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d10y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 09:33.
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\develop.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)........ 71
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 71
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)............ 71
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.. 12
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 67.0000 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 N48#1 N48 40.000 1.7000 100.0010.000 0.025 0.100 0.000 0.000 0.00
2 N48#2 N48 80.000 1.6900 0.10 9.000 0.025 0.100 0.000 0.000 0.00
3 N50#1 N50 37.000 1.1100 100.0010.000 0.025 0.100 0.000 0.000 0.00
4 N50#2 N50 39.000 .40000E-01 0.10 9.000 0.025 0.100 0.000 0.000 0.00
5 N52#1 N52 24.000 .17000 100.0010.000 0.025 0.100 0.000 0.000 0.00
6 N52#2 N52 31.000 .18000 0.1010.000 0.025 0.100 0.000 0.000 0.00
7 N1#1 N1 10.000 .23000 100.0010.000 0.025 0.100 0.000 0.000 0.00
8 N1#2 N1 130.00 2.3300 10.0012.000 0.025 0.100 0.000 0.000 0.00
9 N4#1 N4 10.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
10 N4#2 N4 112.00 1.5700 30.0012.000 0.025 0.100 0.000 0.000 0.00
11 N8#1 N8 10.000 .60000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
12 N8#2 N8 43.000 .54000 45.0010.000 0.025 0.100 0.000 0.000 0.00
13 N13#1 N13 30.000 .71000 100.0010.000 0.025 0.100 0.000 0.000 0.00
14 N13#2 N13 89.000 1.3300 35.0010.000 0.025 0.100 0.000 0.000 0.00
15 N25#1 N25 57.000 1.1300 100.0010.000 0.025 0.100 0.000 0.000 0.00
16 N25#2 N25 113.00 1.1300 0.1010.000 0.025 0.100 0.000 0.000 0.00
17 N28#1 N28 10.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
18 N28#2 N28 79.000 2.8700 0.1022.000 0.025 0.100 0.000 0.000 0.00
19 N29#1 N29 10.000 .25000 100.0010.000 0.025 0.100 0.000 0.000 0.00
20 N29#2 N29 146.00 2.2400 10.0012.000 0.025 0.100 0.000 0.000 0.00
21 N30#1 N30 16.000 .40000 100.0010.000 0.025 0.100 0.000 0.000 0.00
22 N30#2 N30 22.700 3.5800 10.0012.000 0.025 0.100 0.000 0.000 0.00
23 N31#1 N31 48.000 1.0000 100.0010.000 0.025 0.100 0.000 0.000 0.00
24 N31#2 N31 177.00 2.7200 35.00 9.000 0.025 0.100 0.000 0.000 0.00
25 N32#1 N32 56.000 .50000 100.0010.000 0.025 0.100 0.000 0.000 0.00
26 N32#2 N32 111.00 .50000 0.0013.000 0.025 0.100 0.000 0.000 0.00
27 N33#1 N33 46.000 .41000 100.0010.000 0.025 0.100 0.000 0.000 0.00
28 N33#2 N33 68.000 .41000 0.10 9.000 0.025 0.100 0.000 0.000 0.00
29 N36#1 N36 36.000 .36000 100.0010.000 0.025 0.100 0.000 0.000 0.00
30 N36#2 N36 73.000 .37000 0.1012.000 0.025 0.100 0.000 0.000 0.00
31 N42#1 N42 35.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
32 N42#2 N42 68.000 .67000 0.1011.000 0.025 0.100 0.000 0.000 0.00
33 N44#1 N44 17.000 .31000 100.0010.000 0.025 0.100 0.000 0.000 0.00
34 N44#2 N44 36.000 .32000 0.1011.000 0.025 0.100 0.000 0.000 0.00
35 N45#1 N45 8.0000 .13000 100.0010.000 0.025 0.100 0.000 0.000 0.00
36 N45#2 N45 28.000 .37000 0.1011.000 0.025 0.100 0.000 0.000 0.00
37 N47#1 N47 7.0000 .40000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
38 N47#2 N47 29.000 .41000 0.0410.000 0.025 0.100 0.000 0.000 0.00
39 N55#1 N55 35.000 .60000 1.0010.000 0.025 0.100 0.000 0.000 0.00
40 N55#2 N55 70.000 .61000 0.1012.000 0.025 0.100 0.000 0.000 0.00
41 N56#1 N56 9.0000 .21000 100.0010.000 0.025 0.100 0.000 0.000 0.00
42 N56#2 N56 17.000 .21000 0.1011.000 0.025 0.100 0.000 0.000 0.00
43 N63#1 N63 32.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
44 N63#2 N63 65.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
45 N64#1 N64 33.000 .74000 100.0010.000 0.025 0.100 0.000 0.000 0.00
46 N64#2 N64 69.000 .75000 0.1011.000 0.025 0.100 0.000 0.000 0.00
47 N66#1 N66 50.000 1.2000 100.0010.000 0.025 0.100 0.000 0.000 0.00
48 N66#2 N66 103.00 1.1900 0.1010.000 0.025 0.100 0.000 0.000 0.00
49 N58#1 N58 21.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
50 N58#2 N58 42.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
51 N59#1 N59 16.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
52 N59#2 N59 33.000 .13000 0.1011.000 0.025 0.100 0.000 0.000 0.00
53 N61#1 N61 20.000 .20000 100.0010.000 0.025 0.100 0.000 0.000 0.00
54 N61#2 N61 38.000 .20000 0.1011.000 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 N48#1 0.1000 2.0000 2.0000
2 N48#2 0.1000 2.0000 2.0000
3 N50#1 0.1000 2.0000 2.0000
4 N50#2 0.1000 2.0000 2.0000
5 N52#1 0.1000 2.0000 2.0000
6 N52#2 0.1000 2.0000 2.0000
7 N1#1 0.1000 2.0000 2.0000
8 N1#2 0.1000 2.0000 2.0000
9 N4#1 0.1000 2.0000 2.0000
10 N4#2 0.1000 2.0000 2.0000
11 N8#1 0.1000 2.0000 2.0000
12 N8#2 0.1000 2.0000 2.0000
13 N13#1 0.1000 2.0000 2.0000
14 N13#2 0.1000 2.0000 2.0000
15 N25#1 0.1000 2.0000 2.0000
16 N25#2 0.1000 2.0000 2.0000
17 N28#1 0.1000 2.0000 2.0000
18 N28#2 0.1000 2.0000 2.0000
19 N29#1 0.1000 2.0000 2.0000
20 N29#2 0.1000 2.0000 2.0000
21 N30#1 0.1000 2.0000 2.0000
22 N30#2 0.1000 2.0000 2.0000
23 N31#1 0.1000 2.0000 2.0000
24 N31#2 0.1000 2.0000 2.0000
25 N32#1 0.1000 2.0000 2.0000
26 N32#2 0.1000 2.0000 2.0000
27 N33#1 0.1000 2.0000 2.0000
28 N33#2 0.1000 2.0000 2.0000
29 N36#1 0.1000 2.0000 2.0000
30 N36#2 0.1000 2.0000 2.0000
31 N42#1 0.1000 2.0000 2.0000
32 N42#2 0.1000 2.0000 2.0000
33 N44#1 0.1000 2.0000 2.0000
34 N44#2 0.1000 2.0000 2.0000
35 N45#1 0.1000 2.0000 2.0000
36 N45#2 0.1000 2.0000 2.0000
37 N47#1 0.1000 2.0000 2.0000
38 N47#2 0.1000 2.0000 2.0000
39 N55#1 0.1000 2.0000 2.0000
40 N55#2 0.1000 2.0000 2.0000
41 N56#1 0.1000 2.0000 2.0000
42 N56#2 0.1000 2.0000 2.0000
43 N63#1 0.1000 2.0000 2.0000
44 N63#2 0.1000 2.0000 2.0000
45 N64#1 0.1000 2.0000 2.0000
46 N64#2 0.1000 2.0000 2.0000
47 N66#1 0.1000 2.0000 2.0000
48 N66#2 0.1000 2.0000 2.0000
49 N58#1 0.1000 2.0000 2.0000
50 N58#2 0.1000 2.0000 2.0000
51 N59#1 0.1000 2.0000 2.0000
52 N59#2 0.1000 2.0000 2.0000
53 N61#1 0.1000 2.0000 2.0000
54 N61#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 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N1#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N1#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N13#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N13#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N25#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N25#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N32#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N32#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N33#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N33#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N55#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N55#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N56#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N56#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N63#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N63#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N64#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N64#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N66#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N66#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N58#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N58#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N59#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N59#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N61#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N61#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 54
Total Tributary Area (hectares). 41.10
Impervious Area (hectares)...... 16.24
Pervious Area (hectares)........ 24.86
Total Width (hectares).......... 2634.70
Percent Imperviousness.......... 39.52
###################################################
# 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
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
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
N55 No Tributary Channel/Pipes
Tributary Subareas........ N55#1 N55#2
N56 No Tributary Channel/Pipes
Tributary Subareas........ N56#1 N56#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
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
***********************************************************
* Hydrographs will be stored for the following 27 INLETS *
***********************************************************
N48 N50 N52 N1 N4 N8
N13 N25 N28 N29 N30 N31
N32 N33 N36 N42 N44 N45
N47 N55 N56 N63 N64 N66
N58 N59 N61
************************************************
* 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
------------- ------- -------- ------------- ------- --------
N48#1 1252 360 N48#2 2098 430 N50#1 1300 360
N50#2 2283 421 N52#1 1360 360 N52#2 2248 424
N1#1 1320 360 N1#2 2124 560 N4#1 1196 360
N4#2 2450 654 N8#1 1364 360 N8#2 2652 716
N13#1 1320 360 N13#2 2582 702 N25#1 1332 360
N25#2 2210 426 N28#1 1348 360 N28#2 2073 431
N29#1 1312 360 N29#2 2096 548 N30#1 1312 360
N30#2 2424 720 N31#1 1332 360 N31#2 2600 716
N32#1 1356 360 N32#2 1340 360 N33#1 1356 360
N33#2 2247 425 N36#1 1352 360 N36#2 2264 424
N42#1 1336 360 N42#2 2218 426 N44#1 1336 360
N44#2 2234 426 N45#1 1340 360 N45#2 2177 427
N47#1 1358 358 N47#2 2156 424 N55#1 2264 456
N55#2 2235 425 N56#1 1320 360 N56#2 2185 427
N63#1 1348 360 N63#2 2243 425 N64#1 1328 360
N64#2 2194 426 N66#1 1316 360 N66#2 2197 427
N58#1 1332 360 N58#2 2206 426 N59#1 1360 360
N59#2 2269 423 N61#1 1352 360 N61#2 2268 424
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 67.0000 mm
Total rainfall read for gage # 1 is 60.00 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) 2.753700E+04 67.000
Total Infiltration 5.126413E+02 1.247
Total Evaporation 5.010997E+00 0.012
Surface Runoff from Watersheds 2.684501E+04 65.316
Total Water remaining in Surface Storage 1.854930E+02 0.451
Infiltration over the Pervious Area... 5.126413E+02 2.062
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 2.754816E+04 67.027
Total Precipitation + Initial Storage. 2.753700E+04 67.000
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............... -0.0405
****************************************************
* 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.............. 2.684501E+04 65.316
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.................. 2.684054E+04 65.305
Initial Storage + Inflow.................... 2.684501E+04 65.316
Final Storage + Outflow + Diverted GW....... 2.684054E+04 65.305
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0167
##################################################
# 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........... N48#1 N48#2 N50#1 N50#2 N52#1 N52#2
Area (hectares)........ 1.70004 1.69004 1.11002 0.04000 0.17000 0.18000
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 67.00000 67.00000 67.00000 67.00000 67.00000 67.00000
Max Intensity (mm/hr).. 186.52800 186.52800 186.52800 186.52800 186.52800 186.52800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 64.56882 0.00000 64.99383 0.00000 64.90827
Total Losses (mm)...... 0.00000 2.05088 0.00000 2.00155 0.00000 2.03711
Remaining Depth (mm)... 0.00000 0.38030 0.00000 0.00463 0.00000 0.05462
Peak Runoff Rate (cms). 0.00000 0.54575 0.00000 0.02036 0.00000 0.08214
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.87207 67.02567 66.92826 67.04556 67.02483 67.16150
Peak Runoff Rate (cms). 0.70906 0.00088 0.49510 0.00002 0.08641 0.00010
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.87207 67.02567 66.92826 67.04556 67.02483 67.16150
Peak Runoff Rate (cms). 0.70906 0.00088 0.49510 0.00002 0.08641 0.00010
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 66.87207 64.57128 66.92826 64.99588 67.02483 64.91052
Peak Runoff Rate (cms). 0.70906 0.54663 0.49510 0.02038 0.08641 0.08224
Unit Runoff (mm/hr).... 151.40559 117.41402 161.91122 184.93217 184.50224 165.85136
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........... N1#1 N1#2 N4#1 N4#2 N8#1 N8#2
Area (hectares)........ 0.23001 2.33005 0.67001 1.57003 0.06000 0.54001
Percent Impervious..... 100.00000 10.00000 100.00000 30.00000 100.00000 45.00000
Total Rainfall (mm).... 67.00000 67.00000 67.00000 67.00000 67.00000 67.00000
Max Intensity (mm/hr).. 186.52800 186.52800 186.52800 186.52800 186.52800 186.52800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 64.74198 0.00000 64.85479 0.00000 64.89017
Total Losses (mm)...... 0.00000 2.04752 0.00000 2.04253 0.00000 2.03942
Remaining Depth (mm)... 0.00000 0.21050 0.00000 0.10268 0.00000 0.07041
Peak Runoff Rate (cms). 0.00000 0.78834 0.00000 0.46783 0.00000 0.13232
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.95726 67.08369 66.74557 67.04953 67.03148 67.03387
Peak Runoff Rate (cms). 0.10661 0.12070 0.24616 0.24300 0.03067 0.12443
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.95726 67.08369 66.74557 67.04953 67.03148 67.03387
Peak Runoff Rate (cms). 0.10661 0.12070 0.24616 0.24300 0.03067 0.12443
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) 66.95726 64.97615 66.74557 65.51322 67.03148 65.85483
Peak Runoff Rate (cms). 0.10661 0.90904 0.24616 0.71082 0.03067 0.25675
Unit Runoff (mm/hr).... 168.25497 141.62421 133.36953 164.35121 185.56060 172.59539
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........... N13#1 N13#2 N25#1 N25#2 N28#1 N28#2
Area (hectares)........ 0.71002 1.33003 1.13002 1.13002 0.12000 2.87006
Percent Impervious..... 100.00000 35.00000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 67.00000 67.00000 67.00000 67.00000 67.00000 67.00000
Max Intensity (mm/hr).. 186.52800 186.52800 186.52800 186.52800 186.52800 186.52800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 64.84112 0.00000 64.83603 0.00000 64.51283
Total Losses (mm)...... 0.00000 2.04342 0.00000 2.04372 0.00000 2.05155
Remaining Depth (mm)... 0.00000 0.11546 0.00000 0.12025 0.00000 0.43562
Peak Runoff Rate (cms). 0.00000 0.36194 0.00000 0.46977 0.00000 0.88886
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.95456 67.03697 66.96996 67.10127 67.00141 67.02027
Peak Runoff Rate (cms). 0.32787 0.23884 0.53318 0.00060 0.05926 0.00149
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.95456 67.03697 66.96996 67.10127 67.00141 67.02027
Peak Runoff Rate (cms). 0.32787 0.23884 0.53318 0.00060 0.05926 0.00149
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) 66.95456 65.60967 66.96996 64.83830 67.00141 64.51534
Peak Runoff Rate (cms). 0.32787 0.60078 0.53318 0.47038 0.05926 0.89035
Unit Runoff (mm/hr).... 167.63301 163.97379 171.27937 151.10496 179.26289 112.61308
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........... N29#1 N29#2 N30#1 N30#2 N31#1 N31#2
Area (hectares)........ 0.25001 2.24005 0.40001 3.58008 1.00002 2.72006
Percent Impervious..... 100.00000 10.00000 100.00000 10.00000 100.00000 35.00000
Total Rainfall (mm).... 67.00000 67.00000 67.00000 67.00000 67.00000 67.00000
Max Intensity (mm/hr).. 186.52800 186.52800 186.52800 186.52800 186.52800 186.52800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 64.78566 0.00000 60.73989 0.00000 64.82598
Total Losses (mm)...... 0.00000 2.04608 0.00000 2.05432 0.00000 2.04428
Remaining Depth (mm)... 0.00000 0.16826 0.00000 4.20579 0.00000 0.12974
Peak Runoff Rate (cms). 0.00000 0.79276 0.00000 0.41029 0.00000 0.72714
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.94913 67.08913 66.94913 66.99155 66.96595 67.03374
Peak Runoff Rate (cms). 0.11460 0.11605 0.18336 0.17430 0.46916 0.48744
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.94913 67.08913 66.94913 66.99155 66.96595 67.03374
Peak Runoff Rate (cms). 0.11460 0.11605 0.18336 0.17430 0.46916 0.48744
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) 66.94913 65.01601 66.94913 61.36505 66.96595 65.59870
Peak Runoff Rate (cms). 0.11460 0.90881 0.18336 0.58458 0.46916 1.21458
Unit Runoff (mm/hr).... 166.40131 147.27687 166.40131 59.27543 170.30685 162.09448
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........... N32#1 N32#2 N33#1 N33#2 N36#1 N36#2
Area (hectares)........ 0.50001 0.50001 0.41001 0.41001 0.36001 0.37001
Percent Impervious..... 100.00000 0.00000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 67.00000 67.00000 67.00000 67.00000 67.00000 67.00000
Max Intensity (mm/hr).. 186.52800 186.52800 186.52800 186.52800 186.52800 186.52800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 64.93757 0.00000 64.89937 0.00000 64.92699
Total Losses (mm)...... 0.00000 2.03125 0.00000 2.03834 0.00000 2.03378
Remaining Depth (mm)... 0.00000 0.03118 0.00000 0.06230 0.00000 0.03922
Peak Runoff Rate (cms). 0.00000 0.23844 0.00000 0.18479 0.00000 0.17350
Total Impervious Area
---------------------
Total Runoff Depth (mm) 67.01517 0.00000 67.01525 67.15247 67.01015 67.18063
Peak Runoff Rate (cms). 0.25147 0.00000 0.20622 0.00022 0.17992 0.00020
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 67.01517 0.00000 67.01525 67.15247 67.01015 67.18063
Peak Runoff Rate (cms). 0.25147 0.00712 0.20622 0.00022 0.17992 0.00020
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) 67.01517 64.93757 67.01525 64.90162 67.01015 64.92925
Peak Runoff Rate (cms). 0.25147 0.23844 0.20622 0.18501 0.17992 0.17370
Unit Runoff (mm/hr).... 182.56911 173.11075 182.58574 163.80224 181.41606 170.41707
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........... N42#1 N42#2 N44#1 N44#2 N45#1 N45#2
Area (hectares)........ 0.67001 0.67001 0.31001 0.32001 0.13000 0.37001
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 67.00000 67.00000 67.00000 67.00000 67.00000 67.00000
Max Intensity (mm/hr).. 186.52800 186.52800 186.52800 186.52800 186.52800 186.52800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 64.84710 0.00000 64.86349 0.00000 64.78603
Total Losses (mm)...... 0.00000 2.04304 0.00000 2.04189 0.00000 2.04607
Remaining Depth (mm)... 0.00000 0.10985 0.00000 0.09463 0.00000 0.16790
Peak Runoff Rate (cms). 0.00000 0.28226 0.00000 0.13756 0.00000 0.14541
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.97267 67.10852 66.97627 67.12050 66.98414 67.07629
Peak Runoff Rate (cms). 0.31736 0.00036 0.14760 0.00017 0.06261 0.00020
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.97267 67.10852 66.97627 67.12050 66.98414 67.07629
Peak Runoff Rate (cms). 0.31736 0.00036 0.14760 0.00017 0.06261 0.00020
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) 66.97267 64.84936 66.97627 64.86575 66.98414 64.78832
Peak Runoff Rate (cms). 0.31736 0.28261 0.14760 0.13774 0.06261 0.14560
Unit Runoff (mm/hr).... 171.94325 153.11971 172.83586 156.24642 174.82548 142.85028
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N47#1 N47#2 N55#1 N55#2 N56#1 N56#2
Area (hectares)........ 0.04000 0.41001 0.60001 0.61001 0.21000 0.21000
Percent Impervious..... 100.00000 0.04000 1.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 67.00000 67.00000 67.00000 67.00000 67.00000 67.00000
Max Intensity (mm/hr).. 186.52800 186.52800 186.52800 186.52800 186.52800 186.52800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 64.75444 64.69310 64.87254 0.00000 64.80225
Total Losses (mm)...... 0.00000 2.04715 2.04876 2.04114 0.00000 2.04541
Remaining Depth (mm)... 0.00000 0.19840 0.25815 0.08632 0.00000 0.15234
Peak Runoff Rate (cms). 0.00000 0.15601 0.21314 0.26527 0.00000 0.08400
Total Impervious Area
---------------------
Total Runoff Depth (mm) 67.03343 67.16400 67.06362 67.12781 66.95591 67.08341
Peak Runoff Rate (cms). 0.02048 0.00009 0.00311 0.00033 0.09716 0.00011
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 67.03343 67.16400 67.06362 67.12781 66.95591 67.08341
Peak Runoff Rate (cms). 0.02048 0.00009 0.00311 0.00033 0.09716 0.00011
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) 67.03343 64.75541 64.71680 64.87479 66.95591 64.80454
Peak Runoff Rate (cms). 0.02048 0.15610 0.21625 0.26560 0.09716 0.08411
Unit Runoff (mm/hr).... 185.82363 138.20500 130.83371 158.05402 167.94346 145.39028
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).... 67.00000 67.00000 67.00000 67.00000 67.00000 67.00000
Max Intensity (mm/hr).. 186.52800 186.52800 186.52800 186.52800 186.52800 186.52800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 64.89511 0.00000 64.82927 0.00000 64.80663
Total Losses (mm)...... 0.00000 2.03885 0.00000 2.04410 0.00000 2.04521
Remaining Depth (mm)... 0.00000 0.06604 0.00000 0.12663 0.00000 0.14816
Peak Runoff Rate (cms). 0.00000 0.19267 0.00000 0.30933 0.00000 0.47830
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.99673 67.14827 66.95958 67.09714 66.95321 67.08479
Peak Runoff Rate (cms). 0.20602 0.00023 0.34410 0.00040 0.55313 0.00063
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.99673 67.14827 66.95958 67.09714 66.95321 67.08479
Peak Runoff Rate (cms). 0.20602 0.00023 0.34410 0.00040 0.55313 0.00063
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) 66.99673 64.89736 66.95958 64.83154 66.95321 64.80890
Peak Runoff Rate (cms). 0.20602 0.19290 0.34410 0.30973 0.55313 0.47893
Unit Runoff (mm/hr).... 178.06579 162.84721 168.79556 149.91174 167.32359 146.09604
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........... N58#1 N58#2 N59#1 N59#2 N61#1 N61#2
Area (hectares)........ 0.42001 0.43001 0.12000 0.13000 0.20000 0.20000
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 67.00000 67.00000 67.00000 67.00000 67.00000 67.00000
Max Intensity (mm/hr).. 186.52800 186.52800 186.52800 186.52800 186.52800 186.52800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 64.83162 0.00000 64.94071 0.00000 64.92082
Total Losses (mm)...... 0.00000 2.04397 0.00000 2.03037 0.00000 2.03502
Remaining Depth (mm)... 0.00000 0.12441 0.00000 0.02892 0.00000 0.04416
Peak Runoff Rate (cms). 0.00000 0.17784 0.00000 0.06223 0.00000 0.09293
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.96927 67.09854 67.02250 67.19159 67.01015 67.17445
Peak Runoff Rate (cms). 0.19798 0.00023 0.06085 0.00007 0.09995 0.00011
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.96927 67.09854 67.02250 67.19159 67.01015 67.17445
Peak Runoff Rate (cms). 0.19798 0.00023 0.06085 0.00007 0.09995 0.00011
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) 66.96927 64.83388 67.02250 64.94296 67.01015 64.92308
Peak Runoff Rate (cms). 0.19798 0.17807 0.06085 0.06230 0.09995 0.09304
Unit Runoff (mm/hr).... 171.10940 150.32245 184.07610 173.96114 181.41606 168.87491
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 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| ##### |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
160.000 = # # =
| # # |
| # # |
| # # |
| # # |
| # # |
| ###### # # |
| # # # # |
| # # # # |
| # # # # |
120.000 = # # # # =
| # # # # |
| # # # # |
RAINFALL | # # # # |
| # # # # |
IN | # # # # |
| # ##### # |
MM/HR | # # |
| # # |
| # # |
80.000 = # ##### =
| # # |
| # ##### |
| # # |
| # # |
| # # |
| ##### # |
| # # |
| # # |
| # ##### |
40.000 = # ###### =
| # # |
##### # |
# # |
# ##### |
# ##### |
# ##### |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
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 5051
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
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 : 23.25 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning N : 0.050 to Station 15.3 Max Topwidth : 23.25 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.40E+01 m
" " : 0.020 Beyond Station 26.9 Max left bank area : 4.31 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.70 m^2
Natural Cross-Section information for Channel 5253
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
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 : 23.17 m^2.
Maximum hydraulic radius : 0.89 meters.
Manning N : 0.060 to Station 11.6 Max Topwidth : 25.37 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 2.59E+01 m
" " : 0.050 Beyond Station 17.2 Max left bank area : 5.11 m^2
Max right bank area : 7.41 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.65 m^2
Natural Cross-Section information for Channel 5354
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
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) : 45.0 Channel sequence number : 45
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) : 46.0 Channel sequence number : 46
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) : 47.0 Channel sequence number : 47
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) : 48.0 Channel sequence number : 48
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) : 49.0 Channel sequence number : 49
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) : 50.0 Channel sequence number : 50
Left Overbank Length : 11.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 11.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 11.0 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) : 51.0 Channel sequence number : 51
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) : 52.0 Channel sequence number : 52
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) : 53.0 Channel sequence number : 53
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) : 54.0 Channel sequence number : 54
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) : 55.0 Channel sequence number : 55
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) : 56.0 Channel sequence number : 56
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) : 57.0 Channel sequence number : 57
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) : 58.0 Channel sequence number : 58
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) : 59.0 Channel sequence number : 59
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) : 60.0 Channel sequence number : 60
Left Overbank Length : 10.0 meters. Maximum Elevation : 90.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.60 meters.
Right Overbank Length : 10.0 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
Natural Cross-Section information for Channel 4950ova
=====================================================
Cross-Section ID (from X1 card) : 61.0 Channel sequence number : 61
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.53 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 4.47 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.020 to Station 19.5 Max Topwidth : 12.87 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.29E+01 m
" " : 0.050 Beyond Station 21.5 Max left bank area : 1.56 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.00 m^2
Natural Cross-Section information for Channel 5152ova
=====================================================
Cross-Section ID (from X1 card) : 62.0 Channel sequence number : 62
Left Overbank Length : 0.0 meters. Maximum Elevation : 91.53 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 0.0 meters. Maximum Section Area : 5.30 m^2.
Maximum hydraulic radius : 0.34 meters.
Manning N : 0.020 to Station 18.4 Max Topwidth : 15.44 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.55E+01 m
" " : 0.050 Beyond Station 20.4 Max left bank area : 1.83 m^2
Max right bank area : 2.47 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.00 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 5051 19.0000 Natural 23.2471 0.0500 23.2480 2.0000
43 5253 20.0000 Natural 23.1711 0.0300 25.3746 2.0000
44 5354 29.0000 Natural 71.4872 0.0500 34.5500 2.5000
45 5462 12.0000 Natural 80.9524 0.0800 54.8133 2.5000
46 5657 6.0000 Natural 11.8046 0.0200 29.9699 0.4000
47 5758 50.0000 Natural 8.4766 0.0350 19.2488 0.5000
48 5859 18.0000 Natural 8.3270 0.0600 16.3043 1.0000
49 5960 17.0000 Natural 10.7492 0.0500 15.1869 1.0000
50 6061 11.0000 Natural 16.6826 0.0500 22.6016 1.0000
51 6162 30.0000 Natural 17.8324 0.0500 15.0872 2.0000
52 6465 32.0000 Natural 36.8073 0.0500 39.7362 2.4000
53 6566 35.0000 Natural 33.2935 0.0600 26.3003 2.4000
54 6667 50.0000 Natural 63.5716 0.0800 49.5077 2.4000
55 L595 6.0000 Natural 80.9524 0.0800 54.8133 2.5000
56 L598 6.0000 Rectangle 0.5400 0.0140 1.2000 0.4500
57 5556ova 16.0000 Natural 2.1643 0.0200 7.0117 0.5000
58 5556unda 16.0000 Circular 0.1104 0.0140 0.3750 0.3750
59 5663ova 83.0000 Natural 2.3506 0.0200 7.0119 0.5000
60 5663und 83.0000 Circular 0.1104 0.0140 0.3750 0.3750
61 6364ova 110.0000 Natural 17.8020 0.0500 9.9800 1.8000
62 6364und 110.0000 Circular 0.1590 0.0140 0.4500 0.4500
63 6264ova 10.0000 Natural 32.9482 0.0200 60.8685 0.8000
64 6264und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
65 6768ova 10.0000 Natural 18.3644 0.0200 45.3522 0.6000
66 6768und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
67 4950ova 6.0000 Natural 4.4704 0.0200 12.8740 0.5000
68 4950und 6.0000 Rectangle 1.3500 0.0120 3.0000 0.4500
69 5152ova 6.0000 Natural 5.3035 0.0200 15.4430 0.5000
70 5152und 6.0000 Rectangle 2.4750 0.0120 3.0000 0.8250
Total length of all conduits .... 2056.2000 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
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
L598 1.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
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
4950und 2.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5152und 2.0000 0.4000 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)
5051 0.82
5253 0.75
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 1.22 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6162 0.57
6465 0.47
6566 0.50
6667 0.35
L595 3.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L598 1.75 ===> 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)
4950ova 1.54 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950und 1.75 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5152ova 1.53 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5152und 2.37 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 6.6417E+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 92.4100 90.3500 0.0000 0.0000 100.0000
42 N50 99.0000 92.3300 90.3300 0.0000 0.0000 100.0000
43 N51 99.0000 92.0700 89.9600 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
62 N60.7 100.0000 91.7000 90.6000 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 152929.9500 No Ponding Normal 0 0.0000
44 N52 -238694.8500 153465.8000 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 -238766.2100 157883.1000 No Ponding Normal 0 0.0000
53 N61 -237648.7200 157406.9000 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
62 N60.7 -238231.2300 157680.7000 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 Section 3
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 5051 N50 N51 90.3300 90.0700 No Design
43 5253 N52 N53 89.9300 89.5300 No Design
44 5354 N53 N54 89.5300 89.2600 No Design
45 5462 N54 N62 89.2600 88.9200 No Design
46 5657 N56 N57 99.5300 99.2300 No Design
47 5758 N57 N58 99.2300 92.4400 No Design
48 5859 N58 N59 92.4400 91.6000 No Design
49 5960 N59 N60 91.6000 91.1600 No Design
50 6061 N60 N60.7 91.1600 90.7000 No Design
51 6162 N61 N62 90.5000 88.9200 No Design
52 6465 N64 N65 88.6300 88.0800 No Design
53 6566 N65 N66 88.0800 87.7800 No Design
54 6667 N66 N67 87.7800 87.6100 No Design
55 L595 N62 D1 88.9200 88.7500 No Design
56 L598 N60.7 N61 90.6000 90.5000 No Design
57 5556ova N55 N56 99.8500 99.4000 No Design
58 5556unda N55 N56 98.9200 98.4700 No Design
59 5663ova N56 N63 99.4000 98.0000 No Design
60 5663und N56 N63 98.4000 97.0000 No Design
61 6364ova N63 N64 97.0000 89.9000 No Design
62 6364und N63 N64 95.7500 88.6300 No Design
63 6264ova D1 N64 90.8800 90.8600 No Design
64 6264und D1 N64 88.7500 88.6300 No Design
65 6768ova N67 N68 89.4000 89.3800 No Design
66 6768und N67 N68 87.9600 87.8400 No Design
67 4950ova N49 N50 91.0400 91.0200 No Design
68 4950und N49 N50 90.3500 90.3300 No Design
69 5152ova N51 N52 91.0300 91.0250 No Design
70 5152und N51 N52 89.9600 89.9300 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: #
#################################################
N48 N50 N52 N1 N4 N8 N13
N25 N28 N29 N30 N31 N32 N33
N36 N42 N44 N45 N47 N55 N56
N63 N64 N66 N58 N59 N61
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
5051 53.2734 0.0137
5253 101.3181 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 54.8120 0.0418
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
L598 1.4897 0.0167
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
4950ova 6.3533 0.0033
4950und 2.1890 0.0033
5152ova 3.7458 0.0008
5152und 6.8731 0.0050
*=================================*
| 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 / 90.35 N50/ 0.00 / 90.33
N51/ 0.00 / 89.96 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 N60.7/ 0.00 / 90.60
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 5051/ 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 L598/ 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
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 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 5051/ 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 L598/ 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
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 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 5051/ 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 L598/ 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
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 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 5051/ 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 L598/ 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
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 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/ 90.35/ 90.35 5051/ 89.96/ 89.96
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/ 90.60/ 90.60 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 L598/ 90.50/ 90.50 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
4950ova/ 90.33/ 90.33 4950und/ 90.33/ 90.33 5152ova/ 89.93/ 89.93
5152und/ 89.93/ 89.93
*===================================================*
| 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 16.7823 41.9559 800.0000
N2 17.7027 44.2567 0.0000
N3 50.0000 50.0000 0.0000
N4 41.5574 50.0000 0.0000
N5 46.8158 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 36.2347 50.0000 0.0000
N12 39.5047 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 34.2559 50.0000 0.0000
N15 6.6180 16.5449 0.0000
N24 17.7936 44.4840 0.0000
N25 35.7602 50.0000 0.0000
N26 26.7768 50.0000 0.0000
N27 50.0000 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 33.8995 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 30.4110 50.0000 0.0000
N35 26.1138 50.0000 0.0000
N36 47.8363 50.0000 0.0000
N37 27.0735 50.0000 0.0000
N38 28.8762 50.0000 0.0000
N39 42.3073 50.0000 0.0000
N41 23.5019 50.0000 0.0000
N42 20.5612 50.0000 0.0000
N43 31.6776 50.0000 0.0000
N44 42.3850 50.0000 0.0000
N45 40.2551 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 32.8447 50.0000 0.0000
N47 27.6842 50.0000 0.0000
N48 50.0000 50.0000 0.0000
N49 38.3586 50.0000 0.0000
N50 39.0144 50.0000 0.0000
N51 23.9243 50.0000 0.0000
N52 31.0177 50.0000 0.0000
N53 16.3652 40.9131 0.0000
N54 31.5730 50.0000 0.0000
N55 0.6911 1.7277 19180.0000
N56 1.1140 2.7849 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 39.0690 50.0000 0.0000
N62 33.5535 50.0000 0.0000
N63 0.6289 1.5722 1605.0000
N64 23.1249 50.0000 0.0000
N65 33.1440 50.0000 0.0000
N66 30.9626 50.0000 0.0000
N67 14.0966 35.2415 0.0000
N68 10.6913 26.7283 0.0000
D1 10.5379 26.3448 0.0000
N60.7 29.8370 50.0000 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 3.8355 3.8355 10.6925 0.0833 0.0088 0.0875 Normal Soln
L2 4.1930 4.1930 12.6636 0.0000 0.0074 0.0643 Normal Soln
L3 6.3423 6.3423 28.9410 0.0000 0.0080 0.0944 Normal Soln
L4 5.7830 5.7830 24.6809 0.0000 0.0113 0.2601 Normal Soln
L5 3.5999 3.5999 14.6487 0.0000 0.0083 0.3129 Normal Soln
L6 3.7900 3.7900 20.3654 0.0000 -0.0149 0.0905 Normal Soln
L7 3.5788 3.5788 50.0000 3.1667 -0.0184 0.0618 Normal Soln
L8 3.0456 3.0456 50.0000 216.1667 -0.0248 0.0835 Normal Soln
L9 5.6654 5.6654 21.8925 0.0000 0.0101 0.8095 Normal Soln
L10 3.9986 3.9986 25.8829 3.2500 0.0131 0.0190 Normal Soln
L11 6.0411 6.0411 50.0000 0.0000 0.0543 0.0547 Normal Soln
L12 5.2030 5.2030 50.0000 0.0000 0.0858 0.0678 Normal Soln
L13 5.7415 5.7415 50.0000 0.0000 0.0698 0.1243 Normal Soln
L14 4.3143 4.3143 14.2230 0.0000 0.0555 1.6564 Normal Soln
L15 5.1740 5.1740 22.9166 0.0000 0.0667 0.1424 Normal Soln
L24 7.8469 7.8469 27.2556 0.0000 0.0444 0.1253 Normal Soln
L25 5.5560 5.5560 23.8657 0.0000 0.0430 0.0775 Normal Soln
L26 4.6124 4.6124 14.5076 0.0000 0.0318 0.1893 Normal Soln
L27 4.7218 4.7218 16.8749 0.0000 0.0423 0.0180 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0048 0.0125 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0055 0.0318 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0095 0.0376 Normal Soln
L31 37.3202 37.3202 50.0000 0.0000 0.0168 0.0807 Normal Soln
L32 6.7298 6.7298 22.1135 0.0000 0.0103 0.6540 Normal Soln
L33 6.7300 6.7300 27.0234 0.0000 0.0033 0.0643 Normal Soln
L34 6.7128 6.7128 50.0000 0.0000 0.0143 0.2752 Normal Soln
L35 9.2216 9.2216 29.4288 0.0000 0.0217 0.0494 Normal Soln
L36 6.2615 6.2615 12.3882 0.0000 0.0202 0.0127 Normal Soln
W2637 13.6474 13.6474 50.0000 0.0000 0.0003 0.0005 Normal Soln
L37 8.1474 8.1474 40.9383 0.0000 0.0156 0.0291 Normal Soln
L38 4.3592 4.3592 16.1154 0.0000 0.0394 0.7119 Normal Soln
L39 3.0510 3.0510 12.4508 0.0000 -0.0393 0.0656 Normal Soln
L41 16.4021 16.4021 50.0000 0.0000 0.0329 0.5912 Normal Soln
4243 21.5057 21.5057 50.0000 0.0000 -0.0379 0.2587 Normal Soln
4344 17.3243 17.3243 50.0000 0.0000 0.0267 0.2331 Normal Soln
6869 5.8784 5.8784 38.0356 0.0000 0.0135 0.3490 Normal Soln
4445 10.2690 10.2690 50.0000 0.0000 0.0323 0.1677 Normal Soln
4546 7.7161 7.7161 23.8935 0.0000 0.0371 0.1501 Normal Soln
4647 5.5887 5.5887 19.5962 0.0000 -0.2188 0.7232 Normal Soln
4754 9.3014 9.3014 36.2260 0.0000 -0.0451 0.2173 Normal Soln
4849 5.2491 5.2491 13.1294 0.0000 0.0062 0.0383 Normal Soln
5051 7.3959 7.3959 19.3221 0.0000 -0.0125 0.0822 Normal Soln
5253 6.8725 6.8725 12.6146 0.0000 -0.0191 0.0622 Normal Soln
5354 8.3032 8.3032 50.0000 0.0000 0.0200 0.0603 Normal Soln
5462 3.1742 3.1742 43.8802 0.0000 0.0514 0.1868 Normal Soln
5657 8.2586 8.2586 15.0686 0.0000 -0.0015 0.0026 Normal Soln
5758 47.6591 47.6591 50.0000 0.0000 0.0022 0.0031 Normal Soln
5859 9.9632 9.9632 25.1191 0.0000 0.0033 0.0419 Normal Soln
5960 10.4401 10.4401 25.1685 0.0000 0.0029 0.0372 Normal Soln
6061 7.3652 7.3652 30.8541 0.0000 0.0031 0.0186 Normal Soln
6162 9.2438 9.2438 22.2400 0.0000 -0.0099 0.0221 Normal Soln
6465 9.9293 9.9293 34.2448 0.0000 0.0310 0.1622 Normal Soln
6566 10.1997 10.1997 48.4761 0.0000 0.0330 0.2558 Normal Soln
6667 14.5663 14.5663 50.0000 0.0000 0.0209 0.3077 Normal Soln
L595 1.5820 1.5820 42.4152 0.0000 0.0743 0.3819 Normal Soln
L598 1.9800 1.9800 6.6510 10.1667 -0.0030 0.7668 Normal Soln
5556ova 7.0423 7.0423 11.1954 0.0000 -0.0033 0.0648 Normal Soln
5556unda 3.0676 3.0676 8.1412 0.0000 -0.0079 2.0556 Normal Soln
5663ova 41.4848 41.4848 50.0000 0.0000 0.0021 0.0925 Normal Soln
5663und 15.0927 15.0927 38.5165 0.0000 0.0042 2.2769 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0082 0.0055 Normal Soln
6364und 14.7453 14.7453 28.2183 0.0000 -0.0825 5.0529 Normal Soln
6264ova 10.0337 10.0337 27.3581 0.0000 -0.0016 0.0094 Normal Soln
6264und 1.1095 1.1095 2.5965 55.2500 0.0079 2.0091 Normal Soln
6768ova 4.5357 4.5357 10.2033 0.0000 0.0148 0.3839 Normal Soln
6768und 1.4939 1.4939 4.1930 71.9167 0.0057 1.5259 Normal Soln
4950ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4950und 2.2585 2.2585 8.8799 0.0000 0.0028 0.8764 Normal Soln
5152ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5152und 1.8243 1.8243 6.5912 0.0000 0.0049 0.5376 Normal Soln
The conduit with the smallest time step limitation was..L8
The conduit with the largest wobble was.................6364und
The conduit with the largest flow change in any
consecutive time step...................................4647
*==================================================*
| 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/ 0.02 / 101.73/ 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/ 0.58 / 97.28/ N12/ 1.18 / 97.28/
N13/ 1.78 / 97.28/ N14/ 2.33 / 97.28/ 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/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.08 / 97.58/ N32/ 0.15 / 94.95/
N33/ 0.01 / 97.52/ N34/ 0.07 / 94.14/ N35/ 0.14 / 94.11/
N36/ 0.06 / 93.04/ N37/ 0.06 / 92.37/ N38/ 0.20 / 92.20/
N39/ 0.22 / 92.20/ N41/ 0.12 / 92.00/ N42/ 0.11 / 91.59/
N43/ 0.12 / 90.77/ N44/ 0.09 / 90.09/ N45/ 0.13 / 89.83/
N69/ 0.09 / 87.77/ N46/ 0.14 / 89.48/ N47/ 0.14 / 89.46/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.35/ N50/ 0.00 / 90.33/
N51/ 0.00 / 89.96/ N52/ 0.01 / 89.94/ N53/ 0.00 / 89.53/
N54/ 0.10 / 89.28/ 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/ 0.01 / 90.51/ N62/ 0.02 / 88.94/
N63/ 0.00 / 95.75/ N64/ 0.14 / 88.77/ N65/ 0.11 / 88.19/
N66/ 0.22 / 88.00/ N67/ 0.38 / 87.99/ N68/ 0.10 / 87.94/
D1/ 0.03 / 88.78/ N60.7/ 0.00 / 90.60/
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/ 0.01 /
L27/ 0.01*/ 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/ 0.03 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 5051/ 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/ 0.03 /
L595/ 0.02*/ L598/ 0.00*/ 5556ova/ 0.00*/
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.00*/ 6264ova/ 0.00 /
6264und/ 0.02 / 6768ova/ 0.00 / 6768und/ 0.03 /
4950ova/ 0.00 / 4950und/ 0.00 / 5152ova/ 0.00 /
5152und/ 0.00*/ FREE # 1/ 0.03 /
Conduit/ Velocity
L1/ 0.10 / 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/ 0.16 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.08 / L26/ 0.09 /
L27/ 0.03 / L28/ 0.07 / L29/ 0.04 /
L30/ 0.05 / L31/ 0.09 / L32/ 0.22 /
L33/ 0.02 / L34/ 0.05 / L35/ 0.24 /
L36/ 0.39 / W2637/ 0.00 / L37/ 0.08 /
L38/ 0.08 / L39/ -0.05 / L41/ 0.14 /
4243/ 0.21 / 4344/ 0.24 / 6869/ 0.11 /
4445/ 0.12 / 4546/ 0.38 / 4647/ 0.11 /
4754/ 0.23 / 4849/ 0.06 / 5051/ 0.04 /
5253/ 0.09 / 5354/ 0.01 / 5462/ 0.11 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.02 /
5960/ 0.02 / 6061/ 0.02 / 6162/ 0.04 /
6465/ 0.41 / 6566/ 0.22 / 6667/ 0.04 /
L595/ 0.07 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.30 / 5663ova/ 0.00 / 5663und/ 0.28 /
6364ova/ 0.00 / 6364und/ 0.01 / 6264ova/ 0.00 /
6264und/ 0.32 / 6768ova/ 0.00 / 6768und/ 0.53 /
4950ova/ 0.00 / 4950und/ 0.05 / 5152ova/ 0.00 /
5152und/ 0.03 /
Conduit/ Width
L1/ 0.09 / L2/ 0.11 / L3/ 0.15 /
L4/ 0.86 / L5/ 2.87 / L6/ 5.14 /
L7/ 10.77 / L8/ 16.94 / L9/ 2.02 /
L10/ 5.88 / L11/ 10.48 / L12/ 12.65 /
L13/ 13.26 / L14/ 0.48 / L15/ 4.27 /
L24/ 0.96 / L25/ 1.27 / L26/ 0.96 /
L27/ 1.42 / L28/ 0.21 / L29/ 0.48 /
L30/ 2.47 / L31/ 2.15 / L32/ 0.86 /
L33/ 0.07 / L34/ 4.36 / L35/ 0.74 /
L36/ 0.50 / W2637/ 0.00 / L37/ 1.72 /
L38/ 2.25 / L39/ 2.37 / L41/ 2.00 /
4243/ 1.48 / 4344/ 1.45 / 6869/ 2.56 /
4445/ 2.55 / 4546/ 0.74 / 4647/ 2.37 /
4754/ 1.47 / 4849/ 0.24 / 5051/ 0.21 /
5253/ 0.18 / 5354/ 1.39 / 5462/ 2.84 /
5657/ 0.16 / 5758/ 0.25 / 5859/ 0.07 /
5960/ 0.11 / 6061/ 0.13 / 6162/ 0.04 /
6465/ 0.84 / 6566/ 1.18 / 6667/ 4.21 /
L595/ 4.24 / L598/ 1.20 / 5556ova/ 0.02 /
5556unda/ 0.15 / 5663ova/ 0.05 / 5663und/ 0.15 /
6364ova/ 0.03 / 6364und/ 0.28 / 6264ova/ 0.03 /
6264und/ 0.56 / 6768ova/ 0.04 / 6768und/ 0.52 /
4950ova/ 0.00 / 4950und/ 3.00 / 5152ova/ 0.00 /
5152und/ 3.00 /
Junction/ EGL
N1/ 0.02 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.58 / N12/ 1.18 /
N13/ 1.78 / N14/ 2.33 / N15/ 2.73 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.08 / N32/ 0.15 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.14 /
N36/ 0.06 / N37/ 0.06 / N38/ 0.20 /
N39/ 0.22 / N41/ 0.12 / N42/ 0.11 /
N43/ 0.13 / N44/ 0.09 / N45/ 0.13 /
N69/ 0.09 / N46/ 0.15 / N47/ 0.14 /
N48/ 0.01 / N49/ 0.06 / N50/ 0.00 /
N51/ 0.11 / 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/ 0.01 / N62/ 0.02 /
N63/ 1.26 / N64/ 0.14 / N65/ 0.12 /
N66/ 0.22 / N67/ 0.38 / N68/ 0.11 /
D1/ 0.03 / N60.7/ 0.10 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.27 / 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/ 12.72 / N12/ 12.72 /
N13/ 12.72 / N14/ 12.72 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.42 / N32/ 15.05 /
N33/ 12.48 / N34/ 15.86 / N35/ 15.89 /
N36/ 16.96 / N37/ 17.63 / N38/ 17.80 /
N39/ 17.80 / N41/ 18.00 / N42/ 18.41 /
N43/ 19.23 / N44/ 19.91 / N45/ 20.17 /
N69/ 22.23 / N46/ 20.52 / N47/ 10.54 /
N48/ 8.41 / N49/ 8.65 / N50/ 8.67 /
N51/ 9.04 / N52/ 9.06 / N53/ 9.47 /
N54/ 9.72 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.49 / N62/ 10.06 /
N63/ 3.25 / N64/ 10.23 / N65/ 10.81 /
N66/ 11.00 / N67/ 11.01 / N68/ 11.06 /
D1/ 21.22 / N60.7/ 9.40 /
Junction/ Max Volume
N1/ 0.75 / N2/ 0.59 / N3/ 0.67 /
N4/ 0.90 / N5/ 0.86 / N6/ 0.69 /
N7/ 1.23 / N8/ 1.76 / N9/ 2.19 /
N10/ 1.87 / N11/ 0.91 / N12/ 1.51 /
N13/ 2.11 / N14/ 2.66 / N15/ 0.43 /
N24/ 0.63 / N25/ 0.58 / N26/ 0.95 /
N27/ 0.54 / N28/ 0.31 / N29/ 0.39 /
N30/ 0.40 / N31/ 0.68 / N32/ 1.03 /
N33/ 0.36 / N34/ 0.90 / N35/ 0.92 /
N36/ 0.69 / N37/ 0.91 / N38/ 1.20 /
N39/ 1.15 / N41/ 1.13 / N42/ 1.16 /
N43/ 1.07 / N44/ 1.03 / N45/ 1.30 /
N69/ 1.52 / N46/ 1.63 / N47/ 1.64 /
N48/ 0.38 / N49/ 0.61 / N50/ 0.62 /
N51/ 0.99 / N52/ 1.02 / N53/ 1.42 /
N54/ 1.77 / N55/ 1.08 / N56/ 1.14 /
N57/ 0.01 / N58/ 0.14 / N59/ 0.17 /
N60/ 0.11 / N61/ 0.46 / N62/ 2.03 /
N63/ 1.31 / N64/ 1.08 / N65/ 1.59 /
N66/ 1.88 / N67/ 2.03 / N68/ 1.52 /
D1/ 2.20 / N60.7/ 0.43 /
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 / N60.7/ 0.00 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.08 / L5/ 0.57 / L6/ 1.85 /
L7/ 6.63 / L8/ 14.35 / L9/ 0.03 /
L10/ 2.62 / L11/ 5.04 / L12/ 9.64 /
L13/ 11.83 / L14/ 0.03 / L15/ 0.32 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.06 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.19 / L31/ 0.13 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.28 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.24 / L39/ 0.37 / L41/ 0.14 /
4243/ 0.09 / 4344/ 0.09 / 6869/ 0.24 /
4445/ 0.18 / 4546/ 0.06 / 4647/ 0.19 /
4754/ 0.10 / 4849/ 0.01 / 5051/ 0.02 /
5253/ 0.01 / 5354/ 0.12 / 5462/ 0.21 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.06 / 6566/ 0.11 / 6667/ 0.67 /
L595/ 0.32 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.02 / 6264ova/ 0.00 /
6264und/ 0.04 / 6768ova/ 0.00 / 6768und/ 0.02 /
4950ova/ 0.00 / 4950und/ 0.01 / 5152ova/ 0.00 /
5152und/ 0.01 /
Conduit/ Final Volume
L1/ 0.04 / L2/ 0.05 / L3/ 0.09 /
L4/ 1.35 / L5/ 5.66 / L6/ 18.88 /
L7/ 69.62 / L8/ 143.52 / L9/ 0.30 /
L10/ 26.18 / L11/ 83.16 / L12/ 159.03 /
L13/ 206.97 / L14/ 0.29 / L15/ 4.10 /
L24/ 0.78 / L25/ 1.02 / L26/ 0.86 /
L27/ 2.19 / L28/ 1.89 / L29/ 5.52 /
L30/ 27.86 / L31/ 11.88 / L32/ 1.19 /
L33/ 0.01 / L34/ 4.94 / L35/ 1.17 /
L36/ 0.61 / W2637/ 0.00 / L37/ 4.10 /
L38/ 3.36 / L39/ 3.67 / L41/ 7.54 /
4243/ 5.66 / 4344/ 4.36 / 6869/ 4.74 /
4445/ 5.81 / 4546/ 1.42 / 4647/ 3.84 /
4754/ 3.06 / 4849/ 0.13 / 5051/ 0.31 /
5253/ 0.17 / 5354/ 3.38 / 5462/ 2.55 /
5657/ 0.00 / 5758/ 0.19 / 5859/ 0.04 /
5960/ 0.05 / 6061/ 0.03 / 6162/ 0.05 /
6465/ 1.88 / 6566/ 3.86 / 6667/ 33.73 /
L595/ 1.90 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.01 / 5663ova/ 0.00 / 5663und/ 0.06 /
6364ova/ 0.00 / 6364und/ 2.11 / 6264ova/ 0.00 /
6264und/ 0.66 / 6768ova/ 0.00 / 6768und/ 0.45 /
4950ova/ 0.00 / 4950und/ 0.08 / 5152ova/ 0.00 /
5152und/ 0.12 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.30 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.05 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.03 /
L27/ 0.05 / L28/ 0.01 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.06 / 4344/ 0.05 / 6869/ 0.08 /
4445/ 0.06 / 4546/ 0.06 / 4647/ 0.07 /
4754/ 0.06 / 4849/ 0.00 / 5051/ 0.00 /
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/ 0.15 /
L595/ 0.02 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.01 /
6364ova/ 0.00 / 6364und/ 0.04 / 6264ova/ 0.00 /
6264und/ 0.05 / 6768ova/ 0.00 / 6768und/ 0.04 /
4950ova/ 0.00 / 4950und/ 0.00 / 5152ova/ 0.00 /
5152und/ 0.00 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.73 L2/ 101.73/ 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/ 97.28 L11/ 97.28/ 97.28 L12/ 97.28/ 97.28/
L13/ 97.28/ 97.28 L14/ 97.28/ 97.19 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.58 L31/ 97.58/ 94.95 L32/ 94.95/ 94.14/
L33/ 97.52/ 97.12 L34/ 94.14/ 94.11 L35/ 94.11/ 93.04/
L36/ 93.04/ 92.37 W2637/ 92.37/ 92.37 L37/ 92.37/ 92.20/
L38/ 92.20/ 92.20 L39/ 92.19/ 92.20 L41/ 92.00/ 91.59/
4243/ 91.59/ 90.77 4344/ 90.77/ 90.09 6869/ 87.94/ 87.77/
4445/ 90.09/ 89.83 4546/ 89.83/ 89.48 4647/ 89.48/ 89.46/
4754/ 89.46/ 89.28 4849/ 90.59/ 90.41 5051/ 90.33/ 90.07/
5253/ 89.94/ 89.53 5354/ 89.53/ 89.28 5462/ 89.28/ 88.94/
5657/ 99.23/ 99.23 5758/ 99.23/ 92.44 5859/ 92.44/ 91.60/
5960/ 91.60/ 91.16 6061/ 91.16/ 90.70 6162/ 90.51/ 88.94/
6465/ 88.77/ 88.19 6566/ 88.19/ 88.00 6667/ 88.00/ 87.99/
L595/ 88.94/ 88.78 L598/ 90.60/ 90.51 5556ova/ 98.41/ 98.41/
5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75 5663und/ 98.41/ 97.00/
6364ova/ 88.77/ 88.77 6364und/ 95.75/ 88.77 6264ova/ 88.77/ 88.77/
6264und/ 88.78/ 88.77 6768ova/ 87.94/ 87.94 6768und/ 87.99/ 87.94/
4950ova/ 90.33/ 90.33 4950und/ 90.35/ 90.33 5152ova/ 89.94/ 89.94/
5152und/ 89.96/ 89.94
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 11906
Total number of time steps during simulation.... 11000
Ratio of actual # of time steps / NTCYC......... 2.546
Average number of iterations per time step...... 1.082
Average time step size(seconds)................ 1.964
Smallest time step size(seconds)................ 0.625
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 2.918
Average minimum implicit time step (sec)........ 2.591
Average minimum junction time step (sec)........ 2.591
Average Courant Factor Tf....................... 2.591
Number of times omega reduced................... 172
*=========================================================*
| 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 1.10 12112 1 11 1 0 0
N2 0 1.12 12281 0 6 0 0 0
N3 0 1.11 12166 0 8 0 0 0
N4 0 1.13 12389 0 6 0 0 0
N5 0 1.23 13554 0 12 1 0 0
N6 0 1.53 16855 0 12 3 0 0
N7 0 2.26 24824 0 13 6 0 0
N8 0 3.02 33196 117 19 44 0 0
N9 0 2.40 26455 0 13 15 0 0
N10 0 1.12 12298 0 7 0 0 0
N11 0 1.64 18083 0 31 2 1 0
N12 0 2.39 26321 1 10 1 0 0
N13 0 2.79 30738 1 9 0 0 0
N14 0 2.21 24266 0 9 0 0 0
N15 0 1.10 12097 0 7 0 0 0
N24 0 1.11 12225 0 14 1 0 0
N25 0 1.11 12166 0 6 0 0 0
N26 0 1.18 12968 0 10 1 0 0
N27 0 1.14 12545 0 7 0 0 0
N28 0 1.07 11776 0 5 0 0 0
N29 0 1.11 12224 1 13 1 0 0
N30 0 1.15 12619 0 14 1 0 0
N31 0 1.10 12059 0 15 2 0 0
N32 0 1.12 12276 0 7 0 0 0
N33 0 1.10 12072 0 7 0 0 0
N34 0 1.17 12848 0 7 0 0 0
N35 0 1.24 13586 0 7 0 0 0
N36 0 1.13 12400 0 6 0 0 0
N37 0 1.15 12608 0 7 0 0 0
N38 0 1.21 13319 0 19 1 0 0
N39 0 1.15 12703 0 9 0 0 0
N41 0 1.19 13107 1 9 0 0 0
N42 0 1.18 13003 2 18 1 0 0
N43 0 1.18 12999 0 7 0 0 0
N44 0 1.17 12907 0 6 0 0 0
N45 0 1.16 12720 0 6 0 0 0
N69 0 1.27 13988 1 8 0 0 0
N46 0 1.19 13039 0 6 0 0 0
N47 0 1.18 13020 0 6 0 0 0
N48 0 1.10 12120 0 7 0 0 0
N49 0 1.32 14513 0 8 0 0 0
N50 0 1.34 14737 0 6 0 0 0
N51 0 1.60 17570 0 8 0 0 0
N52 0 1.58 17435 0 7 0 0 0
N53 0 1.88 20687 0 6 0 0 0
N54 0 2.02 22189 0 8 0 0 0
N55 0 1.13 12435 0 7 0 0 0
N56 0 1.22 13433 2 12 2 0 0
N57 0 1.05 11512 0 5 0 0 0
N58 0 1.07 11769 0 30 1 1 0
N59 0 1.08 11935 0 7 0 0 0
N60 0 1.09 11999 0 7 0 0 0
N61 0 1.17 12888 0 5 0 0 0
N62 0 2.36 25916 0 15 1 0 0
N63 0 1.35 14799 13 36 64 1 0
N64 0 1.28 14052 0 25 35 1 0
N65 0 1.16 12790 0 6 0 0 0
N66 0 1.25 13734 0 6 0 0 0
N67 0 1.36 14924 0 8 0 0 0
N68 0 1.27 13999 0 7 0 0 0
D1 0 2.07 22752 32 8 0 0 0
N60.7 0 1.15 12633 0 13 2 0 0
Total number of iterations for all junctions.. 943633
Minimum number of possible iterations......... 682000
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 103.5778 0 25 0.0000 6.4222 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.2977 0 25 0.0000 7.7023 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.0528 0 25 0.0000 8.9472 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.3579 0 25 0.0000 9.6421 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.8959 0 25 0.0000 10.1041 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5537 0 25 0.0000 10.4463 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5631 0 26 0.0000 10.4369 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5643 0 26 0.0000 10.4357 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5646 0 26 0.0000 10.4354 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8678 0 26 0.0000 11.1322 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6117 0 25 0.0000 12.3883 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6132 0 26 0.0000 12.3868 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6138 0 25 0.0000 12.3862 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6143 0 26 0.0000 12.3857 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.8921 0 26 0.0000 15.1079 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.6639 0 26 0.0000 15.3361 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.1696 0 26 0.0000 15.8304 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.7987 0 26 0.0000 16.2013 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.2829 0 26 0.0000 16.7171 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8087 0 26 0.0000 9.1913 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.8934 0 26 0.0000 6.1066 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.9007 0 30 0.0000 4.0993 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.1796 0 30 0.0000 11.8204 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.8256 0 32 0.0000 14.1744 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8661 0 25 0.0000 12.1339 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.9661 0 32 0.0000 15.0339 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.8903 0 32 0.0000 15.1097 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6684 0 32 0.0000 16.3316 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.2153 0 29 0.0000 16.7847 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.1969 0 28 0.0000 16.8031 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.1327 0 29 0.0000 16.8673 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.0098 0 29 0.0000 16.9902 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.6399 0 30 0.0000 17.3601 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.7153 0 32 0.0000 18.2847 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.0283 0 44 0.0000 18.9717 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.9984 0 44 0.0000 19.0016 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.2036 0 46 0.0000 20.7964 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.9690 0 45 0.0000 19.0310 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.9560 0 45 0.0000 9.0440 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.9604 0 45 0.0000 8.0396 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.4100 90.9556 0 45 0.0000 8.0444 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.3300 90.9528 0 45 0.0000 8.0472 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.9524 0 45 0.0000 8.0476 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.9511 0 45 0.0000 8.0489 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.9511 0 45 0.0000 8.0489 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.9512 0 45 0.0000 8.0488 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 99.9975 0 25 0.0000 10.0025 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5407 0 25 0.0000 10.4593 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2439 0 25 0.0000 10.7561 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5769 0 26 0.0000 6.4231 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7717 0 25 0.0000 7.2283 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2685 0 26 0.0000 7.7315 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.9625 0 27 0.0000 8.0375 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.9508 0 45 0.0000 8.0492 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0563 0 25 0.0000 1.9437 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.7131 0 45 0.0000 9.2869 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.6746 0 45 0.0000 9.3254 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.6562 0 45 0.0000 9.3438 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.6448 0 46 0.0000 9.3552 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.3639 0 46 0.0000 9.6361 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.9506 0 45 0.0000 19.0494 1.0000 0.0000 0.0000 0.0000
N60.7 100.0000 91.7000 91.0330 0 27 0.0000 8.9670 1.0000 0.0000 0.0000 0.0000
*======================================================*
| Table E10 - CONDUIT SUMMARY STATISTICS |
| Note: The peak flow may be less than the design flow |
| and the conduit may still surcharge because of the |
| downstream boundary conditions. |
| |
| * denotes an open conduit that has been overtopped |
| this is a potential source of severe errors |
*======================================================*
Conduit Maximum Maximum Time Maximum Time Ratio of Maximum Depth Ratio
Design Design Vertical Computed of Computed of Max. to at Pipe Ends d/D
Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm US DS
Name (cms) (m/s) (mm) (cms) Hr. Min. (m/s) Hr. Min. Flow (m) (m)
--------------- ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- ----- -----
L1 23.7900 1.8594 2000.000 1.0117 0 25 0.9850 0 24 0.0425 103.5778 102.2977 .3739 .2938
L2 31.3792 2.1255 2000.000 1.0071 0 25 0.8688 0 25 0.0321 102.2977 101.0528 .2938 .3364
L3 21.1637 1.3610 2000.000 0.9988 0 25 0.5531 0 25 0.0472 101.0528 100.3579 .3364 .4489
L4 14.8201 1.0611 2000.000 1.9211 0 25 0.6483 0 25 0.1296 100.3579 99.8959 .4489 .4279
L5 14.1212 0.8828 2000.000 1.9112 0 25 0.6827 0 25 0.1353 99.8959 99.5537 .4279 .3468
L6 107.6004 6.2310 2000.000 1.9249 0 25 0.5008 0 25 0.0179 99.5537 99.5631 .3468 .6165
L7 212.9831 7.4760 2500.000 1.9341 0 25 0.1853 0 25 0.0091 99.5631 99.5643 .4932 .7057
L8 226.7844 7.2108 2500.000 2.1757 0 25 0.1083 0 25 0.0096 99.5643 99.5646 .7057 .8779
L9 5.4768 0.2939 750.0000 2.1319 0 26 0.4568 0 26 0.3893 99.5646 99.3921 .4595 .2428
L10 230.8083 6.4940 2000.000 2.1316 0 26 0.3864 0 26 0.0092 98.8678 97.6117 .0839 .4559
L11 134.5580 5.4454 2000.000 2.1452 0 26 0.2329 0 26 0.0159 97.6117 97.6132 .4559 .7566
L12 167.9513 6.1277 2500.000 2.1645 0 26 0.1509 0 26 0.0129 97.6132 97.6138 .6053 .8455
L13 106.1819 4.1033 2750.000 2.9415 0 25 0.1713 0 25 0.0277 97.6138 97.6143 .7686 .9689
L14 3.7006 0.2681 800.0000 2.9388 0 26 0.7031 0 26 0.7942 97.6143 97.5259 .5929 .4949
L15 41.4767 1.7785 1500.000 2.9379 0 26 0.5673 0 25 0.0708 94.8921 94.6639 .2881 .4226
L24 46.8109 1.7908 2000.000 2.9242 0 26 0.7338 0 26 0.0625 94.6639 94.1696 .3170 .2898
L25 97.5504 2.8631 2500.000 3.7809 0 26 0.6704 0 25 0.0388 94.1696 93.7987 .2319 .3795
L26 39.8090 1.2386 3000.000 3.7618 0 26 1.0339 0 26 0.0945 93.7987 93.2829 .3162 .1810
L27 416.5903 6.9969 3500.000 3.7597 0 26 0.8593 0 25 0.0090 93.2829 93.1969 .1551 .3420
Section 4
L28 142.9406 2.4129 2000.000 0.8932 0 26 0.6840 0 26 0.0062 120.8087 113.8934 .1544 .1967
L29 111.2914 2.2238 2000.000 1.7575 0 27 0.9797 0 27 0.0158 113.8934 105.9007 .1967 .2004
L30 121.4510 2.4983 2000.000 2.2860 0 30 0.7127 0 30 0.0188 105.9007 98.1796 .2004 .3398
L31 81.3908 1.8198 2000.000 3.2906 0 30 0.5481 0 22 0.0404 98.1796 95.8256 .3398 .5128
L32 10.6189 1.0497 1500.000 3.4679 0 32 0.9496 0 32 0.3266 95.8256 94.9661 .6837 .5974
L33 13.2107 0.8025 900.0000 0.3835 0 25 0.3712 0 24 0.0290 97.8661 97.3131 .3957 .2145
L34 27.1462 0.7567 2000.000 3.6638 0 32 0.3414 0 31 0.1350 94.9661 94.8903 .4481 .4602
L35 151.1332 2.3985 2800.000 3.6617 0 32 0.7314 0 31 0.0242 94.8903 93.6684 .3287 .2459
L36 604.2278 7.2058 3400.000 3.8278 0 32 1.4530 0 17 0.0063 93.6684 93.2153 .2025 .2663
W2637 41.0450 1.2356 2000.000 0.0111 0 26 0.1064 0 26 0.0003 93.7987 93.6280 .0393 .0040
L37 268.7941 4.1638 3600.000 3.8907 0 32 0.5740 0 41 0.0145 93.2153 93.1969 .2515 .3325
L38 20.3679 0.8611 2000.000 7.2390 0 28 0.8688 0 27 0.3554 93.1969 93.1327 .5984 .5764
L39 220.6626 2.1612 4000.000 -7.2093 0 28 -0.8032 0 28 -0.0327 93.1327 93.0098 .2382 .2575
L41 24.3580 0.8853 2000.000 7.1548 0 29 0.6383 0 28 0.2937 93.0098 92.6399 .5649 .5799
4243 57.3946 1.4914 2000.000 7.4325 0 31 0.6999 0 42 0.1295 92.6399 91.7153 .5799 .5326
4344 63.4676 1.7564 2000.000 7.3990 0 32 0.8367 0 30 0.1166 91.7153 91.0283 .5326 .5141
6869 43.1813 0.6276 2800.000 7.5246 0 46 0.5258 0 46 0.1743 89.3639 89.2036 .5442 .5441
4445 86.8567 1.9041 2500.000 7.2850 0 32 0.6090 0 30 0.0839 91.0283 90.9984 .4113 .5194
4546 96.3889 3.0307 2500.000 7.1647 0 32 1.0494 0 19 0.0743 90.9984 90.9690 .5194 .6516
4647 19.5453 0.7456 2500.000 6.8618 0 33 1.0206 0 25 0.3511 90.9690 90.9560 .6516 .6544
4754 69.8137 1.6227 2500.000 6.5086 0 33 0.8559 0 24 0.0932 90.9560 90.9512 .6544 .7085
4849 68.7768 2.2981 2000.000 1.2453 0 25 0.9140 0 25 0.0181 90.9604 90.9556 .1902 .2728
5051 53.2734 2.2916 2000.000 1.7500 0 25 0.9833 0 25 0.0328 90.9528 90.9524 .3114 .4412
5253 101.3181 4.3724 2000.000 1.8964 0 25 1.5855 0 22 0.0187 90.9511 90.9511 .5105 .7106
5354 215.9379 3.0206 2500.000 1.2519 0 21 0.4220 0 15 0.0058 90.9511 90.9512 .5685 .6765
5462 217.9611 2.6925 2500.000 6.5664 0 43 0.2736 2 33 0.0301 90.9512 90.9508 .6765 .8123
5657 69.9273 5.9238 400.0000 0.0920 0 25 0.4010 0 24 0.0013 99.5407 99.2439 .0266 .0346
5758 51.4571 6.0705 500.0000 0.0783 0 25 0.0778 0 25 0.0015 99.2439 92.5769 .0277 .2738
5859 18.9395 2.2745 1000.000 0.3956 0 26 0.7167 0 26 0.0209 92.5769 91.7717 .1369 .1717
5960 27.1929 2.5298 1000.000 0.4949 0 25 0.6754 0 25 0.0182 91.7717 91.2685 .1717 .1085
6061 54.8120 3.2856 1000.000 0.4936 0 26 0.3574 1 2 0.0090 91.2685 91.0330 .1085 .3330
6162 84.2671 4.7255 2000.000 0.6166 0 25 1.3524 0 14 0.0073 90.9625 90.9508 .2312 1.015 *
6465 90.4168 2.4565 2400.000 7.2446 0 45 0.9344 0 25 0.0801 89.7131 89.6746 .4513 .6644
6566 57.6108 1.7304 2400.000 7.2387 0 45 0.7220 0 16 0.1256 89.6746 89.6562 .6644 .7817
6667 54.3218 0.8545 2400.000 7.5343 0 45 0.2712 0 10 0.1387 89.6562 89.6448 .7817 .8478
L595 217.9611 2.6925 2500.000 6.7536 0 45 0.1915 0 1 0.0310 90.9508 90.9506 .8123 .8803
L598 1.4897 2.7588 450.0000 0.4826 0 27 0.9021 0 26 0.3240 91.0330 90.9625 .9623 1.027
5556ova 8.0165 3.7039 500.0000 0.2598 0 25 1.4296 0 25 0.0324 99.9975 99.5469 .2949 .2938
5556unda 0.2730 2.4721 375.0000 0.2196 0 25 1.9654 0 25 0.8045 99.9975 99.5407 2.873 2.855
5663ova 7.0634 3.0050 500.0000 0.3266 0 25 1.1413 0 25 0.0462 99.5407 98.1405 .2813 .2811
5663und 0.2114 1.9145 375.0000 0.2351 0 24 2.1551 0 24 1.1121 99.5407 97.3423 3.041 .9129
6364ova 109.2892 6.1392 1800.000 0.2998 0 25 0.6542 0 25 0.0027 97.0563 89.9351 .0313 .0195
6364und 0.6735 4.2350 450.0000 0.6253 0 21 3.8982 0 21 0.9284 97.0563 89.7131 2.902 2.406
6264ova 48.9163 1.4846 800.0000 0.2251 0 45 0.3657 0 45 0.0046 90.9506 90.9034 .0883 .0542
6264und 3.2349 3.4667 1090.000 3.2428 0 45 3.4662 0 46 1.0024 90.9506 89.7131 2.018 .9936
6768ova 22.4678 1.2234 600.0000 4.3128 0 46 0.9801 0 46 0.1920 89.6448 89.5814 .4079 .3357
6768und 3.2349 3.4667 1090.000 2.0409 0 31 2.1468 0 31 0.6309 89.6448 89.3639 1.545 1.398
4950ova 6.3533 1.0576 500.0000 0.0000 0 0 0.0000 0 0 0.0000 90.9528 90.9528 .0000 .0000
4950und 2.1890 1.6215 450.0000 0.6235 0 25 0.6757 0 28 0.2848 90.9556 90.9528 1.345 1.383
5152ova 3.7458 0.5087 500.0000 0.0000 0 0 0.0000 0 0 0.0000 90.9511 90.9511 .0000 .0000
5152und 6.8731 2.7770 825.0000 0.8740 0 25 0.9104 0 25 0.1272 90.9524 90.9511 1.202 1.237
FREE # 1 Undefnd Undefnd Undefn 7.5246 0 46
*==================================================*
| 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 0.2824 1.0305 0.6552
L2 0.0000 360.0000 0.0000 0.0000 0.2949 1.1608 0.5468
L3 0.0000 360.0000 0.0000 0.0000 0.3662 1.8079 0.4339
L4 0.0000 360.0000 0.0000 0.0000 0.4364 2.9658 0.5677
L5 0.0000 360.0000 0.0000 0.0000 0.4253 2.8022 0.5277
L6 0.0000 360.0000 0.0000 0.0000 0.4363 3.8576 0.4814
L7 0.0000 360.0000 0.0000 0.0000 0.7296 10.4524 0.2772
L8 0.0000 360.0000 0.0000 0.0000 0.9973 20.0923 0.2143
L9 0.0000 0.0000 0.0000 360.0000 0.1719 4.6674 0.1203
L10 0.0000 360.0000 0.0000 0.0000 0.3766 5.5249 0.2083
L11 0.0000 360.0000 0.0000 0.0000 0.5908 9.2144 0.2822
L12 0.0000 360.0000 0.0000 0.0000 0.8821 14.3445 0.2735
L13 0.0000 360.0000 0.0000 0.0000 0.8747 17.1791 0.4091
L14 0.0000 0.0000 0.0000 360.0000 0.2390 4.1801 0.3059
L15 0.0000 360.0000 0.0000 0.0000 0.3783 5.1934 0.3015
L24 0.0000 360.0000 0.0000 0.0000 0.3246 3.9863 0.4449
L25 0.0000 360.0000 0.0000 0.0000 0.4739 5.6543 0.5111
L26 0.0000 360.0000 0.0000 0.0000 0.4644 3.6384 0.7710
L27 0.0000 360.0000 0.0000 0.0000 0.4413 4.5450 0.7275
L28 0.0000 360.0000 0.0000 0.0000 0.2336 1.3071 0.2399
L29 0.0000 360.0000 0.0000 0.0000 0.2873 1.7942 0.3844
L30 0.0000 360.0000 0.0000 0.0000 0.3304 3.2077 0.3850
L31 0.0000 360.0000 0.0000 0.0000 0.3667 6.5714 0.4383
L32 0.0000 360.0000 0.0000 0.0000 0.4612 3.6518 0.9125
L33 0.0000 0.0000 0.0000 360.0000 0.1174 1.0365 0.1016
L34 0.0000 360.0000 0.0000 0.0000 0.5189 10.7330 0.3100
L35 0.0000 360.0000 0.0000 0.0000 0.2439 5.0120 0.5876
L36 0.0000 360.0000 0.0000 0.0000 0.2393 4.9317 0.7192
W2637 352.6042 0.0000 0.0000 7.3958 0.0234 0.1041 0.0046
L37 0.0000 360.0000 0.0000 0.0000 0.5528 7.4389 0.5673
L38 0.0000 360.0000 0.0000 0.0000 0.5539 8.3994 1.0151
L39 0.0000 125.6111 234.3889 0.0000 0.6081 9.0622 0.7899
L41 0.0000 360.0000 0.0000 0.0000 0.7090 11.2708 0.7265
4243 0.0000 360.0000 0.0000 0.0000 0.4411 10.6596 0.7751
4344 1.2083 358.7917 0.0000 0.0000 0.4219 9.1219 0.8172
6869 10.0000 350.0000 0.0000 0.0000 0.8269 14.3102 0.8012
4445 0.2083 359.7917 0.0000 0.0000 0.7766 14.9008 0.6052
4546 0.2083 359.7917 0.0000 0.0000 0.7281 12.1612 1.0600
4647 1.2083 358.7917 0.0000 0.0000 0.9117 12.4425 1.0433
4754 0.2083 359.7917 0.0000 0.0000 0.9384 21.5107 0.6772
4849 0.2083 34.7292 0.0000 325.0625 0.2645 2.4451 0.2914
5051 0.2083 61.6875 0.0000 298.1042 0.5886 5.7377 0.2582
5253 0.2083 359.7917 0.0000 0.0000 0.7412 9.0619 0.4311
5354 0.2083 355.5833 0.0000 4.2083 1.2049 39.0945 0.0716
5462 4.3750 355.6250 0.0000 0.0000 1.3362 50.6526 0.2418
5657 352.9375 7.0625 0.0000 0.0000 0.0081 0.2429 0.0045
5758 274.9167 85.0833 0.0000 0.0000 0.0628 1.0087 0.0058
5859 0.2083 359.7917 0.0000 0.0000 0.1195 0.5529 0.1103
5960 0.2083 359.7917 0.0000 0.0000 0.0898 0.7328 0.0945
6061 0.2083 55.3833 0.0000 304.4083 0.1436 2.0169 0.0543
6162 0.2083 359.7917 0.0000 0.0000 0.5824 8.2657 0.4778
6465 0.2083 359.7917 0.0000 0.0000 0.6231 10.5768 0.9835
6566 1.2917 358.7083 0.0000 0.0000 0.8824 18.4376 0.6813
6667 0.2083 359.7917 0.0000 0.0000 1.0694 42.9943 0.3427
L595 1.0417 358.9583 0.0000 0.0000 1.3610 61.1609 0.2328
L598 1.4167 358.5833 0.0000 0.0000 0.2312 0.5354 0.4035
5556ova 332.1000 25.6153 0.0000 2.2847 0.0701 0.1824 0.2097
5556unda 0.2083 52.9250 0.0000 306.8667 0.1107 0.1136 2.1107
5663ova 326.2643 0.0000 0.0000 33.7357 0.0737 0.2863 0.1604
5663und 0.2083 0.0000 0.0000 359.7917 0.1115 0.1091 1.5979
6364ova 346.2292 0.0000 0.0000 13.7708 0.0461 0.4584 0.0299
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1639 4.3857
6264ova 345.0667 0.0000 0.0000 14.9333 0.0386 0.6178 0.0208
6264und 1.6667 358.3333 0.0000 0.0000 0.3298 0.9356 5.6905
6768ova 307.5000 0.0000 0.0000 52.5000 0.1520 4.4007 0.2186
6768und 9.9583 350.0417 0.0000 0.0000 0.3315 0.9577 2.9909
4950ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4950und 1.2083 358.7917 0.0000 0.0000 0.3151 1.4775 0.2070
5152ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5152und 1.2083 358.7917 0.0000 0.0000 0.4899 2.7087 0.2893
*===========================================*
| 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 0.0772 1668.3407 0.0013 1.0000 0.3166 0.0842 0.1581 12.2534
L2 0.0774 1671.0865 0.0014 1.0000 0.2698 0.0832 0.1854 12.2534
L3 0.0775 1673.1897 0.0016 1.0000 0.1700 0.1036 0.2880 12.2534
L4 0.1462 3158.9343 0.0024 1.0000 0.0970 0.1411 0.5300 12.2534
L5 0.1466 3166.3858 0.0029 1.0000 0.0572 0.2355 0.9801 12.2534
L6 0.1466 3167.4298 0.0054 1.0000 0.0296 0.3345 2.3486 2.8727
L7 0.1466 3166.9326 0.0077 1.0000 0.0075 0.6137 7.6110 2.8593
L8 0.1647 3558.0186 0.0109 1.0000 0.0035 0.8651 15.8492 2.8591
L9 0.1649 3560.9179 0.0025 1.0000 0.2400 0.0473 0.8905 6.1267
L10 0.1650 3563.1901 0.0029 1.0000 0.0608 0.2581 3.6530 6.3378
L11 0.1645 3553.5878 0.0045 1.0000 0.0108 0.4941 6.7436 2.8640
L12 0.1635 3531.8553 0.0060 1.0000 0.0052 0.7848 11.6038 2.8617
L13 0.2247 4853.0525 0.0079 1.0000 0.0049 0.8535 13.9912 2.8644
L14 0.2241 4841.2580 0.0032 1.0000 0.2394 0.1148 0.8427 6.1267
L15 0.2245 4849.7135 0.0034 1.0000 0.1153 0.1215 1.2828 8.1937
L24 0.2248 4855.0176 0.0031 1.0000 0.2310 0.0870 0.6938 8.1690
L25 0.2947 6366.5758 0.0048 1.0000 0.1764 0.1257 1.0655 8.1884
L26 0.2955 6383.0108 0.0041 1.0000 0.2581 0.1335 0.7170 8.1690
L27 0.2960 6394.4384 0.0045 1.0000 0.1482 0.1604 1.1033 4.0845
L28 0.0899 1941.7563 0.0012 1.0000 0.3535 0.0661 0.2759 8.1690
L29 0.1678 3624.2054 0.0019 1.0000 0.2953 0.0875 0.4348 8.1690
L30 0.2850 6156.1648 0.0028 1.0000 0.2469 0.1462 0.9571 8.1690
L31 0.4024 8691.2504 0.0043 1.0000 0.1584 0.1678 1.5444 8.1690
L32 0.4360 9417.4234 0.0039 1.0000 0.2666 0.1929 0.9443 10.2112
L33 0.0251 542.4682 0.0007 1.0000 0.3479 0.0308 0.1301 12.2534
L34 0.4627 9994.8746 0.0045 1.0000 0.0645 0.2328 3.4769 10.2112
L35 0.4639 10021.105 0.0042 1.0000 0.3128 0.1381 1.1675 10.2112
L36 0.4869 10516.209 0.0043 1.0000 0.5740 0.1115 0.8187 3.6760
W2637 0.0001 2.3924 0.0000 0.0306 0.0126 0.0005 0.0020 0.1000
L37 0.4883 10548.252 0.0045 1.0000 0.1745 0.1974 1.7052 3.6760
L38 0.7868 16995.002 0.0080 1.0000 0.1620 0.2306 1.9209 3.6760
L39 -0.7878 -17016.14 0.0080 1.0000 0.0000 0.2178 2.2976 8.1690
L41 0.7926 17120.869 0.0076 1.0000 0.1558 0.2383 2.7460 8.1690
4243 0.8416 18178.702 0.0080 0.9993 0.2313 0.1890 2.2071 5.0812
4344 0.8480 18316.690 0.0075 0.9970 0.2668 0.1782 2.1057 0.0736
6869 1.3091 28276.978 0.0063 0.9780 0.1241 0.3772 4.6946 0.1488
4445 0.8698 18788.533 0.0077 0.9994 0.1341 0.2564 3.9941 4.6242
4546 0.8884 19189.859 0.0079 0.9993 0.3187 0.2466 2.6046 3.1758
4647 0.8900 19223.389 0.0083 0.9971 0.1377 0.3230 3.0968 0.0505
4754 0.9049 19545.316 0.0088 0.9994 0.2583 0.2846 4.6487 3.3030
4849 0.1030 2223.9579 0.0016 0.9994 0.5500 0.0647 0.4288 3.3030
5051 0.1384 2989.9016 0.0025 0.9994 0.7784 0.1232 1.0733 3.3030
5253 0.1492 3223.1600 0.0034 0.9994 0.5640 0.1748 1.7530 1.9818
5354 0.1505 3249.7241 0.0059 0.9993 0.0671 0.2982 8.7772 3.1757
5462 1.0567 22824.505 0.0207 0.9902 0.2010 0.3825 12.4765 0.0807
5657 0.0008 17.3921 0.0001 0.0284 0.0317 0.0002 0.0051 0.0200
5758 0.0008 17.7109 0.0001 0.3844 0.0054 0.0108 0.1690 0.0350
5859 0.0292 631.4548 0.0007 0.9994 0.3829 0.0256 0.1008 3.9636
5960 0.0370 799.1461 0.0006 0.9994 0.3631 0.0200 0.1213 3.3030
6061 0.0371 801.6190 0.0007 0.9993 0.7231 0.0263 0.2994 3.1757
6162 0.0508 1097.1798 0.0010 0.9994 0.1782 0.1529 1.7794 3.3031
6465 1.2276 26516.662 0.0093 0.9994 0.3108 0.2647 3.2491 3.3030
6566 1.2281 26526.868 0.0092 0.9969 0.1655 0.3712 5.8829 0.0601
6667 1.3054 28196.143 0.0108 0.9994 0.0451 0.4799 14.7582 5.2849
L595 1.1059 23887.364 0.0413 0.9974 0.1044 0.4586 16.2359 0.0815
L598 0.0373 805.1991 0.0005 0.9967 0.2895 0.0677 0.1286 0.3599
5556ova 0.0077 165.3109 0.0003 0.1230 0.1095 0.0062 0.0115 0.0202
5556unda 0.0286 618.5229 0.0003 0.9994 1.3972 0.0369 0.0272 0.9248
5663ova 0.0141 303.8299 0.0003 0.1543 0.1353 0.0074 0.0232 0.0201
5663und 0.0345 746.0003 0.0003 0.9993 1.2083 0.0427 0.0302 0.8892
6364ova 0.0059 126.8599 0.0003 0.0602 0.0750 0.0017 0.0169 0.0500
6364und 0.0687 1484.6663 0.0022 0.9994 1.0991 0.0659 0.0639 0.9248
6264ova 0.0047 101.5690 0.0002 0.0815 0.0470 0.0020 0.0297 0.0200
6264und 1.1011 23782.781 0.0033 0.9964 0.6209 0.1813 0.4015 0.0140
6768ova 0.3775 8153.2836 0.0037 0.2664 0.1816 0.0310 0.8095 0.0200
6768und 0.9310 20109.897 0.0033 0.9780 0.5694 0.1792 0.4450 0.0140
4950ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0269
4950und 0.1031 2226.4201 0.0010 0.9971 1.1247 0.0694 0.3319 0.0120
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0278
5152und 0.1385 2990.7731 0.0018 0.9970 0.7302 0.1109 0.6213 0.0120
FREE # 1 1.3092 28279.572
*===============================================================*
| Table E13. Channel losses(H), headwater depth (HW), tailwater |
| depth (TW), critical and normal depth (Yc and Yn). |
| Use this section for culvert comparisons |
*===============================================================*
Conduit Maximum Head Friction Critical Normal HW TW
Name Flow Loss Loss Depth Depth Elevat Elevat
--------------- --------- --------- --------- --------- --------- --------- ---------
L1 1.0049 0.0000 1.2294 0.5343 0.6923 103.5763 102.2951 Max Flow
L2 0.9957 0.0000 0.9530 0.4708 0.5841 102.2953 101.0479 Max Flow
L3 0.9798 0.0000 0.4143 0.4668 0.6671 101.0482 100.3547 Max Flow
L4 1.9004 0.0000 0.4585 0.5460 0.8886 100.3550 99.8886 Max Flow
L5 1.8690 0.0000 0.3232 0.4617 0.8820 99.8890 99.5482 Max Flow
L6 1.8704 0.0000 0.0108 0.5419 0.4648 99.5482 99.5585 Max Flow
L7 1.8596 0.0000 0.0007 0.5017 0.4199 99.5586 99.5600 Max Flow
L8 2.1170 0.0000 0.0001 0.5060 0.4331 99.5602 99.5605 Max Flow
L9 2.0558 0.0000 0.1541 0.1801 0.4892 99.5605 99.3901 Max Flow
L10 2.0486 0.0000 0.0333 0.1907 0.1635 98.8640 97.6095 Max Flow
L11 2.0246 0.0000 0.0023 0.4612 0.4232 97.6095 97.6106 Max Flow
L12 1.9890 0.0000 0.0005 0.5258 0.4727 97.6108 97.6110 Max Flow
L13 2.8800 0.0000 0.0009 0.7443 0.6875 97.6111 97.6114 Max Flow
L14 2.8340 0.0000 0.0702 0.3954 0.5794 97.6115 97.5254 Max Flow
L15 2.8081 0.0000 0.1971 0.2567 0.4217 94.8819 94.6482 Max Flow
L24 2.7385 0.0000 0.4752 0.4228 0.6036 94.6483 94.1611 Max Flow
L25 3.6590 0.0000 0.2225 0.4338 0.5696 94.1614 93.7785 Max Flow
L26 3.5512 0.0000 0.4420 0.5262 1.0357 93.7787 93.2660 Max Flow
L27 3.5118 0.0000 0.0874 0.5565 0.5228 93.2664 93.1230 Max Flow
L28 0.8471 0.0000 4.4189 0.2153 0.2988 120.8004 113.8801 Max Flow
L29 1.7147 0.0000 7.9868 0.2796 0.3861 113.8760 105.9006 Max Flow
L30 2.2847 0.0000 3.4282 0.2933 0.4006 105.9006 98.1795 Max Flow
L31 3.2898 0.0000 0.8705 0.4749 0.6795 98.1795 95.8195 Max Flow
L32 3.4266 0.0000 0.8285 0.6917 0.9873 95.8201 94.9634 Max Flow
L33 0.3815 0.0000 0.5356 0.1927 0.3180 97.8656 97.3126 Max Flow
L34 3.6363 0.0000 0.0763 0.3758 0.8544 94.9636 94.8877 Max Flow
L35 3.6290 0.0000 1.1766 0.7093 0.8306 94.8887 93.6672 Max Flow
L36 3.8018 0.0000 0.1511 0.6879 0.6866 93.6676 93.2126 Max Flow
W2637 0.0062 0.0000 0.1527 0.0045 0.0241 93.7787 93.6245 Max Flow
L37 3.8595 0.0000 0.0386 0.5672 0.6679 93.1735 93.1499 Max Flow
L38 7.0824 0.0000 0.0580 0.8124 1.4089 93.1931 93.1305 Max Flow
L39 -0.0189 0.0000 -0.0096 0.0058 0.0183 92.1858 92.1953 Max Flow
L41 7.1366 0.0000 0.3736 0.6467 1.1256 93.0091 92.6375 Max Flow
4243 7.3629 0.0000 0.9125 0.7529 1.1342 92.6376 91.7034 Max Flow
4344 7.2363 0.0000 0.7366 0.7256 1.0225 91.7004 90.9450 Max Flow
6869 7.5017 0.0000 0.1603 0.6933 1.5216 89.3620 89.2016 Max Flow
4445 7.1175 0.0000 0.0769 0.5212 0.7792 90.9452 90.8777 Max Flow
4546 6.9893 0.0000 0.1013 0.8834 1.0729 90.8781 90.7966 Max Flow
4647 6.7356 0.0000 0.0305 0.7242 1.5916 90.7972 90.7662 Max Flow
4754 6.4529 0.0000 0.0137 0.6571 0.9585 90.7669 90.7561 Max Flow
4849 1.2304 0.0000 0.2353 0.2689 0.3461 90.9462 90.6788 Max Flow
5051 1.7223 0.0000 0.3076 0.1941 0.2748 90.6234 90.2966 Max Flow
5253 1.8569 0.0000 0.1379 0.3067 0.2893 90.2215 89.9982 Max Flow
5354 1.0830 0.0000 0.0536 0.0853 0.1418 89.6778 89.5748 Max Flow
5462 6.5301 0.0000 0.0009 0.2546 0.3633 90.9504 90.9499 Max Flow
5657 0.0872 0.0000 0.2444 0.0130 0.0077 99.5403 99.2418 Max Flow
5758 0.0597 0.0000 0.0102 0.0138 0.0083 99.2418 92.5713 Max Flow
5859 0.3663 0.0000 0.5335 0.1135 0.1305 92.5713 91.7691 Max Flow
5960 0.4747 0.0000 0.4823 0.1241 0.1438 91.7691 91.2657 Max Flow
6061 0.4649 0.0000 0.0258 0.0956 0.1041 91.2657 91.0058 Max Flow
6162 0.6053 0.0000 0.0415 0.4361 0.4439 90.9455 89.9960 Max Flow
6465 7.2439 0.0000 0.0706 0.8938 0.9808 89.7130 89.6743 Max Flow
6566 7.2347 0.0000 0.0229 0.9486 1.1742 89.6743 89.6558 Max Flow
6667 7.5315 0.0000 0.0119 0.7351 1.2357 89.6558 89.6443 Max Flow
L595 6.7145 0.0000 0.0003 0.2586 0.3705 90.9499 90.9496 Max Flow
L598 0.4345 0.0576 0.0070 0.2373 0.1556 91.0058 90.9455 Max Flow
5556ova 0.2554 0.0000 0.4460 0.1819 0.1459 99.9968 99.5459 Max Flow
5556unda 0.2195 0.1722 0.2839 0.3348 0.2545 99.9968 99.5403 Max Flow
5663ova 0.3240 0.0000 1.3961 0.1563 0.1402 99.5403 98.1402 Max Flow
5663und 0.2351 0.6042 1.5964 0.3423 0.3750 99.5403 97.3423 Max Flow
6364ova 0.2845 0.0000 7.0984 0.0345 0.0333 97.0552 89.9333 Max Flow
6364und 0.6232 1.5384 5.9815 1.3052 0.3418 97.0552 89.5348 Max Flow
6264ova 0.2176 0.0000 0.0406 0.0427 0.0678 90.9496 90.9027 Max Flow
6264und 3.2415 1.1184 0.1184 0.9810 0.8966 90.9496 89.7130 Max Flow
6768ova 4.2894 0.0000 0.0473 0.2008 0.2741 89.6443 89.5808 Max Flow
6768und 2.0132 0.3804 0.0447 0.8009 0.6227 89.4515 89.0344 Max Flow
4950ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4950und 0.6132 0.0377 0.0024 0.1621 0.1555 90.6664 90.6232 Max Flow
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
5152und 0.8515 0.0629 0.0042 0.2016 0.1676 90.2968 90.2213 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 165.0000 195.0000 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 250.0000 0.0000 110.0000 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 255.0000 0.0000 105.0000 0.0000 0.0000 0.0000 0.0000 None
L14 135.0000 225.0000 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 205.0000 155.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 300.0000 10.0000 0.0000 0.0000 0.0000 50.0000 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 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 20.0000 340.0000 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 180.0000 180.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 0.0000 290.0000 35.0000 0.0000 0.0000 0.0000 35.0000 0.0000 None
W2637 5.0000 5.0000 350.0000 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 350.0000 10.0000 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 0.0000 360.0000 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 150.0000 210.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 15.0000 345.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5051 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5253 35.0000 305.0000 10.0000 5.0000 0.0000 0.0000 5.0000 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 45.0000 315.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6061 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 10.0000 330.0000 10.0000 0.0000 10.0000 0.0000 0.0000 0.0000 None
6465 5.0000 355.0000 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
L598 0.0000 0.0000 275.0000 75.0000 0.0000 0.0000 10.0000 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 325.0000 0.0000 0.0000 35.0000 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 325.0000 0.0000 0.0000 0.0000 35.0000 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 10.0000 5.0000 345.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 0.0000 120.0000 0.0000 0.0000 240.0000 0.0000 None
6768ova 20.0000 30.0000 310.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 60.0000 115.0000 0.0000 45.0000 140.0000 0.0000 None
4950ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950und 0.0000 315.0000 0.0000 25.0000 15.0000 5.0000 0.0000 0.0000 None
5152ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5152und 0.0000 0.0000 220.0000 110.0000 0.0000 20.0000 10.0000 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 1.2500 1.2500 0.0000
L2 355.7500 355.7500 0.0000 0.0000
L3 358.7083 358.7083 0.0000 0.0000
L4 301.3750 301.4083 0.0000 0.0000
L5 0.0333 327.9583 0.0000 0.0000
L6 0.0000 350.4792 0.0000 0.0000
L7 0.0000 340.3750 0.0000 0.0000
L8 0.0000 347.9583 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 359.8333 0.0000 0.0000
L12 0.0000 346.1111 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 14.6944 14.7222 0.0000 0.0000
L25 357.1250 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 162.2083 163.4167 0.0000 0.0000
L29 329.0000 329.0000 0.0000 0.0000
L30 358.8333 358.8333 0.0000 0.0000
L31 358.8333 358.8333 0.0000 0.0000
L32 29.5556 29.5556 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.2500 350.5417 0.0000 0.0000
L35 7.7917 7.7917 0.0000 0.0000
L36 69.9861 70.0417 0.0000 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 301.5694 359.0000 0.0000 0.0000
L38 0.0417 7.6667 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 17.3333 61.2917 0.0000 0.0000
4243 44.1875 44.1875 0.1250 0.0000
4344 2.3333 2.3333 0.0000 0.0000
6869 4.2118 5.2951 0.0000 0.0000
4445 287.1250 354.9583 0.0000 0.0000
4546 9.4167 51.7917 3.7083 0.0000
4647 0.1042 5.3333 0.0000 0.0000
4754 7.3333 63.3958 0.0000 0.0000
4849 7.0917 31.8792 0.0000 0.0000
5051 7.6042 46.2708 1.0417 0.0000
5253 12.8194 61.7847 16.7917 0.0000
5354 283.9375 348.1667 0.5000 0.0000
5462 279.9861 355.6250 0.0000 0.0000
5657 335.3889 335.3889 3.5903 0.0000
5758 337.3889 337.3889 0.0000 0.0000
5859 358.5000 358.5417 1.0417 0.0000
5960 272.3333 272.3333 0.0000 0.0000
6061 54.0333 54.0500 0.0000 0.0000
6162 327.3056 345.8333 6.9167 0.0000
6465 210.6458 266.0833 0.5417 0.0000
6566 12.8358 357.7083 0.1250 0.0000
6667 0.0833 349.2917 0.0000 0.0000
L595 212.3750 356.8333 1.4167 0.0000
L598 274.3889 358.0417 0.0000 0.0000
5556ova 342.2951 343.7778 10.6667 0.0000
5556unda 2.0667 16.3083 321.4417 0.0000
5663ova 0.3083 0.3083 0.0000 0.0000
5663und 0.0000 0.0000 320.1417 0.0000
6364ova 0.0000 0.0000 339.0208 0.0000
6364und 294.6389 294.6389 12.9722 0.0000
6264ova 0.0000 0.0000 0.0667 0.0000
6264und 3.1250 283.6944 0.0833 0.0000
6768ova 0.0000 0.0000 277.5625 0.0000
6768und 0.0000 264.5556 0.9167 0.0000
4950ova 0.0000 0.0000 0.0000 0.0000
4950und 2.2917 318.6250 0.0833 0.0000
5152ova 0.0000 0.0000 0.0000 0.0000
5152und 110.5417 321.6889 0.1667 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 0.2790 1.0183 0.2685 0.0080 1.0002 0.0036 0.0287 0.9822 0.0132 0.3017 10.3132 0.1389 0.6829
L2 0.0000 0.8695 0.0000 0.0000 1.0071 0.0000 0.0000 1.1583 0.0000 0.0000 12.7414 0.0000 0.6276
L3 0.0000 0.5535 0.0000 0.0000 0.9988 0.0000 0.0000 1.8046 0.0000 0.0000 28.8736 0.0000 0.7821
L4 0.1825 0.6609 0.1977 0.0044 1.9050 0.0116 0.0243 2.8827 0.0586 0.3890 46.1229 0.9382 0.8791
L5 0.0000 0.6828 0.0000 0.0000 1.9112 0.0000 0.0000 2.7990 0.0000 0.0000 27.9898 0.0000 0.7858
L6 0.1213 0.5865 0.1788 0.0579 1.8177 0.0493 0.4771 3.0995 0.2756 4.8660 31.6146 2.8115 0.9788
L7 0.0202 0.1913 0.0419 0.0027 1.9195 0.0118 0.1316 10.0356 0.2828 1.3813 105.3741 2.9698 1.4941
L8 0.0077 0.1089 0.0155 0.0005 2.1742 0.0010 0.0615 19.9597 0.0643 0.6149 199.5966 0.6429 1.9648
L9 0.3360 0.5767 0.5548 0.7782 1.3030 0.0508 2.3161 2.2594 0.0915 23.1607 22.5942 0.9149 0.2727
L10 0.2092 0.4521 0.2115 0.1278 1.8127 0.1910 0.6111 4.0096 0.9030 6.1113 40.0959 9.0301 0.5569
L11 0.0412 0.2666 0.0826 0.0293 2.0487 0.0672 0.7113 7.6835 0.8129 11.7362 126.7780 13.4128 1.2183
L12 0.0201 0.1604 0.0410 0.0112 2.1335 0.0199 0.5550 13.3024 0.4845 9.1567 219.4888 7.9949 1.8069
L13 0.0222 0.1932 0.0455 0.0269 2.8628 0.0518 1.2086 14.8195 1.1371 21.1500 259.3418 19.8997 2.4018
L14 0.0000 0.3545 0.6561 0.0000 0.1417 2.7972 0.0000 0.3996 4.2634 0.0000 3.9963 42.6335 0.4119
L15 0.3099 0.7141 0.2922 0.3176 2.3750 0.2454 1.0247 3.3259 0.8397 13.3210 43.2365 10.9162 0.5267
L24 0.0854 0.7352 0.0000 0.0005 2.9237 0.0000 0.0055 3.9768 0.0000 0.1101 79.5367 0.0000 0.6092
L25 0.3284 0.7498 0.2682 0.1487 3.4859 0.1463 0.4530 4.6491 0.5456 7.2478 74.3863 8.7292 0.7535
L26 0.0000 1.0369 0.0000 0.0000 3.7618 0.0000 0.0000 3.6278 0.0000 0.0000 54.4170 0.0000 0.7823
L27 0.0000 0.8773 0.1091 0.0000 3.7303 0.0294 0.0000 4.2520 0.2696 0.0000 61.6536 3.9087 0.8912
L28 0.0000 0.6871 0.0000 0.0000 0.8932 0.0000 0.0000 1.2998 0.0000 0.0000 174.1767 0.0000 0.3477
L29 0.0000 0.9808 0.0000 0.0000 1.7575 0.0000 0.0000 1.7920 0.0000 0.0000 283.1304 0.0000 0.3922
L30 0.0000 0.7132 0.0000 0.0000 2.2860 0.0000 0.0000 3.2053 0.0000 0.0000 480.7966 0.0000 0.5496
L31 0.0000 0.5015 0.0000 0.0000 3.2906 0.0000 0.0000 6.5611 0.0000 0.0000 583.9370 0.0000 0.8841
L32 0.2773 0.9729 0.2666 0.0230 3.4353 0.0096 0.0829 3.5310 0.0359 1.7407 74.1509 0.7543 0.9695
L33 0.1253 0.4036 0.1251 0.0106 0.3695 0.0035 0.0845 0.9154 0.0277 0.8453 9.1536 0.2767 0.3031
L34 0.0756 0.3523 0.2586 0.0074 3.4184 0.2380 0.0984 9.7020 0.9203 1.7219 169.7856 16.1057 0.9070
L35 0.0000 0.7341 0.2663 0.0000 3.6559 0.0058 0.0000 4.9802 0.0217 0.0000 107.0736 0.4674 0.8196
L36 0.2064 0.7972 0.0386 0.0175 3.8102 0.0000 0.0850 4.7792 0.0011 1.5302 86.0259 0.0192 0.7916
W2637 0.1806 0.1819 0.0000 0.0013 0.0097 0.0000 0.0075 0.0535 0.0000 0.0745 0.5353 0.0000 0.0469
L37 0.0850 0.5547 0.0267 0.0397 3.8506 0.0004 0.4672 6.9423 0.0138 10.9792 163.1432 0.3241 1.0436
L38 0.1582 1.0094 0.0896 0.2119 7.0179 0.0091 1.3395 6.9527 0.1016 18.7528 97.3374 1.4230 1.1770
L39 0.0000 0.8095 0.2369 0.0000 7.1656 0.0437 0.0000 8.8521 0.1844 0.0000 88.5207 1.8438 1.0148
L41 0.2756 0.6815 0.2679 0.1893 6.8064 0.1591 0.6869 9.9879 0.5937 37.4355 544.3424 32.3574 1.1420
4243 0.2442 1.0731 0.3331 0.8091 6.0576 0.5659 3.3129 5.6451 1.6990 198.7751 338.7081 101.9400 1.1185
4344 0.4417 1.2462 0.3010 1.7137 5.4193 0.2659 3.8798 4.3486 0.8836 193.9913 217.4293 44.1812 1.0053
6869 0.0000 0.5264 0.0000 0.0000 7.5246 0.0000 0.0000 14.2952 0.0000 0.0000 285.9041 0.0000 1.5237
4445 0.0000 0.4891 0.0000 0.0000 7.2850 0.0000 0.0000 14.8933 0.0000 0.0000 491.4794 0.0000 1.1524
4546 0.4299 0.9193 0.2574 3.2699 3.7831 0.1118 7.6053 4.1152 0.4343 190.1332 102.8791 10.8576 1.4511
4647 0.1637 0.6110 0.1716 0.1002 6.5810 0.1807 0.6119 10.7709 1.0532 12.2390 215.4176 21.0632 1.6321
4754 0.2186 0.3669 0.2203 0.9678 4.4482 1.0926 4.4266 12.1234 4.9597 137.2260 375.8263 153.7513 1.6983
4849 0.1032 0.5152 0.1028 0.0015 1.2426 0.0013 0.0143 2.4117 0.0122 0.1714 28.9408 0.1462 0.4590
5051 0.2027 0.3162 0.0000 0.1135 1.6365 0.0000 0.5601 5.1748 0.0000 10.6412 98.3220 0.0000 0.7432
5253 0.0714 0.2656 0.0949 0.1038 1.6662 0.1264 1.4523 6.2745 1.3324 29.0462 125.4893 26.6474 1.2143
5354 0.0193 0.0350 0.0248 0.0916 1.0582 0.1021 4.7384 30.2377 4.1105 137.4127 876.8931 119.2046 1.5444
5462 0.0639 0.1474 0.0368 0.3639 6.0627 0.1398 5.6976 41.1301 3.7976 68.3716 493.5616 45.5708 1.8526
5657 0.0422 0.4502 0.1435 0.0000 0.0920 0.0000 0.0000 0.2043 0.0000 0.0000 1.2257 0.0001 0.0119
5758 0.0459 0.0782 0.0508 0.0004 0.0773 0.0005 0.0080 0.9895 0.0108 0.4005 49.4752 0.5381 0.0710
5859 0.0000 0.7172 0.0000 0.0000 0.3956 0.0000 0.0000 0.5516 0.0000 0.0000 9.9290 0.0000 0.1529
5960 0.2176 0.6812 0.1800 0.0011 0.4935 0.0003 0.0049 0.7245 0.0018 0.0837 12.3167 0.0314 0.1444
6061 0.1143 0.2469 0.0207 0.0028 0.4908 0.0000 0.0243 1.9878 0.0006 0.2678 21.8659 0.0066 0.2181
6162 0.0467 0.1268 0.0247 0.2043 0.3928 0.0196 4.3736 3.0970 0.7951 131.2067 92.9103 23.8538 1.3630
6465 0.2877 0.7121 0.3747 0.0461 6.9586 0.2399 0.1602 9.7722 0.6402 5.1264 312.7098 20.4874 1.3245
6566 0.0000 0.4180 0.3502 0.0000 4.8217 2.4171 0.0000 11.5349 6.9020 0.0000 403.7220 241.5701 1.7229
6667 0.1447 0.2477 0.1174 3.0498 3.6422 0.8423 21.0797 14.7061 7.1775 1053.9863 735.3038 358.8759 1.9496
L595 0.0652 0.1280 0.0327 0.5541 6.0153 0.1842 8.4976 47.0042 5.6418 50.9855 282.0250 33.8508 2.1091
5556ova 0.0000 1.4316 0.0000 0.0000 0.2598 0.0000 0.0000 0.1815 0.0000 0.0000 2.9032 0.0000 0.1472
5663ova 0.0000 1.1408 0.0322 0.0000 0.3266 0.0000 0.0000 0.2863 0.0000 0.0000 23.7613 0.0003 0.1406
6364ova 0.0559 0.6544 0.0559 0.0000 0.2998 0.0000 0.0001 0.4582 0.0001 0.0060 50.4005 0.0060 0.0468
6264ova 0.2155 0.3977 0.2154 0.0166 0.2044 0.0041 0.0771 0.5139 0.0190 0.7707 5.1390 0.1901 0.0594
6768ova 0.7631 1.1822 0.7333 0.7335 2.7926 0.7867 0.9612 2.3623 1.0728 9.6117 23.6225 10.7284 0.2258
4950ova 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
5152ova 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
*========================================================*
| 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 0.02620 3.2691 0.01161 3.3069 9.4415 12.757 0.02620 3.2691 0.01161 3.3069 9.4415 12.757 0.0000 0.0000 0.0000 None
L2 0.0000 3.4367 0.0000 3.4367 2.5707 6.2621 0.0000 3.4367 0.0000 3.4367 2.5707 6.2621 0.0000 0.0000 0.0000 None
L3 0.0000 6.2018 0.0000 6.2018 5.3665 9.9810 0.0000 6.2018 0.0000 6.2018 5.3665 9.9810 0.0000 0.0000 0.0000 None
L4 0.02828 12.141 0.07387 12.243 4.9125 11.393 0.02828 12.141 0.07387 12.243 4.9125 11.393 0.0000 0.0000 0.0000 None
L5 0.0000 10.587 0.0000 10.587 7.1711 13.455 0.0000 10.587 0.0000 10.587 7.1711 13.455 0.0000 0.0000 0.0000 None
L6 2.1512 67.569 1.8320 71.552 7.1074 15.382 2.1512 67.569 1.8320 71.552 7.1074 15.382 0.0000 0.0000 0.0000 None
L7 0.3665 264.15 1.6303 266.15 5.0624 18.801 0.3665 264.15 1.6303 266.15 5.0624 18.801 0.0000 0.0000 0.0000 None
L8 0.1297 594.68 0.2721 595.08 6.2994 25.928 0.1297 594.68 0.2721 595.08 6.2994 25.928 0.0000 0.0000 0.0000 None
L9 6.5012 10.886 0.4241 17.811 3.7350 30.486 6.5012 10.886 0.4241 17.811 3.7350 30.486 0.0000 0.0000 0.0000 None
L10 2.5523 36.187 3.8134 42.553 10.305 22.943 2.5523 36.187 3.8134 42.553 10.305 22.943 0.0000 0.0000 0.0000 None
L11 2.8232 197.30 6.4693 206.60 6.6014 21.498 2.8232 197.30 6.4693 206.60 6.6014 21.498 0.0000 0.0000 0.0000 None
L12 2.1583 411.90 3.8373 417.89 6.7665 22.375 2.1583 411.90 3.8373 417.89 6.7665 22.375 0.0000 0.0000 0.0000 None
L13 4.9142 523.64 9.4697 538.03 3.2680 22.197 4.9142 523.64 9.4697 538.03 3.2680 22.197 0.0000 0.0000 0.0000 None
L14 0.0000 1.7768 35.084 36.861 4.5337 25.296 0.0000 1.7768 35.084 36.861 4.5337 25.296 0.0000 0.0000 0.0000 None
L15 2.8448 21.276 2.1983 26.320 2.7253 16.376 2.8448 21.276 2.1983 26.320 2.7253 16.376 0.0000 0.0000 0.0000 None
L24 .003055 19.014 0.0000 19.018 5.3763 17.239 .003055 19.014 0.0000 19.018 5.3763 17.239 0.0000 0.0000 0.0000 None
L25 1.3923 32.630 1.3695 35.392 3.4654 14.920 1.3923 32.630 1.3695 35.392 3.4654 14.920 0.0000 0.0000 0.0000 None
L26 0.0000 22.092 0.0000 22.092 5.9772 13.371 0.0000 22.092 0.0000 22.092 5.9772 13.371 0.0000 0.0000 0.0000 None
L27 0.0000 58.381 0.4602 58.841 11.551 20.864 0.0000 58.381 0.4602 58.841 11.551 20.864 0.0000 0.0000 0.0000 None
L28 0.0000 4.9412 0.0000 4.9412 27.262 32.738 0.0000 4.9412 0.0000 4.9412 27.262 32.738 0.0000 0.0000 0.0000 None
L29 0.0000 7.8047 0.0000 7.8047 23.931 30.069 0.0000 7.8047 0.0000 7.8047 23.931 30.069 0.0000 0.0000 0.0000 None
L30 0.0000 17.679 0.0000 17.679 26.168 33.832 0.0000 17.679 0.0000 17.679 26.168 33.832 0.0000 0.0000 0.0000 None
L31 0.0000 29.829 0.0000 29.829 22.125 43.397 0.0000 29.829 0.0000 29.829 22.125 43.397 0.0000 0.0000 0.0000 None
L32 0.1267 18.932 0.05277 19.112 8.3220 15.924 0.1267 18.932 0.05277 19.112 8.3220 15.924 0.0000 0.0000 0.0000 None
L33 0.05624 1.9612 0.01838 2.0359 9.1195 17.678 0.05624 1.9612 0.01838 2.0359 9.1195 17.678 0.0000 0.0000 0.0000 None
L34 0.1184 54.417 3.7888 58.324 2.3181 22.869 0.1184 54.417 3.7888 58.324 2.3181 22.869 0.0000 0.0000 0.0000 None
L35 0.0000 15.461 0.02448 15.486 9.0251 29.797 0.0000 15.461 0.02448 15.486 9.0251 29.797 0.0000 0.0000 0.0000 None
L36 0.1749 37.980 .000410 38.155 5.1169 27.999 0.1749 37.980 .000410 38.155 5.1169 27.999 0.0000 0.0000 0.0000 None
W2637 .006057 0.04382 0.0000 0.04988 8.9820 11.584 .006057 0.04382 0.0000 0.04988 8.9820 11.584 0.0000 0.0000 0.0000 None
L37 1.1700 113.46 0.01084 114.64 5.2268 18.430 1.1700 113.46 0.01084 114.64 5.2268 18.430 0.0000 0.0000 0.0000 None
L38 3.7987 125.79 0.1633 129.75 20.702 35.623 3.7987 125.79 0.1633 129.75 20.702 35.623 0.0000 0.0000 0.0000 None
L39 0.0000 66.176 0.4033 66.579 21.917 36.389 0.0000 66.176 0.4033 66.579 21.917 36.389 0.0000 0.0000 0.0000 None
L41 2.3987 86.256 2.0159 90.670 20.606 35.894 2.3987 86.256 2.0159 90.670 20.606 35.894 0.0000 0.0000 0.0000 None
4243 8.4869 63.544 5.9362 77.967 15.618 40.425 8.4869 63.544 5.9362 77.967 15.618 40.425 0.0000 0.0000 0.0000 None
4344 16.873 53.357 2.6184 72.848 16.491 38.320 16.873 53.357 2.6184 72.848 16.491 38.320 0.0000 0.0000 0.0000 None
6869 0.0000 83.956 0.0000 83.956 24.564 41.524 0.0000 83.956 0.0000 83.956 24.564 41.524 0.0000 0.0000 0.0000 None
4445 0.0000 180.30 0.0000 180.30 11.868 30.634 0.0000 180.30 0.0000 180.30 11.868 30.634 0.0000 0.0000 0.0000 None
4546 73.246 84.743 2.5037 160.49 9.2347 25.272 73.246 84.743 2.5037 160.49 9.2347 25.272 0.0000 0.0000 0.0000 None
4647 3.7145 244.07 6.7014 254.48 9.5508 22.400 3.7145 244.07 6.7014 254.48 9.5508 22.400 0.0000 0.0000 0.0000 None
4754 66.503 305.66 75.080 447.24 14.812 37.412 66.503 305.66 75.080 447.24 14.812 37.412 0.0000 0.0000 0.0000 None
4849 0.02500 21.085 0.02126 21.131 21.286 30.353 0.02500 21.085 0.02126 21.131 21.286 30.353 0.0000 0.0000 0.0000 None
5051 5.3844 77.604 0.0000 82.989 13.793 23.116 5.3844 77.604 0.0000 82.989 13.793 23.116 0.0000 0.0000 0.0000 None
5253 14.074 226.01 17.148 257.23 8.4574 19.479 14.074 226.01 17.148 257.23 8.4574 19.479 0.0000 0.0000 0.0000 None
5354 68.734 793.94 76.582 939.25 2.6550 34.379 68.734 793.94 76.582 939.25 2.6550 34.379 0.0000 0.0000 0.0000 None
5462 45.585 759.51 17.519 822.62 0.09860 40.243 45.585 759.51 17.519 822.62 0.09860 40.243 0.0000 0.0000 0.0000 None
5657 .63E-07 0.3686 .86E-05 0.3686 0.09960 29.903 .63E-07 0.3686 .86E-05 0.3686 0.09960 29.903 0.0000 0.0000 0.0000 None
5758 0.02195 4.6157 0.03262 4.6702 4.7372 20.303 0.02195 4.6157 0.03262 4.6702 4.7372 20.303 0.0000 0.0000 0.0000 None
5859 0.0000 2.2391 0.0000 2.2391 7.6009 12.164 0.0000 2.2391 0.0000 2.2391 7.6009 12.164 0.0000 0.0000 0.0000 None
5960 .006392 2.9458 .001987 2.9542 7.8782 16.108 .006392 2.9458 .001987 2.9542 7.8782 16.108 0.0000 0.0000 0.0000 None
6061 0.06831 12.048 .000305 12.117 14.150 26.648 0.06831 12.048 .000305 12.117 14.150 26.648 0.0000 0.0000 0.0000 None
6162 28.716 55.218 2.7595 86.694 0.06970 15.021 28.716 55.218 2.7595 86.694 0.06970 15.021 0.0000 0.0000 0.0000 None
6465 1.0484 158.29 5.4564 164.80 28.463 44.629 1.0484 158.29 5.4564 164.80 28.463 44.629 0.0000 0.0000 0.0000 None
6566 0.0000 190.47 95.481 285.95 5.4861 25.068 0.0000 190.47 95.481 285.95 5.4861 25.068 0.0000 0.0000 0.0000 None
6667 211.87 253.02 58.513 523.40 3.4537 42.817 211.87 253.02 58.513 523.40 3.4537 42.817 0.0000 0.0000 0.0000 None
L595 87.401 948.77 29.055 1065.2 0.07010 41.936 87.401 948.77 29.055 1065.2 0.07010 41.936 0.0000 0.0000 0.0000 None
5556ova 0.0000 1.5583 0.0000 1.5583 9.1019 11.568 0.0000 1.5583 0.0000 1.5583 9.1019 11.568 0.0000 0.0000 0.0000 None
5663ova 0.0000 2.5219 .92E-06 2.5219 9.1063 12.901 0.0000 2.5219 .92E-06 2.5219 9.1063 12.901 0.0000 0.0000 0.0000 None
6364ova .000012 1.1893 .000012 1.1893 0.09766 9.9023 .000012 1.1893 .000012 1.1893 0.09766 9.9023 0.0000 0.0000 0.0000 None
6264ova 0.2811 3.4600 0.06930 3.8104 40.689 55.965 0.2811 3.4600 0.06930 3.8104 40.689 55.965 0.0000 0.0000 0.0000 None
6768ova 11.332 43.144 12.155 66.631 22.708 51.744 11.332 43.144 12.155 66.631 22.708 51.744 0.0000 0.0000 0.0000 None
4950ova 0.0000 0.0000 0.0000 0.0000 18.400 18.400 0.0000 0.0000 0.0000 0.0000 18.400 18.400 0.0000 0.0000 0.0000 None
5152ova 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 103.5778 102.2977 10.5000 11.7000 2.2585 2.2585 1.7000 1.0572 1.0572 0.8000 3.3157 3.3157
L2 102.2977 101.0528 11.0000 4.2000 1.6293 1.6293 2.7000 2.0621 2.0621 2.3000 3.6914 3.6914
L3 101.0528 100.3579 16.0000 7.4000 2.0335 2.0335 2.6000 2.5810 2.5810 3.3000 4.6146 4.6146
L4 100.3579 99.8959 16.0000 6.5000 1.5875 1.5875 1.3000 4.8934 4.8934 4.2000 6.4809 6.4809
L5 99.8959 99.5537 10.0000 11.5000 4.3289 4.3289 5.5000 1.9550 1.9550 2.4000 6.2839 6.2839
L6 99.5537 99.5631 10.2000 12.1000 4.9926 4.9926 2.6000 3.2824 3.2824 1.9000 8.2750 8.2750
L7 99.5631 99.5643 10.5000 11.9000 6.8376 6.8376 6.0000 6.9009 6.9009 5.1000 13.7385 13.7385
L8 99.5643 99.5646 10.0000 14.5000 8.2006 8.2006 7.6000 11.4279 11.4279 10.8000 19.6286 19.6286
L9 99.5646 99.3921 10.0000 27.5000 23.7650 23.7650 8.2000 2.9863 2.9863 2.2000 26.7512 26.7512
L10 98.8678 97.6117 10.0000 19.7000 9.3948 9.3948 7.2000 3.2431 3.2431 0.0000 12.6378 12.6378
L11 97.6117 97.6132 16.5000 12.9000 6.2986 6.2986 3.5000 8.5984 8.5984 5.4000 14.8970 14.8970
L12 97.6132 97.6138 16.5000 15.0000 8.2335 8.2335 6.0000 7.3746 7.3746 5.5000 15.6081 15.6081
L13 97.6138 97.6143 17.5000 12.5000 9.2320 9.2320 4.6000 9.6973 9.6973 5.5000 18.9293 18.9293
L14 97.6143 97.5259 10.0000 5.0000 0.4663 0.4663 0.6000 20.2959 20.2959 1.4000 20.7622 20.7622
L15 94.8921 94.6639 13.0000 6.5000 3.7747 3.7747 0.0000 9.8761 9.8761 6.5000 13.6507 13.6507
L24 94.6639 94.1696 20.0000 16.8000 11.4237 11.4237 11.2000 0.4391 0.4391 0.8000 11.8627 11.8627
L25 94.1696 93.7987 16.0000 4.7000 1.2346 1.2346 0.0000 10.2199 10.2199 7.9000 11.4545 11.4545
L26 93.7987 93.2829 15.0000 7.8000 1.8228 1.8228 2.6000 5.5708 5.5708 7.2000 7.3937 7.3937
L27 93.2829 93.1969 14.5000 13.7000 2.1491 2.1491 3.4000 7.1638 7.1638 5.1000 9.3128 9.3128
L28 120.8087 113.8934 134.0000 31.0000 3.7385 3.7385 11.0000 1.7385 1.7385 19.0000 5.4769 5.4769
L29 113.8934 105.9007 158.0000 28.5000 4.5689 4.5689 16.5000 1.5689 1.5689 19.5000 6.1377 6.1377
L30 105.9007 98.1796 150.0000 32.0000 5.8320 5.8320 12.0000 1.8320 1.8320 17.0000 7.6640 7.6640
L31 98.1796 95.8256 89.0000 30.0000 7.8747 7.8747 10.0000 13.3969 13.3969 19.0000 21.2715 21.2715
L32 95.8256 94.9661 21.0000 13.6000 5.2780 5.2780 4.3000 2.3238 2.3238 1.9000 7.6018 7.6018
L33 97.8661 97.3131 10.0000 13.8000 4.6805 4.6805 2.0000 3.8775 3.8775 3.0000 8.5581 8.5581
L34 94.9661 94.8903 17.5000 16.7000 14.3819 14.3819 12.7000 6.1689 6.1689 3.8000 20.5508 20.5508
L35 94.8903 93.6684 21.5000 11.0000 1.9749 1.9749 2.0000 18.7968 18.7968 18.4000 20.7717 20.7717
L36 93.6684 93.2153 18.0000 6.8000 1.6831 1.6831 1.1000 21.1988 21.1988 21.1000 22.8820 22.8820
W2637 93.7987 93.6280 10.0000 9.3000 0.3180 0.3180 0.0000 2.2845 2.2845 3.9000 2.6025 2.6025
L37 93.2153 93.1969 23.5000 11.3000 6.0732 6.0732 4.1000 7.1301 7.1301 6.8000 13.2032 13.2032
L38 93.1969 93.1327 14.0000 30.6000 9.8978 9.8978 5.1000 5.0232 5.0232 4.2000 14.9210 14.9210
L39 93.0098 93.1327 10.0000 30.7000 8.7832 8.7832 9.7000 5.6889 5.6889 4.8000 14.4722 14.4722
L41 93.0098 92.6399 54.5000 32.5000 11.8937 11.8937 10.3000 3.3937 3.3937 2.0000 15.2873 15.2873
4243 92.6399 91.7153 60.0000 31.0000 15.3823 15.3823 1.5000 9.4250 9.4250 5.0000 24.8073 24.8073
4344 91.7153 91.0283 50.0000 32.0000 15.5091 15.5091 2.0000 6.3197 6.3197 3.4000 21.8287 21.8287
6869 89.3639 89.2036 20.0000 36.0000 11.4362 11.4362 13.2000 5.5236 5.5236 5.8000 16.9597 16.9597
4445 91.0283 90.9984 33.0000 26.4000 14.5321 14.5321 21.8000 4.2345 4.2345 8.0000 18.7666 18.7666
4546 90.9984 90.9690 25.0000 22.1000 12.8653 12.8653 1.7000 3.1720 3.1720 2.0000 16.0373 16.0373
4647 90.9690 90.9560 20.0000 11.8000 2.2492 2.2492 0.6000 10.6005 10.6005 7.8000 12.8497 12.8497
4754 90.9560 90.9512 31.0000 28.6000 13.7884 13.7884 7.1000 8.8120 8.8120 1.4000 22.6004 22.6004
4849 90.9604 90.9556 12.0000 26.3000 5.0140 5.0140 4.6000 4.0532 4.0532 3.7000 9.0673 9.0673
5051 90.9528 90.9524 19.0000 21.4000 7.6072 7.6072 6.1000 1.7160 1.7160 5.4600 9.3232 9.3232
5253 90.9511 90.9511 20.0000 14.4000 5.9426 5.9426 2.8000 5.0786 5.0786 2.7700 11.0211 11.0211
5354 90.9511 90.9512 29.0000 30.3000 27.6450 27.6450 20.1000 4.0789 4.0789 0.0000 31.7239 31.7239
5462 90.9512 90.9508 12.0000 13.9000 13.8014 13.8014 2.9000 26.3433 26.3433 20.0000 40.1447 40.1447
5657 99.5407 99.2439 6.0000 29.9000 29.8004 29.8004 29.8000 0.0025 0.0025 0.0000 29.8029 29.8029
5758 99.2439 92.5769 50.0000 20.0000 15.2628 15.2628 15.0000 0.3033 0.3033 0.0000 15.5661 15.5661
5859 92.5769 91.7717 18.0000 8.4000 0.7991 0.7991 2.3000 3.7639 3.7639 5.5000 4.5630 4.5630
5960 91.7717 91.2685 17.0000 10.1000 2.2218 2.2218 2.0000 6.0076 6.0076 5.9000 8.2295 8.2295
6061 91.2685 91.0330 11.0000 25.0000 10.8504 10.8504 10.4000 1.6484 1.6484 1.5000 12.4988 12.4988
6162 90.9625 90.9508 30.0000 9.3000 9.2303 9.2303 1.3000 5.7208 5.7208 2.0000 The text continues on section 5.