 0.1708 Normal Soln
L27 4.8104 4.8104 15.7136 0.0000 0.0582 0.0163 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0070 0.0100 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0128 0.0261 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0109 0.0293 Normal Soln
L31 38.0791 38.0791 50.0000 0.0000 0.0256 0.0649 Normal Soln
L32 7.0533 7.0533 23.5747 0.0000 0.0227 0.5212 Normal Soln
L33 6.7733 6.7733 27.2809 0.0000 0.0069 0.0600 Normal Soln
L34 7.0216 7.0216 50.0000 0.0000 0.0304 0.2189 Normal Soln
L35 9.5136 9.5136 30.1176 0.0000 0.0376 0.0396 Normal Soln
L36 6.2407 6.2407 12.3384 0.0000 0.0248 0.0100 Normal Soln
W2637 14.5307 14.5307 50.0000 0.0000 0.0002 0.0002 Normal Soln
L37 8.5640 8.5640 43.3854 0.0000 0.0216 0.0233 Normal Soln
L38 4.5574 4.5574 16.3805 0.0000 0.0520 0.5972 Normal Soln
L39 3.1779 3.1779 12.9496 0.0000 -0.0501 0.0550 Normal Soln
L41 17.2822 17.2822 50.0000 0.0000 0.0470 0.4935 Normal Soln
4243 21.9086 21.9086 50.0000 0.0000 0.0404 0.2142 Normal Soln
4344 18.0314 18.0314 50.0000 0.0000 0.0365 0.1917 Normal Soln
6869 6.3091 6.3091 41.5991 0.0000 0.0151 0.2440 Normal Soln
4445 10.8967 10.8967 50.0000 0.0000 0.0398 0.1408 Normal Soln
4546 8.0748 8.0748 23.8518 0.0000 -0.2599 0.1286 Normal Soln
4647 5.7086 5.7086 18.6153 0.0000 0.0439 0.6194 Normal Soln
4754 10.2726 10.2726 35.4654 0.0000 -0.0530 0.1745 Normal Soln
4849 5.5192 5.5192 14.7230 0.0000 0.0065 0.0318 Normal Soln
4950 2.7920 2.7920 10.5224 0.0000 0.0074 0.0250 Normal Soln
5051 8.3643 8.3643 22.8027 0.0000 0.0105 0.0466 Normal Soln
5152 2.5779 2.5779 8.5260 0.0000 0.0106 0.0465 Normal Soln
5253 7.4316 7.4316 16.8069 0.0000 -0.0176 0.0579 Normal Soln
5354 9.7682 9.7682 50.0000 0.0000 -0.0229 0.0371 Normal Soln
5462 3.4388 3.4388 44.0457 0.0000 0.0447 0.0994 Normal Soln
5657 9.1211 9.1211 18.2263 0.0000 -0.0031 0.0014 Normal Soln
5758 47.1830 47.1830 50.0000 0.0000 0.0014 0.0012 Normal Soln
5859 10.4171 10.4171 26.7887 0.0000 0.0039 0.0363 Normal Soln
5960 10.7222 10.7222 26.0177 0.0000 0.0053 0.0337 Normal Soln
6061 10.8546 10.8546 50.0000 0.0000 0.0033 0.0170 Normal Soln
6162 11.1161 11.1161 22.0268 0.0000 0.0054 0.0146 Normal Soln
6465 10.6927 10.6927 34.4259 0.0000 -0.0460 0.1269 Normal Soln
6566 10.9065 10.9065 47.2288 0.0000 0.0379 0.1993 Normal Soln
6667 15.0477 15.0477 50.0000 0.0000 0.0205 0.2371 Normal Soln
L595 1.6385 1.6385 42.5703 0.0000 0.0599 0.2286 Normal Soln
5556ova 7.3355 7.3355 11.7709 0.0000 0.0040 0.0538 Normal Soln
5556unda 3.0893 3.0893 8.2374 0.0000 -0.0087 2.0367 Normal Soln
5663ova 42.0667 42.0667 50.0000 0.0000 0.0031 0.0882 Normal Soln
5663und 15.1061 15.1061 38.5454 0.0000 0.0050 2.2610 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0058 0.0045 Normal Soln
6364und 14.7189 14.7189 28.0466 0.0000 0.0061 2.0112 Normal Soln
6264ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6264und 1.2604 1.2604 2.9928 35.0000 0.0071 1.6886 Normal Soln
6768ova 6.0080 6.0080 14.2760 0.0000 0.0035 0.1247 Normal Soln
6768und 1.4998 1.4998 4.2099 70.6667 0.0066 1.3241 Normal Soln
The conduit with the smallest time step limitation was..L8
The conduit with the largest wobble was.................5663und
The conduit with the largest flow change in any
consecutive time step...................................4546
*===============================================*
* 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/ 0.10 / 91.58/
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/ 0.13 / 88.21/
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/ 0.36 / 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/ 0.05 / 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/ 0.32 /
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/ 13.18 / L14/ 0.45 / L15/ 4.17 /
L24/ 0.89 / L25/ 1.16 / L26/ 0.88 /
L27/ 1.38 / L28/ 0.18 / L29/ 0.41 /
L30/ 2.13 / L31/ 1.97 / L32/ 0.79 /
L33/ 0.06 / L34/ 3.92 / L35/ 0.68 /
L36/ 0.43 / W2637/ 0.00 / L37/ 1.63 /
L38/ 2.20 / L39/ 2.33 / L41/ 1.94 /
4243/ 1.42 / 4344/ 1.32 / 6869/ 2.14 /
4445/ 2.31 / 4546/ 0.68 / 4647/ 2.19 /
4754/ 1.36 / 4849/ 0.21 / 4950/ 0.47 /
5051/ 0.24 / 5152/ 0.47 / 5253/ 0.19 /
5354/ 1.20 / 5462/ 2.45 / 5657/ 0.35 /
5758/ 0.22 / 5859/ 0.07 / 5960/ 0.08 /
6061/ 0.37 / 6162/ 0.04 / 6465/ 0.83 /
6566/ 1.27 / 6667/ 4.09 / L595/ 2.94 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.06 /
5663und/ 0.15 / 6364ova/ 0.03 / 6364und/ 0.27 /
6264ova/ 0.00 / 6264und/ 0.54 / 6768ova/ 0.04 /
6768und/ 0.50 /
Junction/ EGL
N1/ 0.02 / N2/ 0.01 / 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/ 0.05 / N37/ 0.06 / N38/ 0.19 /
N39/ 0.21 / N41/ 0.10 / N42/ 0.10 /
N43/ 0.12 / N44/ 0.08 / N45/ 0.12 /
N69/ 0.07 / N46/ 0.13 / 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/ 18.42 /
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/ 10.79 /
N66/ 11.01 / N67/ 11.01 / N68/ 11.07 /
D1/ 21.23 /
Junction/ Max Volume
N1/ 0.72 / N2/ 0.56 / N3/ 0.64 /
N4/ 0.86 / N5/ 0.82 / N6/ 0.68 /
N7/ 1.22 / N8/ 1.75 / N9/ 2.18 /
N10/ 1.86 / N11/ 0.90 / N12/ 1.50 /
N13/ 2.10 / N14/ 2.66 / N15/ 0.41 /
N24/ 0.61 / N25/ 0.55 / N26/ 0.91 /
N27/ 0.52 / N28/ 0.27 / N29/ 0.36 /
N30/ 0.35 / N31/ 0.61 / N32/ 0.94 /
N33/ 0.35 / N34/ 0.83 / N35/ 0.86 /
N36/ 0.63 / N37/ 0.83 / N38/ 1.12 /
N39/ 1.07 / N41/ 1.05 / N42/ 1.07 /
N43/ 1.01 / N44/ 0.82 / N45/ 1.03 /
N69/ 1.31 / N46/ 1.21 / N47/ 1.19 /
N48/ 0.34 / N49/ 0.31 / N50/ 0.36 /
N51/ 0.43 / N52/ 0.57 / N53/ 0.97 /
N54/ 1.32 / N55/ 1.07 / N56/ 1.14 /
N57/ 0.01 / N58/ 0.13 / N59/ 0.16 /
N60/ 0.11 / N61/ 0.43 / N62/ 1.57 /
N63/ 1.30 / N64/ 0.97 / N65/ 1.49 /
N66/ 1.77 / N67/ 1.94 / N68/ 1.31 /
D1/ 1.74 /
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/ 6.62 / 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/ 0.16 /
L38/ 0.23 / L39/ 0.36 / L41/ 0.12 /
4243/ 0.09 / 4344/ 0.07 / 6869/ 0.20 /
4445/ 0.15 / 4546/ 0.05 / 4647/ 0.16 /
4754/ 0.08 / 4849/ 0.01 / 4950/ 0.03 /
5051/ 0.01 / 5152/ 0.03 / 5253/ 0.01 /
5354/ 0.10 / 5462/ 0.18 / 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/ 18.81 /
L7/ 69.46 / L8/ 143.27 / L9/ 0.29 /
L10/ 25.78 / L11/ 81.97 / L12/ 157.63 /
L13/ 205.33 / L14/ 0.26 / L15/ 3.89 /
L24/ 0.69 / L25/ 0.93 / L26/ 0.79 /
L27/ 2.09 / L28/ 1.68 / L29/ 4.76 /
L30/ 24.08 / L31/ 10.70 / L32/ 1.01 /
L33/ 0.01 / L34/ 4.32 / L35/ 1.00 /
L36/ 0.53 / W2637/ 0.00 / L37/ 3.85 /
L38/ 3.23 / L39/ 3.56 / L41/ 6.61 /
4243/ 5.25 / 4344/ 3.71 / 6869/ 3.96 /
4445/ 5.01 / 4546/ 1.19 / 4647/ 3.16 /
4754/ 2.60 / 4849/ 0.11 / 4950/ 0.15 /
5051/ 0.18 / 5152/ 0.18 / 5253/ 0.15 /
5354/ 2.92 / 5462/ 2.20 / 5657/ 0.00 /
5758/ 0.17 / 5859/ 0.04 / 5960/ 0.03 /
6061/ 0.13 / 6162/ 0.04 / 6465/ 1.86 /
6566/ 4.17 / 6667/ 32.04 / L595/ 1.32 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.05 / 6364ova/ 0.00 / 6364und/ 1.62 /
6264ova/ 0.00 / 6264und/ 0.49 / 6768ova/ 0.00 /
6768und/ 0.36 /
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/ 0.06 /
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/ 91.58/
4243/ 91.58/ 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/ 88.21/
6566/ 88.21/ 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........ 16205
Total number of time steps during simulation.... 9969
Ratio of actual # of time steps / NTCYC......... 2.308
Average number of iterations per time step...... 1.626
Average time step size(seconds)................ 2.167
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.106
Average minimum implicit time step (sec)........ 2.901
Average minimum junction time step (sec)........ 2.901
Average Courant Factor Tf....................... 2.901
Number of times omega reduced................... 265
*=========================================================*
| 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 1.16 11613 0 6 0 0 0
N2 0 1.17 11628 5 17 2 0 0
N3 0 1.15 11505 0 8 0 0 0
N4 0 1.18 11717 0 6 0 0 0
N5 0 1.31 13014 0 12 1 0 0
N6 0 1.49 14811 0 11 2 0 0
N7 0 2.21 22065 0 13 2 0 0
N8 0 3.06 30477 111 16 69 0 0
N9 0 2.46 24562 42 19 47 0 0
N10 0 1.15 11416 1 8 0 0 0
N11 0 1.72 17142 0 31 1 1 0
N12 0 2.49 24839 1 14 1 0 0
N13 0 2.85 28374 0 9 0 0 0
N14 0 2.33 23208 5 10 1 0 0
N15 0 1.14 11396 0 7 0 0 0
N24 0 1.16 11538 1 14 1 0 0
N25 0 1.15 11493 0 7 0 0 0
N26 0 1.24 12372 1 11 2 0 0
N27 0 1.18 11760 0 7 0 0 0
N28 0 1.07 10629 0 6 0 0 0
N29 0 1.14 11413 0 13 1 0 0
N30 0 1.18 11745 0 14 2 0 0
N31 0 1.08 10767 0 15 2 0 0
N32 0 1.15 11420 0 7 0 0 0
N33 0 1.15 11432 0 10 1 0 0
N34 0 1.16 11591 0 7 0 0 0
N35 0 1.24 12350 2 7 0 0 0
N36 0 1.13 11218 1 7 0 0 0
N37 0 1.18 11789 0 10 1 0 0
N38 0 1.25 12414 0 19 1 0 0
N39 0 1.14 11401 0 9 0 0 0
N41 0 1.19 11883 0 9 0 0 0
N42 0 1.21 12092 2 18 1 0 0
N43 0 1.20 11981 0 7 0 0 0
N44 0 1.17 11640 0 7 0 0 0
N45 0 1.17 11665 0 6 0 0 0
N69 0 1.28 12733 5 9 0 0 0
N46 0 1.20 11979 0 6 0 0 0
N47 0 1.17 11657 0 6 0 0 0
N48 0 1.13 11221 0 5 0 0 0
N49 0 1.20 11915 1 8 0 0 0
N50 0 1.17 11650 0 6 0 0 0
N51 0 1.42 14120 0 7 0 0 0
N52 0 1.36 13517 0 8 0 0 0
N53 0 1.70 16955 0 7 0 0 0
N54 0 1.80 17903 1 9 0 0 0
N55 0 1.15 11473 0 7 0 0 0
N56 0 1.23 12270 9 17 1 0 0
N57 0 1.02 10201 0 5 0 0 0
N58 0 1.10 10966 0 30 1 1 0
N59 0 1.15 11446 0 8 0 0 0
N60 0 1.16 11554 0 7 0 0 0
N61 0 1.13 11216 0 6 0 0 0
N62 0 2.16 21559 0 10 1 0 0
N63 0 1.33 13216 1 24 15 0 0
N64 0 1.21 12102 0 18 10 0 0
N65 0 1.17 11667 0 6 0 0 0
N66 0 1.24 12408 0 6 0 0 0
N67 0 1.37 13660 2 7 0 0 0
N68 0 1.28 12753 1 6 0 0 0
D1 0 1.85 18438 73 9 0 0 0
Total number of iterations for all junctions.. 840939
Minimum number of possible iterations......... 608109
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 103.5484 0 15 0.0000 6.4516 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.2736 0 15 0.0000 7.7264 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.0245 0 15 0.0000 8.9755 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.3238 0 15 0.0000 9.6762 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.8614 0 15 0.0000 10.1386 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5414 0 15 0.0000 10.4586 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5505 0 15 0.0000 10.4495 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5517 0 15 0.0000 10.4483 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5519 0 16 0.0000 10.4481 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8574 0 16 0.0000 11.1426 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6031 0 15 0.0000 12.3969 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6044 0 15 0.0000 12.3956 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6046 0 15 0.0000 12.3954 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6053 0 15 0.0000 12.3947 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.8693 0 16 0.0000 15.1307 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.6428 0 16 0.0000 15.3572 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.1447 0 15 0.0000 15.8553 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.7619 0 16 0.0000 16.2381 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.2585 0 16 0.0000 16.7415 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.7748 0 16 0.0000 9.2252 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.8647 0 16 0.0000 6.1353 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.8487 0 19 0.0000 4.1513 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.1090 0 17 0.0000 11.8910 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.7372 0 20 0.0000 14.2628 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8616 0 15 0.0000 12.1384 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.9007 0 20 0.0000 15.0993 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.8349 0 20 0.0000 15.1651 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6090 0 20 0.0000 16.3910 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.1359 0 18 0.0000 16.8641 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.1190 0 18 0.0000 16.8810 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.0526 0 18 0.0000 16.9474 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 92.9269 0 18 0.0000 17.0731 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.5519 0 20 0.0000 17.4481 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.6583 0 21 0.0000 18.3417 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 90.8234 0 22 0.0000 19.1766 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.7289 0 23 0.0000 19.2711 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 88.9923 0 38 0.0000 21.0077 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.5494 0 29 0.0000 19.4506 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.5120 0 30 0.0000 9.4880 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.9165 0 15 0.0000 8.0835 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 90.7193 0 15 0.0000 8.2807 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 90.6941 0 15 0.0000 8.3059 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.4962 0 31 0.0000 8.5038 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.4960 0 30 0.0000 8.5040 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.4957 0 30 0.0000 8.5043 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.4954 0 30 0.0000 8.5046 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 99.9868 0 15 0.0000 10.0132 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5385 0 15 0.0000 10.4615 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2378 0 16 0.0000 10.7622 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5663 0 15 0.0000 6.4337 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7645 0 15 0.0000 7.2355 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2659 0 15 0.0000 7.7341 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.9295 0 15 0.0000 8.0705 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.4946 0 31 0.0000 8.5054 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0519 0 15 0.0000 1.9481 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.6027 0 36 0.0000 9.3973 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.5672 0 37 0.0000 9.4328 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.5537 0 37 0.0000 9.4463 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.5467 0 37 0.0000 9.4533 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.1527 0 38 0.0000 9.8473 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.4945 0 31 0.0000 19.5055 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 0.9023 0 15 0.9616 0 15 0.0379 103.5484 102.2736 .3592 .2818
L2 31.3792 2.1255 2000.000 0.8977 0 15 0.8462 0 15 0.0286 102.2736 101.0245 .2818 .3222
L3 21.1637 1.3610 2000.000 0.8880 0 15 0.5342 0 15 0.0420 101.0244 100.3238 .3222 .4319
L4 14.8201 1.0611 2000.000 1.7274 0 15 0.6294 0 15 0.1166 100.3238 99.8614 .4319 .4107
L5 14.1212 0.8828 2000.000 1.7155 0 15 0.6477 0 15 0.1215 99.8614 99.5414 .4107 .3407
L6 107.6004 6.2327 2000.000 1.7129 0 15 0.4566 0 15 0.0159 99.5414 99.5505 .3407 .6102
L7 212.9831 7.4760 2500.000 1.7078 0 16 0.1663 0 15 0.0080 99.5504 99.5517 .4882 .7007
L8 226.7844 7.2108 2500.000 1.9375 0 15 0.0978 0 15 0.0085 99.5517 99.5519 .7007 .8728
L9 5.4768 0.2939 750.0000 1.9104 0 16 0.4343 0 16 0.3488 99.5519 99.3854 .4426 .2339
L10 230.8083 6.4968 2000.000 1.9103 0 16 0.3536 0 16 0.0083 98.8574 97.6031 .0787 .4516
L11 134.5580 5.4504 2000.000 1.9272 0 16 0.2122 0 16 0.0143 97.6031 97.6044 .4516 .7522
L12 167.9513 6.1300 2500.000 1.9432 0 16 0.1369 0 16 0.0116 97.6044 97.6046 .6018 .8419
L13 106.1819 4.1063 2750.000 2.6659 0 15 0.1570 0 15 0.0251 97.6046 97.6053 .7653 .9656
L14 3.7006 0.2681 800.0000 2.6585 0 15 0.6662 0 15 0.7184 97.6053 97.5245 .5817 .4932
L15 41.4767 1.7798 1500.000 2.6556 0 16 0.5435 0 15 0.0640 94.8693 94.6428 .2729 .4085
L24 46.8109 1.7908 2000.000 2.6316 0 16 0.7092 0 16 0.0562 94.6428 94.1447 .3064 .2773
L25 97.5504 2.8659 2500.000 3.4146 0 15 0.6456 0 15 0.0350 94.1447 93.7619 .2219 .3648
L26 39.8090 1.2386 3000.000 3.3988 0 16 0.9968 0 16 0.0854 93.7619 93.2585 .3040 .1728
L27 416.5903 6.9969 3500.000 3.3968 0 16 0.9230 0 13 0.0082 93.2585 93.1190 .1481 .3197
L28 142.9406 2.4129 2000.000 0.7132 0 16 0.6241 0 15 0.0050 120.7748 113.8647 .1374 .1824
L29 111.2914 2.2238 2000.000 1.4445 0 17 0.9231 0 17 0.0130 113.8647 105.8487 .1824 .1743
L30 121.4510 2.4983 2000.000 1.7829 0 19 0.6723 0 19 0.0147 105.8487 98.1090 .1743 .3045
L31 81.3908 1.8198 2000.000 2.6464 0 17 0.5556 0 15 0.0325 98.1090 95.7372 .3045 .4686
L32 10.6189 1.0497 1500.000 2.7508 0 20 0.8930 0 20 0.2591 95.7372 94.9007 .6248 .5538
L33 13.2107 0.8025 900.0000 0.3680 0 15 0.3666 0 15 0.0279 97.8616 97.3100 .3906 .2111
L34 27.1462 0.7567 2000.000 2.8973 0 20 0.3050 0 19 0.1067 94.9007 94.8349 .4154 .4325
L35 151.1332 2.3985 2800.000 2.9064 0 20 0.7195 0 20 0.0192 94.8349 93.6090 .3089 .2247
L36 604.2278 7.2058 3400.000 3.0054 0 20 1.4639 0 12 0.0050 93.6090 93.1359 .1850 .2429
W2637 41.0450 1.2356 2000.000 0.0033 0 16 0.0619 0 16 0.0001 93.7619 93.6224 .0209 .0012
L37 268.7941 4.1638 3600.000 3.1151 0 20 0.5417 0 25 0.0116 93.1359 93.1190 .2294 .3108
L38 20.3679 0.8611 2000.000 6.0752 0 17 0.8548 0 14 0.2983 93.1190 93.0526 .5595 .5363
L39 220.6626 2.1612 4000.000 -6.0462 0 18 -0.7722 0 16 -0.0274 93.0526 92.9269 .2181 .2367
L41 24.3580 0.8853 2000.000 5.9848 0 18 0.6032 0 18 0.2457 92.9269 92.5519 .5235 .5360
4243 57.3946 1.4914 2000.000 6.1452 0 20 0.7085 0 16 0.1071 92.5519 91.6583 .5360 .5041
4344 63.4676 1.7564 2000.000 6.0864 0 21 0.8083 0 20 0.0959 91.6583 90.8234 .5041 .4117
6869 43.1813 0.6276 2800.000 5.2640 0 38 0.4808 0 38 0.1219 89.1527 88.9923 .4688 .4687
4445 86.8567 1.9041 2500.000 6.1219 0 22 0.5753 0 22 0.0705 90.8234 90.7289 .3294 .4116
4546 96.3889 3.0307 2500.000 6.1858 0 23 1.0494 0 13 0.0642 90.7289 90.5494 .4116 .4838
4647 19.5453 0.7456 2500.000 6.0255 0 23 1.0745 0 20 0.3083 90.5494 90.5120 .4838 .4768
4754 69.8137 1.6227 2500.000 5.7756 0 23 0.8742 0 19 0.0827 90.5120 90.4954 .4768 .5262
4849 68.7768 2.2981 2000.000 1.0927 0 15 0.8151 0 15 0.0159 90.9165 90.7193 .1682 .1547
4950 88.3261 2.2234 2360.000 1.0917 0 15 0.5702 0 15 0.0124 90.7193 90.6941 .1311 .1543
5051 69.6722 2.5632 2000.000 1.5657 0 15 0.8333 0 15 0.0225 90.6941 90.4962 .1821 .2131
5152 86.0599 3.2001 2000.000 1.5611 0 15 0.7047 0 18 0.0181 90.4962 90.4960 .2131 .2830
5253 70.2593 2.7867 2000.000 1.6991 0 15 1.1900 0 15 0.0242 90.4960 90.4957 .2830 .4829
5354 215.9379 3.0206 2500.000 1.6606 0 15 0.4305 0 11 0.0077 90.4957 90.4954 .3863 .4942
5462 217.9611 2.6925 2500.000 5.3634 0 26 0.2724 2 0 0.0246 90.4954 90.4946 .4942 .6298
5657 69.9273 5.9238 Section 4
400.0000 0.0494 0 15 0.3292 0 15 0.0007 99.5385 99.2378 .0212 .0194
5758 51.4571 6.0705 500.0000 0.0298 0 16 0.0333 0 16 0.0006 99.2378 92.5663 .0155 .2525
5859 18.9395 2.2745 1000.000 0.3405 0 15 0.6719 0 16 0.0180 92.5663 91.7645 .1263 .1645
5960 27.1929 2.5298 1000.000 0.4518 0 15 0.6535 0 15 0.0166 91.7645 91.2659 .1645 .1059
6061 52.8129 3.1658 1000.000 0.4496 0 15 0.1660 0 15 0.0085 91.2659 90.9295 .1059 .4295
6162 84.2671 4.7255 2000.000 0.6076 0 15 1.3636 0 9 0.0072 90.9295 90.4946 .2148 .7873
6465 90.4168 2.4565 2400.000 5.7376 0 27 0.9295 0 9 0.0635 89.6027 89.5672 .4053 .6197
6566 57.6108 1.7304 2400.000 5.3923 0 29 0.7413 0 13 0.0936 89.5672 89.5537 .6197 .7391
6667 54.3218 0.8545 2400.000 5.3089 0 35 0.3099 0 7 0.0977 89.5537 89.5467 .7391 .8070
L595 217.9611 2.6925 2500.000 5.4267 0 30 0.1915 0 0 0.0249 90.4946 90.4944 .6298 .6978
5556ova 8.0165 3.7039 500.0000 0.2157 0 15 1.3593 0 15 0.0269 99.9868 99.5385 .2736 .2770
5556unda 0.2730 2.4721 375.0000 0.2171 0 15 1.9425 0 15 0.7950 99.9868 99.5385 2.844 2.849
5663ova 7.0634 3.0050 500.0000 0.3116 0 15 1.1239 0 15 0.0441 99.5385 98.1381 .2770 .2762
5663und 0.2114 1.9145 375.0000 0.2349 0 15 2.1533 0 15 1.1110 99.5385 97.3422 3.035 .9126
6364ova 109.2892 6.1392 1800.000 0.2459 0 15 0.6043 0 15 0.0022 97.0519 89.9288 .0288 .0160
6364und 0.6735 4.2350 450.0000 0.6278 0 12 3.9220 0 20 0.9321 97.0519 89.6027 2.893 2.161
6264ova 48.9163 1.4846 800.0000 0.0000 0 0 0.0000 0 0 0.0000 89.6027 89.6027 .0000 .0000
6264und 3.2349 3.4667 1090.000 2.6951 0 30 3.0074 0 30 0.8331 90.4944 89.6027 1.600 .8924
6768ova 22.4678 1.2234 600.0000 1.4013 0 38 0.7005 0 38 0.0624 89.5467 89.4889 .2445 .1816
6768und 3.2349 3.4667 1090.000 2.0331 0 29 2.1382 0 29 0.6285 89.5467 89.1527 1.455 1.204
FREE # 1 Undefnd Undefnd Undefn 5.2640 0 38
*==================================================*
| 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 0.2744 0.9386 0.6155
L2 0.0000 360.0000 0.0000 0.0000 0.2835 1.0628 0.5100
L3 0.0000 360.0000 0.0000 0.0000 0.3516 1.6653 0.4022
L4 0.0000 360.0000 0.0000 0.0000 0.4171 2.7465 0.5295
L5 0.0000 360.0000 0.0000 0.0000 0.4137 2.6489 0.4863
L6 0.0000 360.0000 0.0000 0.0000 0.4308 3.7595 0.4337
L7 0.0000 360.0000 0.0000 0.0000 0.7230 10.2808 0.2467
L8 0.0000 360.0000 0.0000 0.0000 0.9897 19.8494 0.1918
L9 0.0000 0.0000 0.0000 360.0000 0.1628 4.3987 0.1102
L10 0.0000 360.0000 0.0000 0.0000 0.3695 5.4088 0.1873
L11 0.0000 360.0000 0.0000 0.0000 0.5864 9.0891 0.2553
L12 0.0000 360.0000 0.0000 0.0000 0.8776 14.2034 0.2470
L13 0.0000 360.0000 0.0000 0.0000 0.8747 16.9841 0.3736
L14 0.0000 0.0000 0.0000 360.0000 0.2337 3.9911 0.2864
L15 0.0000 360.0000 0.0000 0.0000 0.3634 4.8963 0.2770
L24 0.0000 360.0000 0.0000 0.0000 0.3061 3.7137 0.4131
L25 0.0000 360.0000 0.0000 0.0000 0.4524 5.3063 0.4719
L26 0.0000 360.0000 0.0000 0.0000 0.4462 3.4102 0.7127
L27 0.0000 360.0000 0.0000 0.0000 0.4169 4.0442 0.6961
L28 0.0000 360.0000 0.0000 0.0000 0.2156 1.1450 0.1991
L29 0.0000 360.0000 0.0000 0.0000 0.2634 1.5653 0.3251
L30 0.0000 360.0000 0.0000 0.0000 0.3278 2.6561 0.3210
L31 0.0000 360.0000 0.0000 0.0000 0.3389 5.1504 0.4095
L32 0.0000 360.0000 0.0000 0.0000 0.4261 3.0810 0.7874
L33 0.0000 0.0000 0.0000 360.0000 0.1160 1.0040 0.0993
L34 0.0000 360.0000 0.0000 0.0000 0.4839 9.5148 0.2582
L35 0.0000 360.0000 0.0000 0.0000 0.2433 4.0488 0.5331
L36 0.0000 360.0000 0.0000 0.0000 0.2118 3.7168 0.7414
W2637 355.9444 0.0000 0.0000 4.0556 0.0120 0.0535 0.0014
L37 0.0000 360.0000 0.0000 0.0000 0.5063 6.4411 0.4850
L38 0.0000 360.0000 0.0000 0.0000 0.5008 7.2478 0.9212
L39 0.0000 96.5417 263.4583 0.0000 0.5589 7.9252 0.6948
L41 0.0000 360.0000 0.0000 0.0000 0.6412 9.9717 0.6351
4243 0.0000 360.0000 0.0000 0.0000 0.4222 8.9481 0.7132
4344 1.2083 358.7917 0.0000 0.0000 0.3854 7.5491 0.7372
6869 7.0000 353.0000 0.0000 0.0000 0.7228 10.9488 0.6310
4445 0.2083 359.7917 0.0000 0.0000 0.6023 10.6579 0.5321
4546 0.2083 359.7917 0.0000 0.0000 0.4645 6.7393 1.0506
4647 1.0417 358.9583 0.0000 0.0000 0.6818 7.4548 1.0557
4754 0.2083 359.7917 0.0000 0.0000 0.6785 12.3832 0.7341
4849 0.2083 359.7917 0.0000 0.0000 0.1860 1.3406 0.2631
4950 0.2917 359.7083 0.0000 0.0000 0.2504 1.9162 0.1918
5051 0.2083 359.7917 0.0000 0.0000 0.2089 1.8797 0.2991
5152 0.3750 359.6250 0.0000 0.0000 0.3380 3.2010 0.2605
5253 0.2083 359.7917 0.0000 0.0000 0.4539 4.8489 0.3952
5354 0.2083 356.7500 0.0000 3.0417 0.8761 25.3419 0.0937
5462 3.2083 356.7917 0.0000 0.0000 1.1171 35.0805 0.2166
5657 356.8889 3.1111 0.0000 0.0000 0.0050 0.1505 0.0024
5758 291.3889 68.6111 0.0000 0.0000 0.0558 0.8941 0.0022
5859 0.2083 359.7917 0.0000 0.0000 0.1132 0.5117 0.0967
5960 0.2083 359.7917 0.0000 0.0000 0.0858 0.6914 0.0883
6061 0.8750 359.1250 0.0000 0.0000 0.1700 2.7091 0.0444
6162 0.2083 359.7917 0.0000 0.0000 0.3874 5.2360 0.4921
6465 0.2083 359.7917 0.0000 0.0000 0.5393 8.8539 0.9110
6566 0.8750 359.1250 0.0000 0.0000 0.8002 16.3961 0.6922
6667 0.2083 359.7917 0.0000 0.0000 1.0239 39.1112 0.2522
L595 0.8750 359.1250 0.0000 0.0000 1.2588 43.4387 0.2066
5556ova 345.6250 13.5417 0.0000 0.8333 0.0665 0.1587 0.1869
5556unda 0.2083 29.3542 0.0000 330.4375 0.1104 0.1136 2.0735
5663ova 341.6667 0.0000 0.0000 18.3333 0.0720 0.2776 0.1552
5663und 0.2083 0.0000 0.0000 359.7917 0.1117 0.1091 1.5942
6364ova 352.1146 0.0000 0.0000 7.8854 0.0409 0.4069 0.0244
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1637 4.1693
6264ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6264und 1.4583 358.5417 0.0000 0.0000 0.3304 0.9138 4.0191
6768ova 335.2917 0.0000 0.0000 24.7083 0.0936 2.0007 0.0895
6768und 6.9167 353.0833 0.0000 0.0000 0.3315 0.9577 2.9578
*===========================================*
| 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 0.0441 952.1439 0.0013 1.0000 0.2990 0.0593 0.0891 12.8714
L2 0.0442 953.8183 0.0014 1.0000 0.2541 0.0581 0.1048 12.8714
L3 0.0442 954.3620 0.0016 1.0000 0.1631 0.0725 0.1617 12.8714
L4 0.0834 1802.3232 0.0024 1.0000 0.0742 0.1097 0.3315 12.8714
L5 0.0836 1804.9471 0.0030 1.0000 0.0344 0.2151 0.8164 12.8714
L6 0.0836 1806.0357 0.0042 1.0000 0.0162 0.3218 2.1783 3.0175
L7 0.0836 1805.9262 0.0064 1.0000 0.0040 0.5998 7.2823 3.0035
L8 0.0938 2026.3000 0.0093 1.0000 0.0019 0.8493 15.3511 3.0033
L9 0.0938 2027.1306 0.0025 1.0000 0.2376 0.0339 0.5221 6.4357
L10 0.0939 2028.7296 0.0028 1.0000 0.0372 0.2432 3.4013 6.6574
L11 0.0935 2018.9685 0.0052 1.0000 0.0058 0.4788 6.3664 3.0084
L12 0.0924 1996.7401 0.0050 1.0000 0.0027 0.7694 11.1776 3.0061
L13 0.1269 2740.0869 0.0083 1.0000 0.0026 0.8557 13.5138 3.0088
L14 0.1262 2726.5554 0.0035 1.0000 0.2414 0.0962 0.4558 6.4357
L15 0.1265 2731.8830 0.0038 1.0000 0.0929 0.0937 0.9144 8.6069
L24 0.1264 2730.7148 0.0035 1.0000 0.2261 0.0634 0.4065 8.5809
L25 0.1665 3595.4305 0.0045 1.0000 0.1640 0.0890 0.6377 8.6064
L26 0.1670 3606.8417 0.0039 1.0000 0.2342 0.0951 0.4429 8.5809
L27 0.1673 3614.5942 0.0037 1.0000 0.1280 0.1224 0.7053 4.2905
L28 0.0514 1110.5067 0.0012 1.0000 0.3420 0.0447 0.1680 8.5809
L29 0.0966 2086.8648 0.0016 1.0000 0.2727 0.0591 0.2694 8.5809
L30 0.1624 3507.3667 0.0021 1.0000 0.2160 0.1110 0.6473 8.5809
L31 0.2305 4978.0008 0.0041 1.0000 0.1445 0.1305 0.9182 8.5809
L32 0.2500 5400.0959 0.0032 1.0000 0.2619 0.1464 0.5663 10.7262
L33 0.0143 309.3009 0.0007 1.0000 0.3726 0.0194 0.0684 12.8714
L34 0.2659 5742.7730 0.0037 1.0000 0.0583 0.1783 2.3000 10.7262
L35 0.2668 5762.8558 0.0032 1.0000 0.3189 0.1154 0.6546 10.7262
L36 0.2802 6051.7783 0.0032 1.0000 0.5872 0.0882 0.4137 3.8614
W2637 0.0000 0.4524 0.0000 0.0146 0.0064 0.0001 0.0005 0.1000
L37 0.2813 6075.6128 0.0038 1.0000 0.1609 0.1475 1.0304 3.8614
L38 0.4502 9724.5929 0.0070 1.0000 0.1378 0.1861 1.1815 3.8614
L39 -0.4511 -9743.295 0.0069 1.0000 0.0000 0.1632 1.4833 8.5809
L41 0.4553 9834.6256 0.0063 1.0000 0.1490 0.1745 1.6418 8.5809
4243 0.4858 10492.909 0.0058 0.9993 0.2189 0.1496 1.2763 5.5514
4344 0.4899 10582.817 0.0069 0.9968 0.2716 0.1366 1.1315 0.0718
6869 0.7595 16405.359 0.0084 0.9829 0.1230 0.2830 2.8437 0.1491
4445 0.5047 10902.568 0.0072 0.9993 0.1369 0.1674 2.1716 4.8574
4546 0.5170 11166.440 0.0071 0.9993 0.3488 0.1608 1.0276 3.4696
4647 0.5179 11186.961 0.0067 0.9972 0.1415 0.2129 1.4713 0.0508
4754 0.5274 11391.181 0.0068 0.9993 0.2860 0.1667 1.7593 3.4696
4849 0.0587 1268.0088 0.0016 0.9993 0.3639 0.0345 0.1542 3.4696
4950 0.0588 1270.2792 0.0017 0.9991 0.1583 0.0440 0.2896 3.1965
5051 0.0793 1712.7761 0.0022 0.9993 0.4169 0.0396 0.2450 3.4696
5152 0.0792 1711.6111 0.0030 0.9989 0.1642 0.0655 0.4630 3.1965
5253 0.0856 1849.9811 0.0028 0.9993 0.6015 0.0702 0.5442 3.4696
5354 0.0867 1873.1341 0.0050 0.9992 0.0713 0.1372 3.5048 3.3359
5462 0.6147 13278.479 0.0106 0.9920 0.2335 0.2090 5.7650 0.0803
5657 0.0002 4.1635 0.0001 0.0113 0.0149 0.0001 0.0018 0.0200
5758 0.0002 4.3198 0.0000 0.2935 0.0026 0.0064 0.1004 0.0350
5859 0.0174 375.3318 0.0007 0.9993 0.3276 0.0160 0.0612 4.1635
5960 0.0218 471.3794 0.0007 0.9993 0.3735 0.0124 0.0696 3.4696
6061 0.0219 473.3738 0.0007 0.9976 0.0825 0.0287 0.3525 1.3502
6162 0.0300 647.4018 0.0008 0.9993 0.2055 0.0753 0.6285 3.4696
6465 0.7146 15434.370 0.0079 0.9993 0.3001 0.1942 1.8460 3.4696
6566 0.7145 15433.284 0.0074 0.9975 0.1529 0.2703 3.4635 1.9837
6667 0.7577 16367.083 0.0067 0.9993 0.0430 0.3619 9.2337 5.5514
L595 0.6439 13907.432 0.0271 0.9975 0.1266 0.2846 8.2067 1.5288
5556ova 0.0035 75.9208 0.0003 0.0569 0.0473 0.0028 0.0051 0.0201
5556unda 0.0172 371.8161 0.0004 0.9993 1.5064 0.0262 0.0155 0.9715
5663ova 0.0070 151.6404 0.0004 0.0750 0.0654 0.0035 0.0107 0.0201
5663und 0.0211 454.8930 0.0004 0.9993 1.2185 0.0310 0.0179 0.9715
6364ova 0.0030 64.5771 0.0003 0.0294 0.0370 0.0008 0.0079 0.0500
6364und 0.0399 861.1928 0.0011 0.9993 0.8270 0.0581 0.0512 0.9715
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
6264und 0.6438 13905.129 0.0034 0.9964 0.5795 0.1539 0.2889 0.2675
6768ova 0.0525 1133.3101 0.0010 0.1191 0.0780 0.0077 0.1483 0.0200
6768und 0.7066 15263.587 0.0026 0.9830 0.6279 0.1533 0.3391 0.0140
FREE # 1 0.7596 16406.676
*===============================================================*
| 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 0.8923 0.0000 1.2236 0.5092 0.6618 103.5457 102.2700 Max Flow
L2 0.8819 0.0000 0.9553 0.4469 0.5600 102.2700 101.0175 Max Flow
L3 0.8625 0.0000 0.4048 0.4422 0.6374 101.0175 100.3192 Max Flow
L4 1.6984 0.0000 0.4588 0.5209 0.8512 100.3192 99.8524 Max Flow
L5 1.6645 0.0000 0.3003 0.4360 0.8388 99.8524 99.5373 Max Flow
L6 1.6525 0.0000 0.0090 0.5149 0.4418 99.5376 99.5456 Max Flow
L7 1.6340 0.0000 0.0005 0.4737 0.4024 99.5458 99.5469 Max Flow
L8 1.8848 0.0000 0.0001 0.4816 0.4159 99.5469 99.5471 Max Flow
L9 1.8260 0.0000 0.1493 0.1727 0.4620 99.5471 99.3827 Max Flow
L10 1.8190 0.0000 0.0281 0.1772 0.1514 98.8529 97.6007 Max Flow
L11 1.7955 0.0000 0.0019 0.4386 0.4059 97.6007 97.6017 Max Flow
L12 1.7639 0.0000 0.0004 0.5033 0.4504 97.6017 97.6019 Max Flow
L13 2.5980 0.0000 0.0007 0.7131 0.6633 97.6019 97.6020 Max Flow
L14 2.5480 0.0000 0.0645 0.3940 0.5534 97.6021 97.5240 Max Flow
L15 2.5232 0.0000 0.1900 0.2422 0.3972 94.8580 94.6248 Max Flow
L24 2.4449 0.0000 0.4750 0.4078 0.5805 94.6248 94.1375 Max Flow
L25 3.3134 0.0000 0.2181 0.4172 0.5454 94.1375 93.7432 Max Flow
L26 3.2132 0.0000 0.4330 0.5024 0.9904 93.7432 93.2434 Max Flow
L27 3.1817 0.0000 0.1021 0.5301 0.4988 93.2434 93.0278 Max Flow
L28 0.6657 0.0000 4.1072 0.1868 0.2636 120.7653 113.8490 Max Flow
L29 1.3251 0.0000 7.6046 0.2417 0.3361 113.8371 105.8473 Max Flow
L30 1.7703 0.0000 2.9970 0.2510 0.3459 105.8473 98.1041 Max Flow
L31 2.5975 0.0000 0.9629 0.4260 0.6030 98.1040 95.7371 Max Flow
L32 2.7430 0.0000 0.8120 0.6327 0.9084 95.7371 94.9005 Max Flow
L33 0.3657 0.0000 0.5345 0.1896 0.3131 97.8609 97.3096 Max Flow
L34 2.8967 0.0000 0.0669 0.3379 0.7762 94.9005 94.8343 Max Flow
L35 2.8820 0.0000 1.1731 0.6866 0.7984 94.8343 93.6087 Max Flow
L36 3.0011 0.0000 0.2096 0.6357 0.6325 93.6087 93.1236 Max Flow
W2637 0.0011 0.0000 0.1193 0.0008 0.0043 93.7432 93.6208 Max Flow
L37 3.0885 0.0000 0.0314 0.5129 0.6140 93.1233 93.1035 Max Flow
L38 5.7090 0.0000 0.0584 0.7403 1.2939 93.1035 93.0406 Max Flow
L39 -0.0153 0.0000 -0.0069 0.0047 0.0149 92.1847 92.1915 Max Flow
L41 5.8737 0.0000 0.3707 0.6075 1.0380 92.9194 92.5519 Max Flow
4243 6.1393 0.0000 0.8852 0.7092 1.0554 92.5519 91.6515 Max Flow
4344 5.8887 0.0000 0.8185 0.6734 0.9607 91.6517 90.7963 Max Flow
6869 5.2315 0.0000 0.1604 0.5798 1.3088 89.1491 88.9889 Max Flow
4445 5.8904 0.0000 0.1013 0.4864 0.7205 90.8133 90.7224 Max Flow
4546 6.0256 0.0000 0.2412 0.8501 1.0214 90.7225 90.4934 Max Flow
4647 5.8885 0.0000 0.0708 0.6800 1.4843 90.4929 90.4180 Max Flow
4754 5.6786 0.0000 0.0427 0.6273 0.9152 90.4173 90.3814 Max Flow
4849 1.0766 0.0000 0.1873 0.2538 0.3286 90.9149 90.7167 Max Flow
4950 1.0637 0.0000 0.0301 0.1912 0.2570 90.7167 90.6919 Max Flow
5051 1.5307 0.0000 0.2664 0.2836 0.3557 90.6920 90.4196 Max Flow
5152 1.5059 0.0000 0.0302 0.2302 0.2707 90.4197 90.4014 Max Flow
5253 1.6421 0.0000 0.6119 0.3344 0.3866 90.4017 89.7126 Max Flow
5354 1.5899 0.0000 0.0598 0.1112 0.1793 89.7126 89.6290 Max Flow
5462 5.2739 0.0000 0.0021 0.2270 0.3237 90.3814 90.3804 Max Flow
5657 0.0305 0.0000 0.2979 0.0045 0.0027 99.5377 99.2328 Max Flow
5758 0.0056 0.0000 0.0001 0.0013 0.0008 99.2328 92.5650 Max Flow
5859 0.3343 0.0000 0.5146 0.1070 0.1246 92.5651 91.7640 Max Flow
5960 0.4485 0.0000 0.4801 0.1217 0.1406 91.7641 91.2653 Max Flow
6061 0.4436 0.0000 0.0125 0.0936 0.1036 91.2653 90.9262 Max Flow
6162 0.6009 0.0000 0.3769 0.4348 0.4249 90.9264 89.6238 Max Flow
6465 5.6788 0.0000 0.1032 0.8383 0.9234 89.5565 89.4968 Max Flow
6566 5.3832 0.0000 0.0242 0.8492 1.0970 89.4963 89.4773 Max Flow
6667 5.2830 0.0000 0.0076 0.6494 1.1201 89.5467 89.5395 Max Flow
L595 5.4044 0.0000 0.0005 0.2299 0.3291 90.4925 90.4922 Max Flow
5556ova 0.2118 0.0000 0.4361 0.1682 0.1356 99.9858 99.5377 Max Flow
5556unda 0.2168 0.1705 0.2771 0.3335 0.2523 99.9858 99.5377 Max Flow
5663ova 0.3041 0.0000 1.3844 0.1523 0.1368 99.5377 98.1368 Max Flow
5663und 0.2348 0.6049 1.5926 0.3422 0.3750 99.5377 97.3422 Max Flow
6364ova 0.2175 0.0000 7.0837 0.0264 0.0255 97.0494 89.9255 Max Flow
6364und 0.6263 1.5588 6.0475 1.2994 0.3434 97.0494 89.4420 Max Flow
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6264und 2.6927 0.8586 0.0800 0.9171 0.7600 90.4922 89.5565 Max Flow
6768ova 1.3487 0.0000 0.0463 0.1066 0.1574 89.5439 89.4866 Max Flow
6768und 2.0298 0.3860 0.0454 0.8042 0.6260 89.4693 89.0413 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 180.0000 180.0000 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 75.0000 285.0000 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 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 325.0000 10.0000 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 40.0000 320.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 355.0000 5.0000 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 315.0000 30.0000 0.0000 0.0000 0.0000 15.0000 0.0000 None
W2637 5.0000 0.0000 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 65.0000 295.0000 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 190.0000 170.0000 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 20.0000 110.0000 0.0000 0.0000 230.0000 0.0000 None
6768ova 10.0000 15.0000 335.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 90.0000 115.0000 0.0000 15.0000 140.0000 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 1.1667 1.1667 0.0000
L2 357.0833 357.0833 0.0000 0.0000
L3 358.7917 358.7917 0.0000 0.0000
L4 328.0833 328.0833 0.0000 0.0000
L5 0.0208 342.0417 0.0000 0.0000
L6 0.0000 348.1458 0.0000 0.0000
L7 0.0000 330.5000 0.0000 0.0000
L8 0.0000 338.6250 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 358.5417 0.0000 0.0000
L12 0.0000 349.8333 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 10.5000 11.5000 0.0000 0.0000
L25 357.1667 357.1667 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 359.9583 359.9583 0.0000 0.0000
L28 130.4583 131.6250 0.0000 0.0000
L29 340.9722 341.0278 0.0000 0.0000
L30 358.8333 358.8333 0.0000 0.0000
L31 358.8333 358.8333 0.0000 0.0000
L32 28.5208 28.5208 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.0833 353.2500 0.0000 0.0000
L35 5.1250 5.1667 0.0000 0.0000
L36 42.4653 42.4931 0.0417 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 325.6458 359.0000 0.0000 0.0000
L38 0.0417 4.2917 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 23.4931 33.5962 0.0000 0.0000
4243 292.2083 292.2083 0.1667 0.0000
4344 4.1667 4.2083 0.0000 0.0000
6869 3.5787 4.7072 0.0000 0.0000
4445 315.0556 358.1667 0.0000 0.0000
4546 14.7083 26.9167 0.0417 0.0000
4647 0.0000 1.3750 0.0000 0.0000
4754 4.1250 34.9583 0.0000 0.0000
4849 0.0000 0.0000 0.0000 0.0000
4950 283.7708 359.7917 0.9167 0.0000
5051 17.4792 17.4792 0.0000 0.0000
5152 320.3333 358.8750 0.0833 0.0000
5253 13.1181 35.1181 0.0000 0.0000
5354 310.6528 350.7500 0.4167 0.0000
5462 303.9583 354.7083 0.0417 0.0000
5657 344.2778 344.2778 2.0556 0.0000
5758 346.0278 346.0278 0.0000 0.0000
5859 358.5000 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 350.1667 350.1667 3.0000 0.0000
6465 326.0298 353.4167 0.3333 0.0000
6566 249.1016 358.6667 0.0000 0.0000
6667 0.0417 351.7500 0.0000 0.0000
L595 243.1250 358.1250 0.1250 0.0000
5556ova 348.2222 348.8472 6.3889 0.0000
5556unda 1.8958 6.7292 338.7292 0.0000
5663ova 0.1875 0.1875 332.8750 0.0000
5663und 0.0000 0.0000 338.4583 0.0000
6364ova 0.0000 0.0000 347.9479 0.0000
6364und 319.2500 319.4167 8.5833 0.0000
6264ova 0.0000 0.0000 0.0000 0.0000
6264und 1.0000 306.5833 0.0000 0.0000
6768ova 0.0000 0.0000 307.6667 0.0000
6768und 0.0000 291.8056 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 0.2292 0.9834 0.2206 0.0035 0.8973 0.0015 0.0153 0.9124 0.0070 0.1602 9.5805 0.0738 0.6550
L2 0.0000 0.8484 0.0000 0.0000 0.8977 0.0000 0.0000 1.0581 0.0000 0.0000 11.6386 0.0000 0.5998
L3 0.0000 0.5347 0.0000 0.0000 0.8880 0.0000 0.0000 1.6609 0.0000 0.0000 26.5739 0.0000 0.7503
L4 0.1583 0.6390 0.1714 0.0024 1.7187 0.0063 0.0153 2.6898 0.0368 0.2444 43.0366 0.5894 0.8441
L5 0.0000 0.6490 0.0000 0.0000 1.7155 0.0000 0.0000 2.6434 0.0000 0.0000 26.4341 0.0000 0.7607
L6 0.1092 0.5323 0.1609 0.0491 1.6220 0.0418 0.4498 3.0474 0.2599 4.5875 31.0832 2.6506 0.9672
L7 0.0178 0.1714 0.0369 0.0022 1.6961 0.0096 0.1210 9.8932 0.2602 1.2708 103.8787 2.7322 1.4813
L8 0.0067 0.0981 0.0135 0.0004 1.9363 0.0008 0.0543 19.7310 0.0567 0.5426 197.3098 0.5672 1.9523
L9 0.3161 0.5492 0.5295 0.6827 1.1833 0.0443 2.1595 2.1546 0.0837 21.5950 21.5458 0.8374 0.2627
L10 0.1912 0.4132 0.1933 0.1129 1.6287 0.1687 0.5906 3.9415 0.8726 5.9056 39.4154 8.7261 0.5474
L11 0.0373 0.2422 0.0747 0.0256 1.8428 0.0588 0.6883 7.6099 0.7867 11.3575 125.5636 12.9800 1.2100
L12 0.0181 0.1452 0.0369 0.0097 1.9163 0.0173 0.5352 13.1995 0.4679 8.8301 217.7922 7.7207 1.7980
L13 0.0201 0.1765 0.0413 0.0234 2.5974 0.0451 1.1598 14.7120 1.0929 20.2959 257.4602 19.1254 2.3912
L14 0.0000 0.3226 0.5972 0.0000 0.1281 2.5304 0.0000 0.3971 4.2374 0.0000 3.9706 42.3739 0.4105
L15 0.2912 0.6812 0.2783 0.2744 2.1679 0.2134 0.9422 3.1826 0.7669 12.2482 41.3739 9.9696 0.5046
L24 0.0565 0.7096 0.0000 0.0001 2.6316 0.0000 0.0016 3.7085 0.0000 0.0310 74.1691 0.0000 0.5861
L25 0.3173 0.7175 0.2506 0.1321 3.1631 0.1194 0.4163 4.4087 0.4766 6.6607 70.5397 7.6249 0.7231
L26 0.0000 0.9991 0.0000 0.0000 3.3988 0.0000 0.0000 3.4018 0.0000 0.0000 51.0275 0.0000 0.7513
L27 0.0000 0.8730 0.0981 0.0000 3.3800 0.0168 0.0000 3.8716 0.1714 0.0000 56.1387 2.4852 0.8383
L28 0.0000 0.6232 0.0000 0.0000 0.7132 0.0000 0.0000 1.1444 0.0000 0.0000 153.3540 0.0000 0.3185
L29 0.0000 0.9265 0.0000 0.0000 1.4445 0.0000 0.0000 1.5591 0.0000 0.0000 246.3406 0.0000 0.3533
L30 0.0000 0.6715 0.0000 0.0000 1.7829 0.0000 0.0000 2.6550 0.0000 0.0000 398.2488 0.0000 0.4754
L31 0.0000 0.5157 0.0000 0.0000 2.6464 0.0000 0.0000 5.1317 0.0000 0.0000 456.7241 0.0000 0.8077
L32 0.1875 0.9014 0.1802 0.0045 2.7445 0.0019 0.0239 3.0448 0.0104 0.5028 63.9415 0.2179 0.8911
L33 0.1200 0.3971 0.1199 0.0090 0.3561 0.0029 0.0749 0.8968 0.0245 0.7486 8.9676 0.2451 0.2994
L34 0.0441 0.3121 0.2333 0.0010 2.7139 0.1824 0.0226 8.6969 0.7817 0.3957 152.1964 13.6794 0.8461
L35 0.0000 0.7209 0.2070 0.0000 2.9049 0.0015 0.0000 4.0298 0.0071 0.0000 86.6398 0.1536 0.7728
L36 0.2099 0.8534 0.0000 0.0113 2.9941 0.0000 0.0536 3.5086 0.0000 0.9651 63.1553 0.0000 0.7315
W2637 0.2042 0.2056 0.0000 0.0004 0.0029 0.0000 0.0020 0.0142 0.0000 0.0197 0.1416 0.0000 0.0241
L37 0.0752 0.5072 0.0044 0.0245 3.0906 0.0000 0.3261 6.0932 0.0001 7.6642 143.1896 0.0015 0.9657
L38 0.1387 0.9546 0.0706 0.1355 5.9363 0.0033 0.9769 6.2184 0.0470 13.6769 87.0581 0.6586 1.0980
L39 0.0000 0.7729 0.2079 0.0000 6.0212 0.0250 0.0000 7.7899 0.1203 0.0000 77.8993 1.2028 0.9351
L41 0.2600 0.6402 0.2526 0.1448 5.7186 0.1213 0.5570 8.9328 0.4802 30.3553 486.8354 26.1696 1.0562
4243 0.2343 1.0002 0.3033 0.5597 5.1656 0.4199 2.3889 5.1646 1.3844 143.3362 309.8753 83.0657 1.0446
4344 0.3872 1.2093 0.2855 1.1206 4.7719 0.1939 2.8939 3.9459 0.6793 144.6942 197.2968 33.9665 0.9307
6869 0.0000 0.4813 0.0000 0.0000 5.2640 0.0000 0.0000 10.9361 0.0000 0.0000 218.7218 0.0000 1.3125
4445 0.0000 0.5746 0.0000 0.0000 6.1219 0.0000 0.0000 10.6536 0.0000 0.0000 351.5685 0.0000 0.9177
4546 0.5889 1.3957 0.3258 2.2579 3.8902 0.0376 3.8341 2.7872 0.1155 95.8522 69.6801 2.8878 1.0922
4647 0.1647 0.8351 0.1748 0.0178 5.9740 0.0336 0.1078 7.1540 0.1925 2.1569 143.0798 3.8497 1.2015
4754 0.3042 0.5428 0.3193 0.5746 4.5036 0.6974 1.8890 8.2971 2.1843 58.5604 257.2097 67.7130 1.2481
4849 0.0000 0.8171 0.0000 0.0000 1.0927 0.0000 0.0000 1.3373 0.0000 0.0000 16.0476 0.0000 0.3250
4950 0.3358 0.6047 0.3384 0.0359 1.0133 0.0426 0.1068 1.6756 0.1258 0.6411 10.0538 0.7547 0.3340
5051 0.2826 0.8452 0.2834 0.0043 1.5567 0.0046 0.0153 1.8419 0.0163 0.2899 34.9952 0.3103 0.3596
5152 0.3527 0.5765 0.3556 0.1806 1.1112 0.2692 0.5121 1.9275 0.7571 3.0729 11.5652 4.5425 0.4919
5253 0.1662 0.3882 0.2021 0.0627 1.5309 0.1054 0.3774 3.9434 0.5217 7.5476 78.8682 10.4335 0.7612
5354 0.0372 0.0702 0.0469 0.0725 1.4810 0.1072 1.9501 21.1047 2.2830 56.5523 612.0351 66.2074 1.0900
5462 0.0966 0.1639 0.0422 0.2797 5.0171 0.0666 2.8945 30.6037 1.5790 34.7340 367.2441 18.9480 1.3930
5657 0.0000 0.6140 0.2156 0.0000 0.0494 0.0000 0.0000 0.0804 0.0000 0.0000 0.4823 0.0000 0.0073
5758 0.0195 0.0335 0.0219 0.0001 0.0295 0.0002 0.0062 0.8791 0.0086 0.3096 43.9529 0.4322 0.0636
5859 0.0000 0.6683 0.0000 0.0000 0.3405 0.0000 0.0000 0.5095 0.0000 0.0000 9.1710 0.0000 0.1435
5960 0.2015 0.6584 0.1625 0.0008 0.4508 0.0002 0.0039 0.6846 0.0013 0.0657 11.6382 0.0229 0.1393
6061 0.0852 0.1694 0.0454 0.0046 0.4435 0.0016 0.0540 2.6178 0.0341 0.9184 44.5029 0.5805 0.2710
6162 0.0596 0.1842 0.0106 0.1626 0.4445 0.0005 2.7303 2.4123 0.0480 81.9103 72.3700 1.4389 1.1556
6465 0.2478 0.6684 0.3399 0.0223 5.5723 0.1431 0.0901 8.3372 0.4209 2.8823 266.7918 13.4679 1.2158
6566 0.0000 0.3530 0.2875 0.0000 3.6578 1.7345 0.0000 10.3611 6.0333 0.0000 362.6401 211.1663 1.6178
6667 0.1098 0.1897 0.0962 2.0857 2.6167 0.6065 19.0019 13.7934 6.3076 950.0942 689.6706 315.3783 1.8482
L595 0.0811 0.1367 0.0339 0.3422 4.9943 0.0901 4.2179 36.5476 2.6603 25.3077 219.2854 15.9620 1.6525
5556ova 0.0000 1.3623 0.0000 0.0000 0.2157 0.0000 0.0000 0.1583 0.0000 0.0000 2.5331 0.0000 0.1375
5663ova 0.0000 1.1229 0.0274 0.0000 0.3116 0.0000 0.0000 0.2775 0.0000 0.0000 23.0335 0.0002 0.1383
6364ova 0.0516 0.6045 0.0516 0.0000 0.2459 0.0000 0.0000 0.4067 0.0000 0.0047 44.7404 0.0047 0.0415
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 0.1303
*========================================================*
| 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 0.01127 2.8913 .004993 2.9076 9.5930 12.687 0.01127 2.8913 .004993 2.9076 9.5930 12.687 0.0000 0.0000 0.0000 None
L2 0.0000 3.0459 0.0000 3.0459 2.6428 6.1708 0.0000 3.0459 0.0000 3.0459 2.6428 6.1708 0.0000 0.0000 0.0000 None
L3 0.0000 5.5521 0.0000 5.5521 5.4491 9.8761 0.0000 5.5521 0.0000 5.5521 5.4491 9.8761 0.0000 0.0000 0.0000 None
L4 0.01522 10.817 0.03975 10.872 4.9721 11.250 0.01522 10.817 0.03975 10.872 4.9721 11.250 0.0000 0.0000 0.0000 None
L5 0.0000 9.8066 0.0000 9.8066 7.2966 13.407 0.0000 9.8066 0.0000 9.8066 7.2966 13.407 0.0000 0.0000 0.0000 None
L6 1.9886 65.687 1.6936 69.369 7.1768 15.342 1.9886 65.687 1.6936 69.369 7.1768 15.342 0.0000 0.0000 0.0000 None
L7 0.3279 257.93 1.4587 259.72 5.0966 18.727 0.3279 257.93 1.4587 259.72 5.0966 18.727 0.0000 0.0000 0.0000 None
L8 0.1098 583.37 0.2302 583.71 6.3358 25.890 0.1098 583.37 0.2302 583.71 6.3358 25.890 0.0000 0.0000 0.0000 None
L9 5.8025 10.057 0.3769 16.237 3.8034 30.452 5.8025 10.057 0.3769 16.237 3.8034 30.452 0.0000 0.0000 0.0000 None
L10 2.4384 35.169 3.6432 41.251 10.342 22.888 2.4384 35.169 3.6432 41.251 10.342 22.888 0.0000 0.0000 0.0000 None
L11 2.7024 194.16 6.1924 203.06 6.6469 21.446 2.7024 194.16 6.1924 203.06 6.6469 21.446 0.0000 0.0000 0.0000 None
L12 2.0563 406.60 3.6628 412.32 6.8067 22.342 2.0563 406.60 3.6628 412.32 6.8067 22.342 0.0000 0.0000 0.0000 None
L13 4.6514 517.33 8.9817 530.96 3.3625 22.115 4.6514 517.33 8.9817 530.96 3.3625 22.115 0.0000 0.0000 0.0000 None
L14 0.0000 1.7590 34.742 36.501 4.5353 25.285 0.0000 1.7590 34.742 36.501 4.5353 25.285 0.0000 0.0000 0.0000 None
L15 2.5021 19.771 1.9462 24.219 2.7870 16.231 2.5021 19.771 1.9462 24.219 2.7870 16.231 0.0000 0.0000 0.0000 None
L24 .000565 16.951 0.0000 16.952 5.4812 17.222 .000565 16.951 0.0000 16.952 5.4812 17.222 0.0000 0.0000 0.0000 None
L25 1.2473 29.867 1.1277 32.242 3.5232 14.816 1.2473 29.867 1.1277 32.242 3.5232 14.816 0.0000 0.0000 0.0000 None
L26 0.0000 20.197 0.0000 20.197 6.0437 13.250 0.0000 20.197 0.0000 20.197 6.0437 13.250 0.0000 0.0000 0.0000 None
L27 0.0000 50.565 0.2516 50.816 11.679 20.446 0.0000 50.565 0.2516 50.816 11.679 20.446 0.0000 0.0000 0.0000 None
L28 0.0000 4.1460 0.0000 4.1460 27.407 32.593 0.0000 4.1460 0.0000 4.1460 27.407 32.593 0.0000 0.0000 0.0000 None
L29 0.0000 6.4108 0.0000 6.4108 24.087 29.913 0.0000 6.4108 0.0000 6.4108 24.087 29.913 0.0000 0.0000 0.0000 None
L30 0.0000 13.517 0.0000 13.517 26.415 33.585 0.0000 13.517 0.0000 13.517 26.415 33.585 0.0000 0.0000 0.0000 None
L31 0.0000 23.737 0.0000 23.737 23.525 39.708 0.0000 23.737 0.0000 23.737 23.525 39.708 0.0000 0.0000 0.0000 None
L32 0.02419 14.790 0.01007 14.825 8.7744 15.728 0.02419 14.790 0.01007 14.825 8.7744 15.728 0.0000 0.0000 0.0000 None
L33 0.04783 1.8953 0.01563 1.9587 9.2775 17.626 0.04783 1.8953 0.01563 1.9587 9.2775 17.626 0.0000 0.0000 0.0000 None
L34 0.01667 45.350 3.0475 48.414 3.1937 22.683 0.01667 45.350 3.0475 48.414 3.1937 22.683 0.0000 0.0000 0.0000 None
L35 0.0000 10.907 .005550 10.912 9.1378 29.627 0.0000 10.907 .005550 10.912 9.1378 29.627 0.0000 0.0000 0.0000 None
L36 0.09458 25.164 0.0000 25.259 5.2369 24.688 0.09458 25.164 0.0000 25.259 5.2369 24.688 0.0000 0.0000 0.0000 None
W2637 .001029 .007443 0.0000 .008472 9.1364 10.475 .001029 .007443 0.0000 .008472 9.1364 10.475 0.0000 0.0000 0.0000 None
L37 0.7245 91.289 .83E-05 92.013 5.5514 18.122 0.7245 91.289 .83E-05 92.013 5.5514 18.122 0.0000 0.0000 0.0000 None
L38 2.3846 104.44 0.05845 106.88 21.113 35.360 2.3846 104.44 0.05845 106.88 21.113 35.360 0.0000 0.0000 0.0000 None
L39 0.0000 54.952 0.2282 55.180 22.458 36.218 0.0000 54.952 0.2282 55.180 22.458 36.218 0.0000 0.0000 0.0000 None
L41 1.8137 71.610 1.5190 74.942 20.765 35.753 1.8137 71.610 1.5190 74.942 20.765 35.753 0.0000 0.0000 0.0000 None
4243 5.9362 54.787 4.4538 65.176 20.878 40.085 5.9362 54.787 4.4538 65.176 20.878 40.085 0.0000 0.0000 0.0000 None
4344 10.656 45.380 1.8441 57.880 17.064 37.960 10.656 45.380 1.8441 57.880 17.064 37.960 0.0000 0.0000 0.0000 None
6869 0.0000 58.722 0.0000 58.722 25.912 40.758 0.0000 58.722 0.0000 58.722 25.912 40.758 0.0000 0.0000 0.0000 None
4445 0.0000 108.87 0.0000 108.87 12.666 30.028 0.0000 108.87 0.0000 108.87 12.666 30.028 0.0000 0.0000 0.0000 None
4546 25.692 44.266 0.4283 70.386 10.666 24.704 25.692 44.266 0.4283 70.386 10.666 24.704 0.0000 0.0000 0.0000 None
4647 0.3670 123.41 0.6951 124.47 10.508 20.797 0.3670 123.41 0.6951 124.47 10.508 20.797 0.0000 0.0000 0.0000 None
4754 20.726 162.46 25.157 208.34 16.914 34.919 20.726 162.46 25.157 208.34 16.914 34.919 0.0000 0.0000 0.0000 None
4849 0.0000 8.7261 0.0000 8.7261 22.467 29.606 0.0000 8.7261 0.0000 8.7261 22.467 29.606 0.0000 0.0000 0.0000 None
4950 0.5244 14.812 0.6222 15.959 17.159 24.690 0.5244 14.812 0.6222 15.959 17.159 24.690 0.0000 0.0000 0.0000 None
5051 0.03765 13.591 0.04040 13.669 16.459 25.364 0.03765 13.591 0.04040 13.669 16.459 25.364 0.0000 0.0000 0.0000 None
5152 3.8513 23.694 5.7405 33.286 13.429 22.809 3.8513 23.694 5.7405 33.286 13.429 22.809 0.0000 0.0000 0.0000 None
5253 2.3337 56.950 3.9214 63.205 9.9981 20.214 2.3337 56.950 3.9214 63.205 9.9981 20.214 0.0000 0.0000 0.0000 None
5354 21.342 436.02 31.553 488.91 5.4721 34.114 21.342 436.02 31.553 488.91 5.4721 34.114 0.0000 0.0000 0.0000 None
5462 25.871 464.04 6.1581 496.07 6.3797 37.210 25.871 464.04 6.1581 496.07 6.3797 37.210 0.0000 0.0000 0.0000 None
5657 0.0000 0.09567 .24E-05 0.09568 8.0116 29.902 0.0000 0.09567 .24E-05 0.09568 8.0116 29.902 0.0000 0.0000 0.0000 None
5758 0.01557 3.7894 0.02435 3.8293 4.7689 20.272 0.01557 3.7894 0.02435 3.8293 4.7689 20.272 0.0000 0.0000 0.0000 None
5859 0.0000 1.9926 0.0000 1.9926 7.6497 12.107 0.0000 1.9926 0.0000 1.9926 7.6497 12.107 0.0000 0.0000 0.0000 None
5960 .004630 2.6803 .001300 2.6862 7.9034 16.092 .004630 2.6803 .001300 2.6862 7.9034 16.092 0.0000 0.0000 0.0000 None
6061 0.1978 19.063 0.06663 19.327 13.929 27.619 0.1978 19.063 0.06663 19.327 13.929 27.619 0.0000 0.0000 0.0000 None
6162 13.321 36.412 0.04169 49.775 0.09044 13.167 13.321 36.412 0.04169 49.775 0.09044 13.167 0.0000 0.0000 0.0000 None
6465 0.4865 121.48 3.1188 125.09 28.647 44.207 0.4865 121.48 3.1188 125.09 28.647 44.207 0.0000 0.0000 0.0000 None
6566 0.0000 162.17 76.898 239.07 5.7798 25.061 0.0000 162.17 76.898 239.07 5.7798 25.061 0.0000 0.0000 0.0000 None
6667 181.25 227.39 52.709 461.35 3.9660 41.332 181.25 227.39 52.709 461.35 3.9660 41.332 0.0000 0.0000 0.0000 None
L595 42.742 623.78 11.256 677.78 5.4226 38.923 42.742 623.78 11.256 677.78 5.4226 38.923 0.0000 0.0000 0.0000 None
5556ova 0.0000 1.2992 0.0000 1.2992 9.1083 11.412 0.0000 1.2992 0.0000 1.2992 9.1083 11.412 0.0000 0.0000 0.0000 None
5663ova 0.0000 2.3956 .48E-06 2.3956 9.1078 12.901 0.0000 2.3956 .48E-06 2.3956 9.1078 12.901 0.0000 0.0000 0.0000 None
6364ova .88E-05 0.9751 .88E-05 0.9751 0.09792 9.9021 .88E-05 0.9751 .88E-05 0.9751 0.09792 9.9021 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 103.5484 102.2736 10.5000 11.7000 2.1070 2.1070 1.7000 0.9874 0.9874 0.8000 3.0944 3.0944
L2 102.2736 101.0245 11.0000 4.2000 1.5572 1.5572 2.7000 1.9708 1.9708 2.3000 3.5280 3.5280
L3 101.0244 100.3238 16.0000 7.4000 1.9509 1.9509 2.6000 2.4761 2.4761 3.3000 4.4270 4.4270
L4 100.3238 99.8614 16.0000 6.5000 1.5279 1.5279 1.3000 4.7496 4.7496 4.2000 6.2775 6.2775
L5 99.8614 99.5414 10.0000 11.5000 4.2034 4.2034 5.5000 1.9073 1.9073 2.4000 6.1107 6.1107
L6 99.5414 99.5505 10.2000 12.1000 4.9232 4.9232 2.6000 3.2423 3.2423 1.9000 8.1654 8.1654
L7 99.5504 99.5517 10.5000 11.9000 6.8034 6.8034 6.0000 6.8273 6.8273 5.1000 13.6308 13.6308
L8 99.5517 99.5519 10.0000 14.5000 8.1642 8.1642 7.6000 11.3898 11.3898 10.8000 19.5540 19.5540
L9 99.5519 99.3854 10.0000 27.5000 23.6966 23.6966 8.2000 2.9522 2.9522 2.2000 26.6488 26.6488
L10 98.8574 97.6031 10.0000 19.7000 9.3575 9.3575 7.2000 3.1880 3.1880 0.0000 12.5455 12.5455
L11 97.6031 97.6044 16.5000 12.9000 6.2531 6.2531 3.5000 8.5464 8.5464 5.4000 14.7994 14.7994
L12 97.6044 97.6046 16.5000 15.0000 8.1933 8.1933 6.0000 7.3422 7.3422 5.5000 15.5355 15.5355
L13 97.6046 97.6053 17.5000 12.5000 9.1375 9.1375 4.6000 9.6148 9.6148 5.5000 18.7524 18.7524
L14 97.6053 97.5245 10.0000 5.0000 0.4647 0.4647 0.6000 20.2850 20.2850 1.4000 20.7497 20.7497
L15 94.8693 94.6428 13.0000 6.5000 3.7130 3.7130 0.0000 9.7306 9.7306 6.5000 13.4435 13.4435
L24 94.6428 94.1447 20.0000 16.8000 11.3188 11.3188 11.2000 0.4224 0.4224 0.8000 11.7412 11.7412
L25 94.1447 93.7619 16.0000 4.7000 1.1768 1.1768 0.0000 10.1164 10.1164 7.9000 11.2933 11.2933
L26 93.7619 93.2585 15.0000 7.8000 1.7563 1.7563 2.6000 5.4501 5.4501 7.2000 7.2065 7.2065
L27 93.2585 93.1190 14.5000 13.7000 2.0214 2.0214 3.4000 6.7456 6.7456 5.1000 8.7670 8.7670
L28 120.7748 113.8647 134.0000 31.0000 3.5927 3.5927 11.0000 1.5927 1.5927 19.0000 5.1854 5.1854
L29 113.8647 105.8487 158.0000 28.5000 4.4132 4.4132 16.5000 1.4132 1.4132 19.5000 5.8263 5.8263
L30 105.8487 98.1090 150.0000 32.0000 5.5847 5.5847 12.0000 1.5847 1.5847 17.0000 7.1694 7.1694
L31 98.1090 95.7372 89.0000 30.0000 6.4754 6.4754 10.0000 9.7079 9.7079 19.0000 16.1832 16.1832
L32 95.7372 94.9007 21.0000 13.6000 4.8256 4.8256 4.3000 2.1278 2.1278 1.9000 6.9533 6.9533
L33 97.8616 97.3100 10.0000 13.8000 4.5225 4.5225 2.0000 3.8258 3.8258 3.0000 8.3482 8.3482
L34 94.9007 94.8349 17.5000 16.7000 13.5063 13.5063 12.7000 5.9832 5.9832 3.8000 19.4894 19.4894
L35 94.8349 93.6090 21.5000 11.0000 1.8622 1.8622 2.0000 18.6274 18.6274 18.4000 20.4896 20.4896
L36 93.6090 93.1359 18.0000 6.8000 1.5631 1.5631 1.1000 17.8882 17.8882 21.1000 19.4513 19.4513
W2637 93.7619 93.6224 10.0000 9.3000 0.1636 0.1636 0.0000 1.1750 1.1750 3.9000 1.3386 1.3386
L37 93.1359 93.1190 23.5000 11.3000 5.7486 5.7486 4.1000 6.8224 6.8224 6.8000 12.5709 12.5709
L38 93.1190 93.0526 14.0000 30.6000 9.4869 9.4869 5.1000 4.7600 4.7600 4.2000 14.2469 14.2469
L39 92.9269 93.0526 10.0000 30.7000 8.2421 8.2421 9.7000 5.5180 5.5180 4.8000 13.7601 13.7601
L41 92.9269 92.5519 54.5000 32.5000 11.7351 11.7351 10.3000 3.2533 3.2533 2.0000 14.9884 14.9884
4243 92.5519 91.6583 60.0000 31.0000 10.1221 10.1221 1.5000 9.0849 9.0849 5.0000 19.2070 19.2070
4344 91.6583 90.8234 50.0000 32.0000 14.9361 14.9361 2.0000 5.9600 5.9600 3.4000 20.8961 20.8961
6869 89.1527 88.9923 20.0000 36.0000 10.0875 10.0875 13.2000 4.7578 4.7578 5.8000 14.8454 14.8454
4445 90.8234 90.7289 33.0000 26.4000 13.7341 13.7341 21.8000 3.6282 3.6282 8.0000 17.3623 17.3623
4546 90.7289 90.5494 25.0000 22.1000 11.4337 11.4337 1.7000 2.6044 2.6044 2.0000 14.0381 14.0381
4647 90.5494 90.5120 20.0000 11.8000 1.2923 1.2923 0.6000 8.9972 8.9972 7.8000 10.2896 10.2896
4754 90.5120 90.4954 31.0000 28.6000 11.6859 11.6859 7.1000 6.3189 6.3189 1.4000 18.0047 18.0047
4849 90.9165 90.7193 12.0000 26.3000 3.8335 3.8335 4.6000 3.3061 3.3061 3.7000 7.1396 7.1396
4950 90.7193 90.6941 6.0000 21.5000 4.3414 4.3414 3.5000 3.1905 3.1905 2.2000 7.5319 7.5319
5051 90.6941 90.4962 19.0000 19.9000 3.4405 3.4405 3.1000 5.4644 5.4644 5.1000 8.9050 8.9050
5152 90.4962 90.4960 6.0000 17.8000 4.3707 4.3707 2.2000 5.0088 5.0088 1.8000 9.3795 9.3795
5253 90.4960 90.4957 20.0000 14.4000 4.4019 4.4019 2.8000 5.8144 5.8144 3.6000 10.2164 10.2164
5354 90.4957 90.4954 29.0000 30.3000 24.8279 24.8279 20.1000 3.8139 3.8139 0.0000 28.6418 28.6418
5462 90.4954 90.4946 12.0000 13.9000 7.5203 7.5203 2.9000 23.3095 23.3095 20.0000 30.8298 30.8298
5657 99.5385 99.2378 6.0000 29.9000 21.8884 21.8884 29.8000 0.0016 0.0016 0.0000 21.8900 21.8900
5758 99.2378 92.5663 50.0000 20.0000 15.2311 15.2311 15.0000 0.2718 0.2718 0.0000 15.5029 15.5029
5859 92.5663 91.7645 18.0000 8.4000 0.7503 0.7503 2.3000 3.7074 3.7074 5.5000 4.4577 4.4577
5960 91.7645 91.2659 17.0000 10.1000 2.1966 2.1966 2.0000 5.9918 5.9918 5.9000 8.1884 8.1884
6061 91.2659 90.9295 17.0000 25.0000 11.0710 11.0710 10.4000 2.6190 2.6190 1.5000 13.6900 13.6900
6162 90.9295 90.4946 30.0000 9.3000 9.2096 9.2096 1.3000 3.8666 3.8666 2.0000 13.0762 13.0762
6465 89.6027 89.5672 32.0000 40.4000 11.7529 11.7529 11.2000 3.8070 3.8070 2.0000 15.5599 15.5599
6566 89.5672 89.5537 35.0000 10.3000 4.5202 4.5202 5.7000 14.7606 14.7606 6.5000 19.2808 19.2808
6667 89.5537 89.5467 50.0000 30.2000 26.2340 26.2340 6.0000 11.1317 11.1317 3.0000 37.3657 37.3657
L595 90.4946 90.4944 6.0000 13.9000 8.4774 8.4774 2.9000 25.0226 25.0226 20.0000 33.5000 33.5000
5556ova 99.9868 99.5385 16.0000 9.2000 0.0917 0.0917 0.1000 2.2116 2.2116 3.7000 2.3032 2.3032
5663ova 99.5385 98.1381 83.0000 9.2000 0.0922 0.0922 0.1000 3.7005 3.7005 3.7000 3.7927 3.7927
6364ova 97.0519 89.9288 110.0000 9.9000 9.8021 9.8021 9.8000 0.0021 0.0021 0.0000 9.8042 9.8042
6264ova 89.6027 89.6027 10.0000 31.1000 0.0000 0.0000 0.0000 0.0000 0.0000 10.7000 0.0000 0.0000
6768ova 89.5467 89.4889 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 0.9023 952.1439 0.9616 4.7826 ## N1 102.8300 103.5484
L2 0.8977 953.8183 0.8462 5.7194 ## N2 101.7100 102.2736
L3 0.8880 954.3620 0.5342 25.3773 ## N3 100.3800 101.0245
L4 1.7274 1802.3232 0.6294 43.7085 ## N4 99.4600 100.3238
L5 1.7155 1804.9471 0.6477 25.9471 ## N5 99.0400 99.8614
L6 1.7129 1806.0357 0.4566 38.3831 ## N6 98.8600 99.5414
L7 1.7078 1805.9262 0.1663 109.5204 ## N7 98.3300 The text continues on section 5.