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c10y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 13:32.
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\climchng.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 77.0000 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 1268 360 N48#2 2114 430 N50#1 1304 360
N50#2 2287 421 N52#1 1364 360 N52#2 2264 424
N1#1 1332 360 N1#2 2128 560 N4#1 1216 360
N4#2 2473 655 N8#1 1368 360 N8#2 2664 716
N13#1 1332 360 N13#2 2593 703 N25#1 1336 360
N25#2 2222 426 N28#1 1352 360 N28#2 2101 431
N29#1 1324 360 N29#2 2108 548 N30#1 1324 360
N30#2 2428 720 N31#1 1336 360 N31#2 2627 717
N32#1 1360 360 N32#2 1340 360 N33#1 1360 360
N33#2 2255 425 N36#1 1356 360 N36#2 2268 424
N42#1 1336 360 N42#2 2234 426 N44#1 1340 360
N44#2 2250 426 N45#1 1344 360 N45#2 2197 427
N47#1 1362 358 N47#2 2164 424 N55#1 2280 456
N55#2 2243 425 N56#1 1332 360 N56#2 2201 427
N63#1 1348 360 N63#2 2251 425 N64#1 1332 360
N64#2 2214 426 N66#1 1328 360 N66#2 2205 427
N58#1 1336 360 N58#2 2218 426 N59#1 1364 360
N59#2 2273 423 N61#1 1356 360 N61#2 2268 424
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 77.0000 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) 3.164700E+04 77.000
Total Infiltration 5.126413E+02 1.247
Total Evaporation 5.011674E+00 0.012
Surface Runoff from Watersheds 3.095376E+04 75.313
Total Water remaining in Surface Storage 1.889428E+02 0.460
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......... 3.166036E+04 77.033
Total Precipitation + Initial Storage. 3.164700E+04 77.000
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............... -0.0422
****************************************************
* 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.............. 3.095376E+04 75.313
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.................. 3.094810E+04 75.300
Initial Storage + Inflow.................... 3.095376E+04 75.313
Final Storage + Outflow + Diverted GW....... 3.094810E+04 75.300
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0183
##################################################
# 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).... 77.00000 77.00000 77.00000 77.00000 77.00000 77.00000
Max Intensity (mm/hr).. 214.36800 214.36800 214.36800 214.36800 214.36800 214.36800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 74.56932 0.00000 75.00685 0.00000 74.91399
Total Losses (mm)...... 0.00000 2.04769 0.00000 1.98852 0.00000 2.03115
Remaining Depth (mm)... 0.00000 0.38299 0.00000 0.00464 0.00000 0.05486
Peak Runoff Rate (cms). 0.00000 0.65336 0.00000 0.02346 0.00000 0.09568
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.87590 77.03725 76.93318 77.01933 77.03539 77.19601
Peak Runoff Rate (cms). 0.83139 0.00101 0.57729 0.00002 0.09964 0.00011
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.87590 77.03725 76.93318 77.01933 77.03539 77.19601
Peak Runoff Rate (cms). 0.83139 0.00101 0.57729 0.00002 0.09964 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) 76.87590 74.57178 76.93318 75.00886 77.03539 74.91627
Peak Runoff Rate (cms). 0.83139 0.65437 0.57729 0.02349 0.09964 0.09580
Unit Runoff (mm/hr).... 177.52775 140.55631 188.79269 213.13650 212.75688 193.19178
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).... 77.00000 77.00000 77.00000 77.00000 77.00000 77.00000
Max Intensity (mm/hr).. 214.36800 214.36800 214.36800 214.36800 214.36800 214.36800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 74.74457 0.00000 74.85913 0.00000 74.89532
Total Losses (mm)...... 0.00000 2.04366 0.00000 2.03767 0.00000 2.03394
Remaining Depth (mm)... 0.00000 0.21177 0.00000 0.10320 0.00000 0.07074
Peak Runoff Rate (cms). 0.00000 0.93347 0.00000 0.54822 0.00000 0.15446
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.96304 77.10143 76.74771 77.06332 77.04288 77.04558
Peak Runoff Rate (cms). 0.12392 0.13873 0.29154 0.27956 0.03534 0.14334
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.96304 77.10143 76.74771 77.06332 77.04288 77.04558
Peak Runoff Rate (cms). 0.12392 0.13873 0.29154 0.27956 0.03534 0.14334
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) 76.96304 74.98026 76.74771 75.52039 77.04288 75.86294
Peak Runoff Rate (cms). 0.12392 1.07220 0.29154 0.82778 0.03534 0.29779
Unit Runoff (mm/hr).... 195.58391 167.04358 157.95268 191.39289 213.81124 200.18588
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).... 77.00000 77.00000 77.00000 77.00000 77.00000 77.00000
Max Intensity (mm/hr).. 214.36800 214.36800 214.36800 214.36800 214.36800 214.36800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 74.84519 0.00000 74.84001 0.00000 74.51265
Total Losses (mm)...... 0.00000 2.03874 0.00000 2.03910 0.00000 2.04851
Remaining Depth (mm)... 0.00000 0.11607 0.00000 0.12089 0.00000 0.43884
Peak Runoff Rate (cms). 0.00000 0.42475 0.00000 0.55158 0.00000 1.06698
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.96025 77.04909 76.97624 77.12943 77.00959 77.03001
Peak Runoff Rate (cms). 0.38124 0.27504 0.61892 0.00070 0.06854 0.00172
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.96025 77.04909 76.97624 77.12943 77.00959 77.03001
Peak Runoff Rate (cms). 0.38124 0.27504 0.61892 0.00070 0.06854 0.00172
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) 76.96025 75.61656 76.97624 74.84230 77.00959 74.51517
Peak Runoff Rate (cms). 0.38124 0.69979 0.61892 0.55227 0.06854 1.06870
Unit Runoff (mm/hr).... 194.91792 190.99777 198.82257 177.41391 207.33155 135.17085
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).... 77.00000 77.00000 77.00000 77.00000 77.00000 77.00000
Max Intensity (mm/hr).. 214.36800 214.36800 214.36800 214.36800 214.36800 214.36800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 74.78885 0.00000 70.64376 0.00000 74.82979
Total Losses (mm)...... 0.00000 2.04193 0.00000 2.05295 0.00000 2.03977
Remaining Depth (mm)... 0.00000 0.16922 0.00000 4.30329 0.00000 0.13044
Peak Runoff Rate (cms). 0.00000 0.93528 0.00000 0.50274 0.00000 0.85462
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.95464 77.10725 76.95464 76.99900 76.97206 77.04544
Peak Runoff Rate (cms). 0.13333 0.13338 0.21333 0.20183 0.54485 0.56152
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.95464 77.10725 76.95464 76.99900 76.97206 77.04544
Peak Runoff Rate (cms). 0.13333 0.13338 0.21333 0.20183 0.54485 0.56152
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) 76.95464 75.02069 76.95464 71.27928 76.97206 75.60527
Peak Runoff Rate (cms). 0.13333 1.06865 0.21333 0.70456 0.54485 1.41614
Unit Runoff (mm/hr).... 193.59914 173.18098 193.59914 71.44100 197.78122 188.99379
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).... 77.00000 77.00000 77.00000 77.00000 77.00000 77.00000
Max Intensity (mm/hr).. 214.36800 214.36800 214.36800 214.36800 214.36800 214.36800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 74.94462 0.00000 74.90480 0.00000 74.93348
Total Losses (mm)...... 0.00000 2.02407 0.00000 2.03262 0.00000 2.02713
Remaining Depth (mm)... 0.00000 0.03130 0.00000 0.06258 0.00000 0.03938
Peak Runoff Rate (cms). 0.00000 0.27678 0.00000 0.21547 0.00000 0.20166
Total Impervious Area
---------------------
Total Runoff Depth (mm) 77.02463 0.00000 77.02472 77.18652 77.01910 77.21491
Peak Runoff Rate (cms). 0.29034 0.00000 0.23809 0.00026 0.20786 0.00023
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 77.02463 0.00000 77.02472 77.18652 77.01910 77.21491
Peak Runoff Rate (cms). 0.29034 0.00822 0.23809 0.00026 0.20786 0.00023
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) 77.02463 74.94462 77.02472 74.90708 77.01910 74.93576
Peak Runoff Rate (cms). 0.29034 0.27678 0.23809 0.21573 0.20786 0.20189
Unit Runoff (mm/hr).... 210.78551 200.94631 210.80265 191.00132 209.59006 198.07225
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).... 77.00000 77.00000 77.00000 77.00000 77.00000 77.00000
Max Intensity (mm/hr).. 214.36800 214.36800 214.36800 214.36800 214.36800 214.36800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 74.85129 0.00000 74.86800 0.00000 74.78923
Total Losses (mm)...... 0.00000 2.03829 0.00000 2.03690 0.00000 2.04191
Remaining Depth (mm)... 0.00000 0.11042 0.00000 0.09510 0.00000 0.16886
Peak Runoff Rate (cms). 0.00000 0.33103 0.00000 0.16105 0.00000 0.17154
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.97907 77.13778 76.98284 77.15140 76.99113 77.09889
Peak Runoff Rate (cms). 0.36828 0.00041 0.17121 0.00020 0.07256 0.00023
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.97907 77.13778 76.98284 77.15140 76.99113 77.09889
Peak Runoff Rate (cms). 0.36828 0.00041 0.17121 0.00020 0.07256 0.00023
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) 76.97907 74.85358 76.98284 74.87029 76.99113 74.79154
Peak Runoff Rate (cms). 0.36828 0.33144 0.17121 0.16125 0.07256 0.17177
Unit Runoff (mm/hr).... 199.53329 179.57476 200.48858 182.92302 202.61566 168.52143
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).... 77.00000 77.00000 77.00000 77.00000 77.00000 77.00000
Max Intensity (mm/hr).. 214.36800 214.36800 214.36800 214.36800 214.36800 214.36800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 74.75720 74.69508 74.87725 0.00000 74.80569
Total Losses (mm)...... 0.00000 2.04321 2.04514 2.03600 0.00000 2.04112
Remaining Depth (mm)... 0.00000 0.19958 0.25978 0.08674 0.00000 0.15319
Peak Runoff Rate (cms). 0.00000 0.18455 0.25330 0.31026 0.00000 0.09895
Total Impervious Area
---------------------
Total Runoff Depth (mm) 77.04508 77.19860 77.06875 77.15959 76.96164 77.10766
Peak Runoff Rate (cms). 0.02359 0.00010 0.00357 0.00038 0.11295 0.00013
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 77.04508 77.19860 77.06875 77.15959 76.96164 77.10766
Peak Runoff Rate (cms). 0.02359 0.00010 0.00357 0.00038 0.11295 0.00013
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) 77.04508 74.75818 74.71882 74.87953 76.96164 74.80799
Peak Runoff Rate (cms). 0.02359 0.18465 0.25687 0.31064 0.11295 0.09908
Unit Runoff (mm/hr).... 214.06950 163.48317 155.40645 184.85663 195.25035 171.26540
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).... 77.00000 77.00000 77.00000 77.00000 77.00000 77.00000
Max Intensity (mm/hr).. 214.36800 214.36800 214.36800 214.36800 214.36800 214.36800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 74.90040 0.00000 74.83314 0.00000 74.81013
Total Losses (mm)...... 0.00000 2.03326 0.00000 2.03955 0.00000 2.04089
Remaining Depth (mm)... 0.00000 0.06634 0.00000 0.12731 0.00000 0.14898
Peak Runoff Rate (cms). 0.00000 0.22477 0.00000 0.36345 0.00000 0.56321
Total Impervious Area
---------------------
Total Runoff Depth (mm) 77.00454 77.18202 76.96544 77.12465 76.95885 77.11020
Peak Runoff Rate (cms). 0.23842 0.00027 0.39989 0.00046 0.64326 0.00073
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 77.00454 77.18202 76.96544 77.12465 76.95885 77.11020
Peak Runoff Rate (cms). 0.23842 0.00027 0.39989 0.00046 0.64326 0.00073
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) 77.00454 74.90268 76.96544 74.83543 76.95885 74.81243
Peak Runoff Rate (cms). 0.23842 0.22504 0.39989 0.36391 0.64326 0.56394
Unit Runoff (mm/hr).... 206.06534 189.98051 196.16281 176.13266 194.58660 172.02651
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).... 77.00000 77.00000 77.00000 77.00000 77.00000 77.00000
Max Intensity (mm/hr).. 214.36800 214.36800 214.36800 214.36800 214.36800 214.36800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 74.83552 0.00000 74.94796 0.00000 74.92703
Total Losses (mm)...... 0.00000 2.03940 0.00000 2.02302 0.00000 2.02862
Remaining Depth (mm)... 0.00000 0.12508 0.00000 0.02903 0.00000 0.04434
Peak Runoff Rate (cms). 0.00000 0.20890 0.00000 0.07221 0.00000 0.10810
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.97552 77.12628 77.03278 77.22360 77.01910 77.20917
Peak Runoff Rate (cms). 0.22983 0.00026 0.07019 0.00008 0.11548 0.00013
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.97552 77.12628 77.03278 77.22360 77.01910 77.20917
Peak Runoff Rate (cms). 0.22983 0.00026 0.07019 0.00008 0.11548 0.00013
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) 76.97552 74.83781 77.03278 74.95023 77.01910 74.92932
Peak Runoff Rate (cms). 0.22983 0.20916 0.07019 0.07229 0.11548 0.10822
Unit Runoff (mm/hr).... 198.64058 176.57381 212.32667 201.85273 209.59006 196.42414
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
250.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| |
| |
| |
| |
| ##### |
| # # |
| # # |
200.000 = # # =
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| ###### # # |
150.000 = # # # # =
| # # # # |
| # # # # |
RAINFALL | # # # # |
| # # # # |
IN | # # # # |
| # # # # |
MM/HR | # # # # |
| # ##### # |
| # # |
100.000 = # # =
| # ##### |
| # # |
| # # |
| # ##### |
| # # |
| # # |
| ##### # |
| # # |
| # ##### |
50.000 = # # =
| # ###### |
| # # |
##### # |
# ##### |
# ##### |
# ##### |
# # |
# # |
# # |
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 15.0983 37.7458 755.0000
N2 14.8187 37.0468 0.0000
N3 50.0000 50.0000 0.0000
N4 36.4258 50.0000 0.0000
N5 45.3285 50.0000 0.0000
N6 49.4954 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 33.6553 50.0000 0.0000
N12 40.8226 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 32.2065 50.0000 0.0000
N15 6.4771 16.1929 0.0000
N24 18.1119 45.2799 0.0000
N25 37.1550 50.0000 0.0000
N26 22.3456 50.0000 0.0000
N27 45.8308 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N32 31.5198 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 25.1784 50.0000 0.0000
N35 31.3699 50.0000 0.0000
N36 42.4299 50.0000 0.0000
N37 30.4250 50.0000 0.0000
N38 25.9075 50.0000 0.0000
N39 38.9439 50.0000 0.0000
N41 21.2834 50.0000 0.0000
N42 20.5491 50.0000 0.0000
N43 36.0286 50.0000 0.0000
N44 39.4852 50.0000 0.0000
N45 33.5569 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 25.4458 50.0000 0.0000
N47 20.7380 50.0000 0.0000
N48 32.9519 50.0000 0.0000
N49 21.9560 50.0000 0.0000
N50 27.1601 50.0000 0.0000
N51 17.0627 42.6568 0.0000
N52 23.2218 50.0000 0.0000
N53 17.5132 43.7829 0.0000
N54 30.2042 50.0000 0.0000
N55 0.6864 1.7159 18770.0000
N56 1.3158 3.2895 20.0000
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 24.9822 50.0000 0.0000
N62 30.4174 50.0000 0.0000
N63 0.7816 1.9539 2055.0000
N64 22.0623 50.0000 0.0000
N65 33.3137 50.0000 0.0000
N66 29.1417 50.0000 0.0000
N67 13.3006 33.2514 0.0000
N68 10.3534 25.8836 0.0000
D1 9.6165 24.0411 0.0000
N60.7 23.5310 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 3.7452 3.7452 10.3547 0.0833 0.0102 0.1041 Normal Soln
L2 4.0601 4.0601 12.1497 0.0000 0.0079 0.0758 Normal Soln
L3 6.1393 6.1393 27.6913 0.0000 0.0102 0.1111 Normal Soln
L4 5.5770 5.5770 23.5830 0.0000 0.0125 0.3056 Normal Soln
L5 3.4747 3.4747 13.6011 0.0000 0.0109 0.3594 Normal Soln
L6 3.6769 3.6769 18.0142 0.0000 -0.0149 0.1081 Normal Soln
L7 3.5259 3.5259 49.8205 2.5833 -0.0208 0.0689 Normal Soln
L8 3.0138 3.0138 50.0000 212.6667 -0.0289 0.1016 Normal Soln
L9 5.3921 5.3921 20.2814 0.0000 0.0128 0.9678 Normal Soln
L10 3.8819 3.8819 22.7962 4.0000 0.0147 0.0226 Normal Soln
L11 5.9357 5.9357 50.0000 0.0000 0.0685 0.0637 Normal Soln
L12 5.1445 5.1445 50.0000 0.0000 0.0825 0.0820 Normal Soln
L13 5.7196 5.7196 50.0000 0.0000 0.1092 0.1433 Normal Soln
L14 4.1576 4.1576 13.0769 0.0000 0.0697 1.9150 Normal Soln
L15 4.9785 4.9785 21.3901 0.0000 0.0796 0.1675 Normal Soln
L24 7.4842 7.4842 25.8508 0.0000 0.0542 0.1465 Normal Soln
L25 5.3302 5.3302 22.3762 0.0000 0.0555 0.0909 Normal Soln
L26 4.4471 4.4471 13.7657 0.0000 0.0402 0.2193 Normal Soln
L27 4.5788 4.5788 16.2618 0.0000 0.0532 0.0210 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0055 0.0150 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0073 0.0376 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0102 0.0443 Normal Soln
L31 36.3997 36.3997 50.0000 0.0000 0.0180 0.0930 Normal Soln
L32 6.6080 6.6080 21.4486 0.0000 0.0118 0.7493 Normal Soln
L33 6.5588 6.5588 26.1164 0.0000 0.0052 0.0767 Normal Soln
L34 6.5458 6.5458 47.5025 0.0000 0.0157 0.3139 Normal Soln
L35 8.8908 8.8908 28.0683 0.0000 0.0218 0.0562 Normal Soln
L36 6.2540 6.2540 12.3745 0.0000 0.0327 0.0145 Normal Soln
W2637 9.6296 9.6296 50.0000 0.0000 0.0009 0.0028 Normal Soln
L37 7.9001 7.9001 39.1151 0.0000 0.0204 0.0333 Normal Soln
L38 4.2002 4.2002 15.5594 0.0000 0.0471 0.8260 Normal Soln
L39 2.9497 2.9497 11.9993 0.0000 -0.0469 0.0761 Normal Soln
L41 15.7264 15.7264 50.0000 0.0000 0.0397 0.6866 Normal Soln
4243 20.9099 20.9099 50.0000 0.0000 0.0345 0.3016 Normal Soln
4344 16.8395 16.8395 50.0000 0.0000 0.0310 0.2812 Normal Soln
6869 5.8034 5.8034 37.4327 0.0000 0.0182 0.4524 Normal Soln
4445 9.7254 9.7254 50.0000 0.0000 0.0358 0.1959 Normal Soln
4546 7.2875 7.2875 23.7958 0.0000 -0.1013 0.1723 Normal Soln
4647 5.3617 5.3617 19.2215 0.0000 0.0415 0.8563 Normal Soln
4754 8.9389 8.9389 35.7334 0.0000 0.0425 0.2569 Normal Soln
4849 5.0501 5.0501 12.4855 0.0000 0.0076 0.0466 Normal Soln
5051 6.9403 6.9403 18.4032 0.0000 -0.0168 0.0986 Normal Soln
5253 6.8530 6.8530 12.9068 0.0000 -0.0190 0.0699 Normal Soln
5354 8.0454 8.0454 50.0000 0.0000 0.0222 0.0671 Normal Soln
5462 3.1433 3.1433 43.8520 0.0000 0.0571 0.2037 Normal Soln
5657 7.3949 7.3949 13.1494 0.0000 0.0020 0.0050 Normal Soln
5758 47.9486 47.9486 50.0000 0.0000 0.0031 0.0063 Normal Soln
5859 9.1877 9.1877 22.3340 0.0000 0.0040 0.0558 Normal Soln
5960 9.7458 9.7458 23.0443 0.0000 0.0037 0.0484 Normal Soln
6061 6.8199 6.8199 31.9253 0.0000 0.0040 0.0240 Normal Soln
6162 9.1651 9.1651 21.9605 0.0000 -0.0164 0.0319 Normal Soln
6465 9.2814 9.2814 33.6944 0.0000 -0.0656 0.2110 Normal Soln
6566 9.6859 9.6859 47.3066 0.0000 0.0310 0.3310 Normal Soln
6667 14.2699 14.2699 50.0000 0.0000 0.0246 0.3925 Normal Soln
L595 1.5671 1.5671 42.2087 0.0000 0.0813 0.4546 Normal Soln
L598 1.8235 1.8235 5.7629 10.2500 -0.0045 1.0098 Normal Soln
5556ova 6.7446 6.7446 10.6669 0.0000 0.0033 0.0851 Normal Soln
5556unda 3.0349 3.0349 8.0167 0.0000 -0.0092 2.0328 Normal Soln
5663ova 40.2517 40.2517 50.0000 0.0000 0.0021 0.1017 Normal Soln
5663und 15.0642 15.0642 38.4600 0.0000 0.0060 2.2841 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0059 0.0073 Normal Soln
6364und 14.7401 14.7401 28.1114 0.0000 0.0347 4.4601 Normal Soln
6264ova 5.7255 5.7255 13.5210 0.0000 0.0101 0.0848 Normal Soln
6264und 1.0892 1.0892 2.5601 59.1667 0.0086 2.0722 Normal Soln
6768ova 3.8686 3.8686 8.4778 0.0000 0.0191 0.6812 Normal Soln
6768und 1.4920 1.4920 4.1865 71.2500 0.0057 1.8810 Normal Soln
4950ova 9.5743 9.5743 45.8762 0.0000 0.0002 0.0042 Normal Soln
4950und 2.0363 2.0363 8.1278 0.0000 -0.0036 1.0130 Normal Soln
5152ova 10.4769 10.4769 50.0000 0.0000 0.0001 0.0039 Normal Soln
5152und 1.7060 1.7060 6.1791 0.0000 0.0047 0.5620 Normal Soln
The conduit with the smallest time step limitation was..L8
The conduit with the largest wobble was.................6364und
The conduit with the largest flow change in any
consecutive time step...................................L13
*==================================================*
| 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/ 0.03 / 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/ 0.06 / L31/ 0.09 / L32/ 0.22 /
L33/ 0.02 / L34/ 0.05 / L35/ 0.24 /
L36/ 0.40 / 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/ 0.12 /
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/ 0.31 / 5663ova/ 0.00 / 5663und/ 0.28 /
6364ova/ 0.00 / 6364und/ 0.01 / 6264ova/ 0.00 /
6264und/ 0.33 / 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/ 10.78 / L8/ 16.94 / L9/ 2.04 /
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/ 1.43 / L28/ 0.21 / L29/ 0.49 /
L30/ 2.51 / L31/ 2.17 / L32/ 0.87 /
L33/ 0.07 / L34/ 4.42 / L35/ 0.75 /
L36/ 0.51 / W2637/ 0.01 / L37/ 1.73 /
L38/ 2.25 / L39/ 2.38 / L41/ 2.01 /
4243/ 1.50 / 4344/ 1.46 / 6869/ 2.61 /
4445/ 2.58 / 4546/ 0.75 / 4647/ 2.39 /
4754/ 1.48 / 4849/ 0.24 / 5051/ 0.21 /
5253/ 0.18 / 5354/ 1.41 / 5462/ 2.89 /
5657/ 0.17 / 5758/ 0.26 / 5859/ 0.07 /
5960/ 0.11 / 6061/ 0.13 / 6162/ 0.04 /
6465/ 0.85 / 6566/ 1.20 / 6667/ 4.22 /
L595/ 4.35 / L598/ 1.20 / 5556ova/ 0.02 /
5556unda/ 0.15 / 5663ova/ 0.04 / 5663und/ 0.15 /
6364ova/ 0.05 / 6364und/ 0.28 / 6264ova/ 0.01 /
6264und/ 0.56 / 6768ova/ 0.09 / 6768und/ 0.52 /
4950ova/ 0.00 / 4950und/ 3.00 / 5152ova/ 0.01 /
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/ 0.07 / N38/ 0.20 /
N39/ 0.22 / N41/ 0.12 / N42/ 0.11 /
N43/ 0.13 / N44/ 0.09 / N45/ 0.14 /
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/ 0.15 / N65/ 0.12 /
N66/ 0.22 / N67/ 0.38 / N68/ 0.12 /
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/ 0.79 / N2/ 0.63 / N3/ 0.72 /
N4/ 0.95 / N5/ 0.91 / N6/ 0.71 /
N7/ 1.25 / N8/ 1.78 / N9/ 2.21 /
N10/ 1.88 / N11/ 0.93 / N12/ 1.53 /
N13/ 2.13 / N14/ 2.68 / N15/ 0.47 /
N24/ 0.67 / N25/ 0.62 / N26/ 1.01 /
N27/ 0.58 / N28/ 0.34 / N29/ 0.43 /
N30/ 0.44 / N31/ 0.75 / N32/ 1.09 /
N33/ 0.37 / N34/ 0.93 / N35/ 0.95 /
N36/ 0.70 / N37/ 0.98 / N38/ 1.27 /
N39/ 1.23 / N41/ 1.20 / N42/ 1.22 /
N43/ 1.12 / N44/ 1.14 / N45/ 1.41 /
N69/ 1.76 / N46/ 1.74 / N47/ 1.74 /
N48/ 0.49 / N49/ 0.72 / N50/ 0.73 /
N51/ 1.10 / N52/ 1.13 / N53/ 1.53 /
N54/ 1.88 / N55/ 1.09 / N56/ 1.15 /
N57/ 0.02 / N58/ 0.16 / N59/ 0.19 /
N60/ 0.12 / N61/ 0.56 / N62/ 2.14 /
N63/ 1.31 / N64/ 1.17 / N65/ 1.67 /
N66/ 1.95 / N67/ 2.10 / N68/ 1.76 /
D1/ 2.31 / N60.7/ 0.52 /
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/ 0.04 /
L30/ 0.19 / L31/ 0.14 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.29 / L35/ 0.06 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.18 /
L38/ 0.24 / L39/ 0.37 / L41/ 0.14 /
4243/ 0.10 / 4344/ 0.09 / 6869/ 0.24 /
4445/ 0.18 / 4546/ 0.06 / 4647/ 0.20 /
4754/ 0.10 / 4849/ 0.01 / 5051/ 0.02 /
5253/ 0.01 / 5354/ 0.12 / 5462/ 0.22 /
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/ 0.68 /
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/ 0.03 /
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/ 18.89 /
L7/ 69.64 / L8/ 143.55 / L9/ 0.31 /
L10/ 26.18 / L11/ 83.16 / L12/ 159.04 /
L13/ 206.97 / L14/ 0.29 / L15/ 4.11 /
L24/ 0.78 / L25/ 1.02 / L26/ 0.87 /
L27/ 2.21 / L28/ 1.90 / L29/ 5.62 /
L30/ 28.30 / L31/ 12.02 / L32/ 1.21 /
L33/ 0.01 / L34/ 5.03 / L35/ 1.20 /
L36/ 0.62 / W2637/ 0.00 / L37/ 4.13 /
L38/ 3.38 / L39/ 3.69 / L41/ 7.68 /
4243/ 5.78 / 4344/ 4.46 / 6869/ 4.83 /
4445/ 5.92 / 4546/ 1.45 / 4647/ 3.93 /
4754/ 3.12 / 4849/ 0.13 / 5051/ 0.31 /
5253/ 0.17 / 5354/ 3.43 / 5462/ 2.59 /
5657/ 0.00 / 5758/ 0.19 / 5859/ 0.04 /
5960/ 0.05 / 6061/ 0.03 / 6162/ 0.05 /
6465/ 1.93 / 6566/ 3.94 / 6667/ 33.99 /
L595/ 1.95 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.01 / 5663ova/ 0.00 / 5663und/ 0.06 /
6364ova/ 0.00 / 6364und/ 2.13 / 6264ova/ 0.00 /
6264und/ 0.67 / 6768ova/ 0.00 / 6768und/ 0.46 /
4950ova/ 0.00 / 4950und/ 0.08 / 5152ova/ 0.00 /
5152und/ 0.13 /
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/ 0.07 /
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........ 12241
Total number of time steps during simulation.... 11164
Ratio of actual # of time steps / NTCYC......... 2.584
Average number of iterations per time step...... 1.096
Average time step size(seconds)................ 1.935
Smallest time step size(seconds)................ 0.625
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 2.890
Average minimum implicit time step (sec)........ 2.543
Average minimum junction time step (sec)........ 2.543
Average Courant Factor Tf....................... 2.543
Number of times omega reduced................... 181
*=========================================================*
| 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 1.11 12349 0 8 0 0 0
N2 0 1.13 12561 1 8 0 0 0
N3 0 1.11 12401 0 8 0 0 0
N4 0 1.13 12568 0 6 0 0 0
N5 0 1.24 13849 0 12 1 0 0
N6 0 1.53 17090 0 11 1 0 0
N7 0 2.25 25079 0 12 11 0 0
N8 0 3.03 33783 116 16 52 0 0
N9 0 2.42 26975 5 13 23 0 0
N10 0 1.12 12488 0 7 0 0 0
N11 0 1.66 18508 0 31 1 1 0
N12 0 2.44 27199 1 26 3 1 0
N13 0 2.80 31305 1 10 1 0 0
N14 0 2.22 24833 1 9 0 0 0
N15 0 1.09 12212 0 7 0 0 0
N24 0 1.12 12475 0 14 1 0 0
N25 0 1.11 12346 0 9 0 0 0
N26 0 1.21 13536 0 10 1 0 0
N27 0 1.14 12708 0 6 0 0 0
N28 0 1.08 12002 0 5 0 0 0
N29 0 1.11 12374 0 13 1 0 0
N30 0 1.15 12867 0 14 1 0 0
N31 0 1.09 12224 0 15 2 0 0
N32 0 1.12 12482 0 7 0 0 0
N33 0 1.10 12257 0 6 0 0 0
N34 0 1.16 12975 0 7 0 0 0
N35 0 1.23 13764 0 6 0 0 0
N36 0 1.13 12584 0 9 0 0 0
N37 0 1.16 12955 0 7 0 0 0
N38 0 1.21 13525 0 19 1 0 0
N39 0 1.15 12839 0 9 0 0 0
N41 0 1.19 13243 1 9 0 0 0
N42 0 1.18 13169 2 18 1 0 0
N43 0 1.18 13146 0 6 0 0 0
N44 0 1.17 13105 0 6 0 0 0
N45 0 1.16 12899 0 6 0 0 0
N69 0 1.28 14242 3 8 0 0 0
N46 0 1.20 13434 0 6 0 0 0
N47 0 1.19 13325 0 6 0 0 0
N48 0 1.12 12518 0 7 0 0 0
N49 0 1.36 15183 0 9 0 0 0
N50 0 1.39 15539 0 6 0 0 0
N51 0 1.60 17837 1 10 1 0 0
N52 0 1.60 17916 0 6 0 0 0
N53 0 1.88 20939 0 6 0 0 0
N54 0 2.00 22309 1 10 1 0 0
N55 0 1.13 12568 1 7 0 0 0
N56 0 1.28 14293 1 21 2 0 0
N57 0 1.07 11991 0 5 0 0 0
N58 0 1.08 12111 0 30 2 1 0
N59 0 1.10 12293 0 6 0 0 0
N60 0 1.11 12374 0 6 0 0 0
N61 0 1.23 13720 0 6 0 0 0
N62 0 2.42 27004 1 16 1 0 0
N63 0 1.38 15408 12 24 59 0 0
N64 0 1.32 14769 1 24 32 0 0
N65 0 1.16 12977 0 6 0 0 0
N66 0 1.26 14057 0 6 0 0 0
N67 0 1.36 15168 0 8 0 0 0
N68 0 1.29 14399 0 6 0 0 0
D1 0 2.12 23632 32 9 0 0 0
N60.7 0 1.18 13159 0 8 0 0 0
Total number of iterations for all junctions.. 965840
Minimum number of possible iterations......... 692168
Efficiency of the simulation.................. 1.40
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 103.6239 0 25 0.0000 6.3761 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.3352 0 25 0.0000 7.6648 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.0960 0 25 0.0000 8.9040 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.4125 0 25 0.0000 9.5875 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.9496 0 25 0.0000 10.0504 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5691 0 25 0.0000 10.4309 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5824 0 26 0.0000 10.4176 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5842 0 25 0.0000 10.4158 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5846 0 25 0.0000 10.4154 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8845 0 25 0.0000 11.1155 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6263 0 25 0.0000 12.3737 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6283 0 25 0.0000 12.3717 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6290 0 25 0.0000 12.3710 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6300 0 25 0.0000 12.3700 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.9309 0 26 0.0000 15.0691 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.6985 0 26 0.0000 15.3015 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.2106 0 25 0.0000 15.7894 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.8553 0 26 0.0000 16.1447 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.3207 0 26 0.0000 16.6793 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8382 0 26 0.0000 9.1618 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.9282 0 26 0.0000 6.0718 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.9385 0 28 0.0000 4.0615 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.2460 0 30 0.0000 11.7540 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.8891 0 33 0.0000 14.1109 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8818 0 25 0.0000 12.1182 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 95.0008 0 33 0.0000 14.9992 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.9163 0 33 0.0000 15.0837 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6845 0 32 0.0000 16.3155 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.2859 0 28 0.0000 16.7141 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.2688 0 28 0.0000 16.7312 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.2058 0 28 0.0000 16.7942 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.0846 0 28 0.0000 16.9154 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.7041 0 30 0.0000 17.2959 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.7662 0 30 0.0000 18.2338 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.1442 0 39 0.0000 18.8558 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 91.1129 0 40 0.0000 18.8871 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.4389 0 43 0.0000 20.5611 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 91.0804 0 40 0.0000 18.9196 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 91.0640 0 41 0.0000 8.9360 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 91.0693 0 40 0.0000 7.9307 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.4100 91.0660 0 40 0.0000 7.9340 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.3300 91.0606 0 40 0.0000 7.9394 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 91.0601 0 40 0.0000 7.9399 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 91.0577 0 41 0.0000 7.9423 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 91.0578 0 40 0.0000 7.9422 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 91.0579 0 41 0.0000 7.9421 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0146 0 25 0.0000 9.9854 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5456 0 25 0.0000 10.4544 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2510 0 25 0.0000 10.7490 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5997 0 26 0.0000 6.4003 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7912 0 25 0.0000 7.2088 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2812 0 26 0.0000 7.7188 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.0572 0 40 0.0000 7.9428 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 91.0573 0 41 0.0000 7.9427 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0629 0 25 0.0000 1.9371 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.7979 0 41 0.0000 9.2021 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.7537 0 42 0.0000 9.2463 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.7297 0 42 0.0000 9.2703 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.7134 0 42 0.0000 9.2866 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.5982 0 43 0.0000 9.4018 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 91.0571 0 41 0.0000 18.9429 1.0000 0.0000 0.0000 0.0000
N60.7 100.0000 91.7000 91.1160 0 27 0.0000 8.8840 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 1.1915 0 25 1.0140 0 25 0.0501 103.6239 102.3352 .3969 .3126
L2 31.3792 2.1255 2000.000 1.1860 0 25 0.9056 0 25 0.0378 102.3352 101.0960 .3126 .3580
L3 21.1637 1.3610 2000.000 1.1758 0 25 0.5780 0 25 0.0556 101.0960 100.4125 .3580 .4763
L4 14.8201 1.0611 2000.000 2.2537 0 25 0.6785 0 25 0.1521 100.4125 99.9496 .4763 .4548
L5 14.1212 0.8828 2000.000 2.2421 0 25 0.7353 0 25 0.1588 99.9496 99.5691 .4548 .3546
L6 107.6004 6.2307 2000.000 2.2600 0 25 0.5662 0 25 0.0210 99.5691 99.5824 .3546 .6262
L7 212.9831 7.4760 2500.000 2.2600 0 25 0.2110 0 25 0.0106 99.5824 99.5842 .5009 .7137
L8 226.7844 7.2108 2500.000 2.5474 0 25 0.1245 0 25 0.0112 99.5842 99.5846 .7137 .8858
L9 5.4768 0.2939 750.0000 2.5068 0 25 0.4931 0 25 0.4577 99.5846 99.4019 .4861 .2559
L10 230.8083 6.4940 2000.000 2.5062 0 25 0.4388 0 25 0.0109 98.8844 97.6263 .0922 .4631
L11 134.5580 5.4454 2000.000 2.5196 0 25 0.2673 0 26 0.0187 97.6263 97.6283 .4631 .7642
L12 167.9513 6.1277 2500.000 2.5380 0 26 0.1741 0 26 0.0151 97.6283 97.6290 .6113 .8516
L13 106.1819 4.1033 2750.000 3.4663 0 25 0.1980 0 25 0.0326 97.6290 97.6300 .7742 .9746
L14 3.7006 0.2681 800.0000 3.4551 0 25 0.7647 0 25 0.9337 97.6300 97.5284 .6125 .4980
L15 41.4767 1.7785 1500.000 3.4511 0 26 0.6078 0 25 0.0832 94.9309 94.6985 .3139 .4457
L24 46.8109 1.7908 2000.000 3.4297 0 26 0.7737 0 26 0.0733 94.6985 94.2106 .3342 .3103
L25 97.5504 2.8631 2500.000 4.4325 0 26 0.7150 0 25 0.0454 94.2106 93.8553 .2483 .4021
L26 39.8090 1.2386 3000.000 4.3661 0 26 1.0897 0 26 0.1097 93.8553 93.3207 .3351 .1936
L27 416.5903 6.9969 3500.000 4.3639 0 26 0.8921 0 17 0.0105 93.3207 93.2688 .1659 .3625
Section 4
L28 142.9406 2.4129 2000.000 1.0723 0 26 0.7100 0 25 0.0075 120.8382 113.9282 .1691 .2141
L29 111.2914 2.2238 2000.000 2.0900 0 27 1.0291 0 27 0.0188 113.9282 105.9385 .2141 .2192
L30 121.4510 2.4983 2000.000 2.6965 0 28 0.7143 0 28 0.0222 105.9385 98.2460 .2192 .3730
L31 81.3908 1.8198 2000.000 3.7900 0 30 0.5485 0 23 0.0466 98.2460 95.8891 .3730 .5445
L32 10.6189 1.0497 1500.000 3.9757 0 33 0.9791 0 33 0.3744 95.8891 95.0008 .7261 .6206
L33 13.2107 0.8025 900.0000 0.4462 0 25 0.3829 0 25 0.0338 97.8818 97.3254 .4131 .2282
L34 27.1462 0.7567 2000.000 4.1888 0 33 0.3684 0 32 0.1543 95.0008 94.9163 .4654 .4731
L35 151.1332 2.3985 2800.000 4.1871 0 33 0.7660 0 33 0.0277 94.9163 93.6845 .3380 .2516
L36 604.2278 7.2058 3400.000 4.3699 0 33 1.4547 0 16 0.0072 93.6845 93.2859 .2072 .2870
W2637 41.0450 1.2356 2000.000 0.0584 0 26 0.1943 0 26 0.0014 93.8553 93.6620 .0677 .0210
L37 268.7941 4.1638 3600.000 4.4469 0 32 0.6008 0 40 0.0165 93.2859 93.2688 .2711 .3524
L38 20.3679 0.8611 2000.000 8.4021 0 27 0.9000 0 25 0.4125 93.2688 93.2058 .6344 .6129
L39 220.6626 2.1612 4000.000 -8.3761 0 28 -0.8335 0 26 -0.0380 93.2058 93.0846 .2564 .2761
L41 24.3580 0.8853 2000.000 8.3197 0 28 0.6760 0 28 0.3416 93.0846 92.7041 .6023 .6121
4243 57.3946 1.4914 2000.000 8.6648 0 30 0.7191 0 37 0.1510 92.7041 91.7662 .6121 .5581
4344 63.4676 1.7564 2000.000 8.7675 0 32 0.8522 0 28 0.1381 91.7662 91.1442 .5581 .5721
6869 43.1813 0.6276 2800.000 9.7183 0 43 0.5345 0 54 0.2251 89.5982 89.4389 .6279 .6282
4445 86.8567 1.9041 2500.000 8.3692 0 32 0.6284 0 28 0.0964 91.1442 91.1129 .4577 .5651
4546 96.3889 3.0307 2500.000 8.0607 0 32 1.0506 0 17 0.0836 91.1129 91.0804 .5651 .6962
4647 19.5453 0.7456 2500.000 7.7483 0 37 1.0407 0 23 0.3964 91.0804 91.0640 .6962 .6976
4754 69.8137 1.6227 2500.000 7.7217 0 37 0.8676 0 22 0.1106 91.0640 91.0579 .6976 .7512
4849 68.7768 2.2981 2000.000 1.4745 0 25 0.9611 0 25 0.0214 91.0693 91.0660 .2446 .3280
5051 53.2734 2.2916 2000.000 2.0663 0 25 1.0325 0 25 0.0388 91.0606 91.0601 .3653 .4950
5253 101.3181 4.3724 2000.000 2.2264 0 25 1.5498 0 21 0.0220 91.0577 91.0578 .5638 .7639
5354 215.9379 3.0206 2500.000 1.3103 0 25 0.4371 0 14 0.0061 91.0578 91.0579 .6111 .7192
5462 217.9611 2.6925 2500.000 8.4721 0 40 0.2738 2 36 0.0389 91.0579 91.0574 .7192 .8549
5657 69.9273 5.9238 400.0000 0.1737 0 25 0.4565 0 25 0.0025 99.5456 99.2510 .0390 .0526
5758 51.4571 6.0705 500.0000 0.1614 0 25 0.1331 0 25 0.0031 99.2510 92.5997 .0421 .3193
5859 18.9395 2.2745 1000.000 0.5243 0 26 0.8061 0 26 0.0277 92.5997 91.7912 .1597 .1912
5960 27.1929 2.5298 1000.000 0.6368 0 26 0.7377 0 26 0.0234 91.7912 91.2812 .1912 .1212
6061 54.8120 3.2856 1000.000 0.6354 0 26 0.3446 0 7 0.0116 91.2812 91.1160 .1212 .4160
6162 84.2671 4.7255 2000.000 0.7633 0 26 1.3703 0 13 0.0091 91.0572 91.0574 .2786 1.068 *
6465 90.4168 2.4565 2400.000 9.4384 0 40 0.9500 0 24 0.1044 89.7979 89.7537 .4866 .6974
6566 57.6108 1.7304 2400.000 9.3998 0 41 0.7399 0 16 0.1632 89.7537 89.7297 .6974 .8124
6667 54.3218 0.8545 2400.000 9.7506 0 41 0.2791 0 9 0.1795 89.7297 89.7134 .8124 .8764
L595 217.9611 2.6925 2500.000 8.7919 0 40 0.1915 0 1 0.0403 91.0573 91.0571 .8549 .9228
L598 1.4897 2.7588 450.0000 0.6164 0 27 1.0412 0 27 0.4138 91.1160 91.0572 1.146 1.238
5556ova 8.0165 3.7039 500.0000 0.3410 0 25 1.5000 0 25 0.0425 100.0146 99.5642 .3292 .3284
5556unda 0.2730 2.4721 375.0000 0.2231 0 25 1.9959 0 25 0.8171 100.0146 99.5456 2.918 2.868
5663ova 7.0634 3.0050 500.0000 0.3589 0 25 1.1796 0 25 0.0508 99.5456 98.1450 .2912 .2900
5663und 0.2114 1.9145 375.0000 0.2355 0 25 2.1581 0 25 1.1138 99.5456 97.3425 3.054 .9134
6364ova 109.2892 6.1392 1800.000 0.4011 0 25 0.7345 0 25 0.0037 97.0629 89.9470 .0349 .0261
6364und 0.6735 4.2350 450.0000 0.6274 0 16 3.9131 0 16 0.9315 97.0629 89.7979 2.917 2.595
6264ova 48.9163 1.4846 800.0000 2.0531 0 41 0.7403 0 41 0.0420 91.0571 90.9976 .2214 .1720
6264und 3.2349 3.4667 1090.000 3.3321 0 38 3.5174 0 37 1.0300 91.0571 89.7979 2.116 1.071
6768ova 22.4678 1.2234 600.0000 7.6521 0 42 1.1796 0 43 0.3406 89.7134 89.6491 .5223 .4485
6768und 3.2349 3.4667 1090.000 2.0439 0 28 2.1498 0 28 0.6318 89.7134 89.5982 1.608 1.613
4950ova 6.3533 1.3824 500.0000 0.0118 0 40 0.1309 0 38 0.0019 91.0660 91.0606 .0520 .0812
4950und 2.1890 1.6215 450.0000 0.7384 0 25 0.7382 0 26 0.3373 91.0660 91.0606 1.591 1.623
5152ova 3.7458 0.7020 500.0000 0.0071 0 40 0.0825 0 38 0.0019 91.0601 91.0577 .0601 .0654
5152und 6.8731 2.7770 825.0000 1.0283 0 25 0.9710 0 25 0.1496 91.0601 91.0577 1.333 1.366
FREE # 1 Undefnd Undefnd Undefn 9.7183 0 43
*==================================================*
| 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 0.2950 1.1752 0.7190
L2 0.0000 360.0000 0.0000 0.0000 0.3125 1.3114 0.6063
L3 0.0000 360.0000 0.0000 0.0000 0.3891 2.0365 0.4817
L4 0.0000 360.0000 0.0000 0.0000 0.4663 3.3249 0.6308
L5 0.0000 360.0000 0.0000 0.0000 0.4436 3.0523 0.5946
L6 0.0000 360.0000 0.0000 0.0000 0.4439 3.9965 0.5548
L7 0.0000 360.0000 0.0000 0.0000 0.7396 10.7142 0.3198
L8 0.0000 360.0000 0.0000 0.0000 1.0092 20.4828 0.2488
L9 0.0000 0.0000 0.0000 360.0000 0.1860 5.0847 0.1372
L10 0.0000 360.0000 0.0000 0.0000 0.3877 5.7123 0.2435
L11 0.0000 360.0000 0.0000 0.0000 0.5983 9.4298 0.3279
L12 0.0000 360.0000 0.0000 0.0000 0.8898 14.5820 0.3183
L13 0.0000 360.0000 0.0000 0.0000 0.8747 17.5140 0.4759
L14 0.0000 0.0000 0.0000 360.0000 0.2483 4.5187 0.3396
L15 0.0000 360.0000 0.0000 0.0000 0.4022 5.6894 0.3453
L24 0.0000 360.0000 0.0000 0.0000 0.3547 4.4351 0.4982
L25 0.0000 360.0000 0.0000 0.0000 0.5081 6.2116 0.5801
L26 0.0000 360.0000 0.0000 0.0000 0.4921 4.0070 0.8640
L27 0.0000 360.0000 0.0000 0.0000 0.4694 5.0867 0.8005
L28 0.0000 360.0000 0.0000 0.0000 0.2383 1.5154 0.2712
L29 0.0000 360.0000 0.0000 0.0000 0.3095 2.0312 0.4422
L30 0.0000 360.0000 0.0000 0.0000 0.3313 3.8155 0.4208
L31 0.0000 360.0000 0.0000 0.0000 0.3871 7.7807 0.4615
L32 0.0000 360.0000 0.0000 0.0000 0.4736 4.0606 0.9888
L33 0.0000 0.0000 0.0000 360.0000 0.1233 1.1653 0.1105
L34 0.0000 360.0000 0.0000 0.0000 0.5371 11.3721 0.3457
L35 0.0000 360.0000 0.0000 0.0000 0.2606 5.4663 0.6322
L36 0.0000 360.0000 0.0000 0.0000 0.2711 5.8508 0.7257
W2637 348.7500 0.0000 0.0000 11.2500 0.0534 0.3006 0.0172
L37 0.0000 360.0000 0.0000 0.0000 0.5950 8.3881 0.6174
L38 0.0000 360.0000 0.0000 0.0000 0.6014 9.5034 1.1054
L39 0.0000 129.5000 230.5000 0.0000 0.6502 10.1603 0.8788
L41 0.0000 360.0000 0.0000 0.0000 0.7636 12.3517 0.8176
4243 0.0000 360.0000 0.0000 0.0000 0.4672 12.1159 0.8369
4344 1.2083 358.7917 0.0000 0.0000 0.4722 10.8718 0.8869
6869 9.5000 350.5000 0.0000 0.0000 0.8486 19.2514 0.8877
4445 0.2083 359.7917 0.0000 0.0000 0.8593 17.1037 0.6637
4546 0.2083 359.7917 0.0000 0.0000 0.8090 14.0080 1.0884
4647 1.1250 358.8750 0.0000 0.0000 0.9687 13.8899 1.0798
4754 0.2083 359.7917 0.0000 0.0000 0.9982 23.9942 0.6995
4849 0.2083 41.5917 0.0000 318.2000 0.3338 3.4973 0.3293
5051 0.2083 65.7917 0.0000 294.0000 0.6562 6.7736 0.3032
5253 0.2083 359.7917 0.0000 0.0000 0.7459 10.4102 0.4364
5354 0.2083 355.9167 0.0000 3.8750 1.2775 42.5213 0.0734
5462 4.0417 355.9583 0.0000 0.0000 1.3492 54.7428 0.3045
5657 348.9500 11.0500 0.0000 0.0000 0.0130 0.3873 0.0082
5758 272.1944 87.8056 0.0000 0.0000 0.0752 1.2200 0.0119
5859 0.2083 359.7917 0.0000 0.0000 0.1343 0.6512 0.1411
5960 0.2083 359.7917 0.0000 0.0000 0.1019 0.8633 0.1152
6061 0.2083 59.1667 0.0000 300.6250 0.1717 2.6862 0.0641
6162 0.2083 359.7917 0.0000 0.0000 0.6089 8.3908 0.4961
6465 0.2083 359.7917 0.0000 0.0000 0.6846 11.9136 1.1284
6566 1.2083 358.7917 0.0000 0.0000 0.9412 19.9438 0.8543
6667 0.2083 359.7917 0.0000 0.0000 1.0927 45.8789 0.4309
L595 1.0417 358.9583 0.0000 0.0000 1.3822 66.0862 0.2952
L598 1.4167 358.5833 0.0000 0.0000 0.2308 0.5921 0.5358
5556ova 328.1167 25.4181 0.0000 6.4653 0.0756 0.2286 0.2454
5556unda 0.2083 55.4333 0.0000 304.3583 0.1119 0.1136 2.1655
5663ova 323.2313 0.0000 0.0000 36.7687 0.0775 0.3045 0.1713
5663und 0.2083 0.0000 0.0000 359.7917 0.1115 0.1091 1.6058
6364ova 338.4000 0.0000 0.0000 21.6000 0.0549 0.5462 0.0403
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1640 4.5731
6264ova 334.0833 0.0000 0.0000 25.9167 0.1021 2.7785 0.1163
6264und 1.5000 358.5000 0.0000 0.0000 0.3297 0.9505 6.0884
6768ova 302.1042 0.0000 0.0000 57.8958 0.2008 6.4877 0.3435
6768und 9.4167 350.5833 0.0000 0.0000 0.3315 0.9577 2.9983
4950ova 350.0333 9.9667 0.0000 0.0000 0.0248 0.0953 0.0041
4950und 1.2083 358.7917 0.0000 0.0000 0.3176 1.4790 0.2449
5152ova 349.1333 10.8667 0.0000 0.0000 0.0240 0.0904 0.0025
5152und 1.2083 358.7917 0.0000 0.0000 0.4901 2.7096 0.3398
*===========================================*
| 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 0.0891 1924.3454 0.0014 1.0000 0.3184 0.0883 0.1778 12.1631
L2 0.0892 1927.4173 0.0015 1.0000 0.2716 0.0877 0.2077 12.1631
L3 0.0893 1929.6864 0.0017 1.0000 0.1712 0.1091 0.3222 12.1631
L4 0.1685 3639.9640 0.0026 1.0000 0.0993 0.1474 0.5848 12.1631
L5 0.1689 3648.0670 0.0031 1.0000 0.0614 0.2397 1.0213 12.1631
L6 0.1690 3649.4976 0.0060 1.0000 0.0332 0.3367 2.3816 2.8515
L7 0.1689 3649.0945 0.0082 1.0000 0.0085 0.6162 7.6730 2.8383
L8 0.1898 4100.1023 0.0122 1.0000 0.0040 0.8680 15.9419 2.8381
L9 0.1900 4103.6826 0.0028 1.0000 0.2423 0.0501 0.9732 6.0816
L10 0.1901 4106.0670 0.0031 1.0000 0.0661 0.2608 3.6965 6.2911
L11 0.1897 4096.7183 0.0049 1.0000 0.0124 0.4964 6.8017 2.8429
L12 0.1887 4075.0669 0.0068 1.0000 0.0060 0.7871 11.6686 2.8407
L13 0.2593 5601.1330 0.0085 1.0000 0.0057 0.8529 14.0664 2.8433
L14 0.2588 5590.3085 0.0033 1.0000 0.2435 0.1175 0.9106 6.0815
L15 0.2592 5599.5026 0.0036 1.0000 0.1186 0.1273 1.3730 8.1333
L24 0.2595 5605.8058 0.0033 1.0000 0.2331 0.0925 0.7698 8.1088
L25 0.3401 7345.2436 0.0050 1.0000 0.1786 0.1334 1.1692 8.1285
L26 0.3404 7352.1119 0.0044 1.0000 0.2620 0.1407 0.7837 8.1088
L27 0.3410 7364.6082 0.0046 1.0000 0.1491 0.1684 1.2167 4.0544
L28 0.1038 2242.4308 0.0013 1.0000 0.3548 0.0704 0.3084 8.1088
L29 0.1937 4184.5506 0.0021 1.0000 0.2950 0.0941 0.4837 8.1088
L30 0.3296 7119.1425 0.0030 1.0000 0.2502 0.1515 1.0633 8.1088
L31 0.4651 10045.178 0.0045 1.0000 0.1583 0.1751 1.7875 8.1088
L32 0.5034 10873.116 0.0040 1.0000 0.2685 0.2025 1.0575 10.1359
L33 0.0289 624.7530 0.0007 1.0000 0.3463 0.0323 0.1468 12.1631
L34 0.5340 11533.468 0.0045 1.0000 0.0665 0.2434 3.7497 10.1359
L35 0.5353 11562.457 0.0043 1.0000 0.3131 0.1430 1.3216 10.1359
L36 0.5617 12132.184 0.0045 1.0000 0.5672 0.1173 0.9986 3.6489
W2637 0.0007 14.2174 0.0001 0.0520 0.0197 0.0013 0.0069 0.1000
L37 0.5642 12185.904 0.0047 1.0000 0.1770 0.2098 1.9149 3.6489
L38 0.9077 19606.836 0.0086 1.0000 0.1647 0.2424 2.1578 3.6489
L39 -0.9088 -19629.78 0.0087 1.0000 0.0000 0.2310 2.5426 8.1088
L41 0.9141 19744.921 0.0082 1.0000 0.1574 0.2540 3.0316 8.1088
4243 0.9700 20952.599 0.0084 0.9993 0.2305 0.1981 2.5270 5.0438
4344 0.9767 21096.692 0.0084 0.9970 0.2615 0.1915 2.5289 0.0742
6869 1.5087 32587.432 0.0088 0.9794 0.1234 0.3859 5.4137 0.1483
4445 1.0018 21638.249 0.0082 0.9994 0.1324 0.2823 4.5886 4.5901
4546 1.0227 22090.817 0.0082 0.9994 0.3115 0.2737 3.1473 3.2788
4647 1.0238 22115.105 0.0079 0.9972 0.1354 0.3503 3.5976 0.0507
4754 1.0409 22483.966 0.0084 0.9994 0.2522 0.3149 5.5500 3.2787
4849 0.1186 2561.3452 0.0019 0.9994 0.5271 0.0792 0.6171 3.2787
5051 0.1595 3444.4515 0.0028 0.9994 0.7533 0.1493 1.3736 3.2787
5253 0.1720 3715.4323 0.0035 0.9994 0.5455 0.1965 2.1761 1.9672
5354 0.1734 3745.7847 0.0063 0.9993 0.0639 0.3386 10.2667 3.1523
5462 1.2163 26272.734 0.0186 0.9910 0.1967 0.4172 14.2874 0.0808
5657 0.0023 49.5721 0.0002 0.0494 0.0500 0.0004 0.0114 0.0200
5758 0.0023 50.0856 0.0002 0.3994 0.0105 0.0120 0.1895 0.0350
5859 0.0347 749.1908 0.0008 0.9994 0.3884 0.0277 0.1116 3.9344
5960 0.0436 942.2573 0.0007 0.9994 0.3692 0.0216 0.1360 3.2787
6061 0.0438 945.6629 0.0008 0.9993 0.7008 0.0336 0.4336 3.1523
6162 0.0597 1288.6524 0.0013 0.9994 0.1697 0.1720 2.0512 3.2788
6465 1.4141 30544.672 0.0104 0.9994 0.3093 0.2826 3.6108 3.2787
6566 1.4149 30562.830 0.0099 0.9971 0.1647 0.3938 6.4353 0.0601
6667 1.5041 32488.597 0.0109 0.9994 0.0459 0.5020 15.9400 5.2460
L595 1.2751 27542.188 0.0434 0.9974 0.1015 0.4890 18.3532 0.0816
L598 0.0440 950.5842 0.0007 0.9968 0.2840 0.0664 0.1524 0.3572
5556ova 0.0115 248.5695 0.0003 0.1445 0.1354 0.0078 0.0159 0.0202
5556unda 0.0304 656.3779 0.0003 0.9994 1.3824 0.0378 0.0287 0.9180
5663ova 0.0185 399.1575 0.0003 0.1709 0.1526 0.0089 0.0298 0.0201
5663und 0.0362 782.3613 0.0003 0.9993 1.2078 0.0437 0.0316 0.8826
6364ova 0.0103 222.7392 0.0004 0.0946 0.1153 0.0030 0.0293 0.0500
6364und 0.0743 1604.6485 0.0012 0.9994 1.1275 0.0667 0.0663 0.9180
6264ova 0.0755 1630.3570 0.0014 0.1395 0.0853 0.0095 0.2265 0.0200
6264und 1.1996 25911.101 0.0033 0.9965 0.6328 0.1834 0.4187 0.0140
6768ova 0.5922 12790.521 0.0054 0.2928 0.2023 0.0397 1.1233 0.0200
6768und 0.9156 19777.396 0.0037 0.9795 0.5483 0.1822 0.4597 0.0140
4950ova 0.0002 4.2936 0.0000 0.0537 0.0118 0.0011 0.0038 0.0215
4950und 0.1186 2560.9258 0.0011 0.9971 1.0931 0.0730 0.3725 0.0120
5152ova 0.0001 2.6705 0.0000 0.0586 0.0080 0.0010 0.0035 0.0213
5152und 0.1594 3444.0111 0.0017 0.9971 0.7190 0.1164 0.6822 0.0120
FREE # 1 1.5088 32590.605
*===============================================================*
| 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 1.1840 0.0000 1.2369 0.5727 0.7359 103.6224 102.3324 Max Flow
L2 1.1729 0.0000 0.9591 0.5018 0.6217 102.3327 101.0905 Max Flow
L3 1.1532 0.0000 0.4171 0.4980 0.7102 101.0908 100.4090 Max Flow
L4 2.2291 0.0000 0.4596 0.5817 0.9435 100.4094 99.9418 Max Flow
L5 2.1922 0.0000 0.3544 0.4982 0.9421 99.9422 99.5661 Max Flow
L6 2.1949 0.0000 0.0136 0.5784 0.4947 99.5661 99.5781 Max Flow
L7 2.1788 0.0000 0.0008 0.5318 0.4447 99.5781 99.5792 Max Flow
L8 2.4659 0.0000 0.0002 0.5355 0.4589 99.5795 99.5797 Max Flow
L9 2.4086 0.0000 0.1621 0.1893 0.5286 99.5797 99.3993 Max Flow
L10 2.4019 0.0000 0.0414 0.2115 0.1779 98.8800 97.6240 Max Flow
L11 2.3807 0.0000 0.0030 0.4927 0.4503 97.6241 97.6257 Max Flow
L12 2.3482 0.0000 0.0007 0.5618 0.5060 97.6258 97.6264 Max Flow
L13 3.3915 0.0000 0.0012 0.7949 0.7317 97.6265 97.6268 Max Flow
L14 3.3307 0.0000 0.0790 0.3978 0.6214 97.6269 97.5278 Max Flow
L15 3.3006 0.0000 0.2105 0.2818 0.4590 94.9198 94.6824 Max Flow
L24 3.2294 0.0000 0.4688 0.4479 0.6420 94.6824 94.2031 Max Flow
L25 4.3134 0.0000 0.2320 0.4651 0.6126 94.2035 93.8378 Max Flow
L26 4.1629 0.0000 0.4560 0.5691 1.1128 93.8378 93.3049 Max Flow
L27 4.1203 0.0000 0.0891 0.5953 0.5648 93.3053 93.1939 Max Flow
L28 1.0227 0.0000 4.5759 0.2421 0.3297 120.8306 113.9153 Max Flow
L29 1.9293 0.0000 7.1952 0.3006 0.4112 113.9118 105.9372 Max Flow
L30 2.6827 0.0000 3.3544 0.3250 0.4360 105.9372 98.2455 Max Flow
L31 3.7869 0.0000 0.8056 0.5050 0.7503 98.2455 95.8784 Max Flow
L32 3.9649 0.0000 0.8523 0.7337 1.0467 95.8876 95.0000 Max Flow
L33 0.4441 0.0000 0.5378 0.2050 0.3338 97.8813 97.3250 Max Flow
L34 4.1727 0.0000 0.0846 0.4026 0.9047 95.0001 94.9159 Max Flow
L35 4.1780 0.0000 1.1843 0.7260 0.8543 94.9159 93.6841 Max Flow
L36 4.3563 0.0000 0.1582 0.7039 0.7013 93.6841 93.2338 Max Flow
W2637 0.0394 0.0000 0.1830 0.0283 0.0939 93.8378 93.6483 Max Flow
L37 4.4245 0.0000 0.0379 0.5969 0.7094 93.2340 93.2106 Max Flow
L38 8.1246 0.0000 0.0567 0.8817 1.4906 93.2601 93.1989 Max Flow
L39 -0.0194 0.0000 -0.0099 0.0059 0.0188 92.1859 92.1958 Max Flow
L41 8.2314 0.0000 0.3784 0.6771 1.1967 93.0804 92.7041 Max Flow
4243 8.6624 0.0000 0.9225 0.7966 1.1924 92.7041 91.7627 Max Flow
4344 8.4642 0.0000 0.6231 0.7650 1.0747 91.7180 91.1002 Max Flow
6869 9.6301 0.0000 0.1593 0.7839 1.7526 89.5918 89.4326 Max Flow
4445 8.1265 0.0000 0.0532 0.5478 0.8242 91.0997 91.0548 Max Flow
4546 7.9081 0.0000 0.0596 0.9127 1.1177 91.0543 91.0089 Max Flow
4647 7.6548 0.0000 0.0216 0.7690 1.6961 91.0083 90.9872 Max Flow
4754 7.5585 0.0000 0.0077 0.6997 1.0176 91.0628 91.0560 Max Flow
4849 1.4577 0.0000 0.2377 0.2912 0.3719 90.9715 90.7011 Max Flow
5051 2.0333 0.0000 0.2983 0.2169 0.3040 90.6484 90.3321 Max Flow
5253 2.1784 0.0000 0.0696 0.3326 0.3167 90.2471 90.1919 Max Flow
5354 1.2920 0.0000 0.0007 0.1008 0.1573 90.1919 90.1913 Max Flow
5462 8.3910 0.0000 0.0013 0.2955 0.4156 91.0560 91.0551 Max Flow
5657 0.1673 0.0000 0.1752 0.0191 0.0148 99.5453 99.2496 Max Flow
5758 0.1392 0.0000 0.0299 0.0247 0.0193 99.2496 92.5921 Max Flow
5859 0.4799 0.0000 0.5797 0.1330 0.1514 92.5921 91.7871 Max Flow
5960 0.6006 0.0000 0.4861 0.1357 0.1593 91.7871 91.2771 Max Flow
6061 0.5861 0.0000 0.0210 0.1068 0.1166 91.2771 91.0669 Max Flow
6162 0.7123 0.0000 0.0223 0.4670 0.4879 90.9884 90.1894 Max Flow
6465 9.4056 0.0000 0.0844 0.9586 1.0495 89.7936 89.7476 Max Flow
6566 9.3370 0.0000 0.0305 1.0111 1.2529 89.7475 89.7227 Max Flow
6667 9.6227 0.0000 0.0169 0.7964 1.3286 89.7226 89.7059 Max Flow
L595 8.6386 0.0000 0.0005 0.3007 0.4238 91.0551 91.0552 Max Flow
L598 0.5270 0.0689 0.0113 0.2699 0.1767 91.0669 90.9884 Max Flow
5556ova 0.3358 0.0000 0.4463 0.2020 0.1632 100.0139 99.5632 Max Flow
5556unda 0.2229 0.1754 0.2929 0.3365 0.2576 100.0139 99.5452 Max Flow
5663ova 0.3557 0.0000 1.3939 0.1625 0.1446 99.5453 98.1446 Max Flow
5663und 0.2355 0.6039 1.6012 0.3425 0.3750 99.5453 97.3425 Max Flow
6364ova 0.3886 0.0000 7.1004 0.0472 0.0455 97.0622 89.9455 Max Flow
6364und 0.6253 1.5579 6.0306 1.2788 0.3429 97.0288 89.4392 Max Flow
6264ova 1.9946 0.0000 0.0456 0.1358 0.1896 91.0552 90.9958 Max Flow
6264und 3.3316 1.1383 0.1228 0.9897 0.9272 91.0552 89.7936 Max Flow
6768ova 7.4959 0.0000 0.0474 0.2665 0.3553 89.7103 89.6465 Max Flow
6768und 2.0114 0.3770 0.0444 0.8006 0.6224 89.5291 89.1088 Max Flow
4950ova 0.0109 0.0000 0.0059 0.0107 0.0221 91.0649 91.0595 Max Flow
4950und 0.7264 0.0437 0.0025 0.1815 0.1729 90.6987 90.6482 Max Flow
5152ova 0.0064 0.0000 0.0025 0.0063 0.0237 91.0587 91.0562 Max Flow
5152und 1.0007 0.0708 0.0043 0.2245 0.1852 90.3325 90.2469 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 115.0000 245.0000 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 120.0000 240.0000 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 200.0000 160.0000 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 60.0000 300.0000 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 185.0000 175.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 0.0000 285.0000 40.0000 0.0000 0.0000 0.0000 35.0000 0.0000 None
W2637 10.0000 0.0000 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 355.0000 5.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4445 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4546 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 155.0000 205.0000 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 10.0000 350.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5253 35.0000 305.0000 15.0000 0.0000 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 50.0000 310.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6061 15.0000 345.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 10.0000 315.0000 10.0000 0.0000 25.0000 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 70.0000 0.0000 5.0000 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 320.0000 0.0000 0.0000 35.0000 5.0000 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 5.0000 20.0000 335.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 0.0000 130.0000 0.0000 0.0000 230.0000 0.0000 None
6768ova 20.0000 40.0000 300.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 55.0000 110.0000 0.0000 55.0000 140.0000 0.0000 None
4950ova 0.0000 10.0000 350.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950und 0.0000 310.0000 0.0000 20.0000 15.0000 15.0000 0.0000 0.0000 None
5152ova 0.0000 10.0000 350.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5152und 0.0000 0.0000 220.0000 105.0000 0.0000 30.0000 5.0000 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 1.2083 1.2083 0.0000
L2 356.0417 356.0417 0.0000 0.0000
L3 358.7500 358.7500 0.0000 0.0000
L4 300.2917 300.2917 0.0000 0.0000
L5 0.0500 326.4250 0.0000 0.0000
L6 0.0000 348.1458 0.0000 0.0000
L7 0.0000 336.6667 0.0000 0.0000
L8 0.0000 346.4167 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 357.7083 0.0000 0.0000
L12 0.0000 346.8333 0.0000 0.0000
L13 0.0000 360.0000 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.7917 358.9583 0.0000 0.0000
L24 13.9167 15.0278 0.0000 0.0000
L25 356.9583 357.0000 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 359.9583 359.9583 0.0000 0.0000
L28 162.6250 163.8333 0.0000 0.0000
L29 331.5833 331.5833 0.0000 0.0000
L30 358.8333 358.8333 0.0000 0.0000
L31 358.8333 358.8333 0.0000 0.0000
L32 28.0278 28.0278 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.2083 351.0000 0.0000 0.0000
L35 7.2917 7.3333 0.0000 0.0000
L36 73.0764 73.1319 0.0000 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 299.0972 359.0000 0.0000 0.0000
L38 0.0417 7.1250 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 14.5625 63.4931 0.0000 0.0000
4243 44.4167 44.4167 0.1250 0.0000
4344 33.4167 33.4167 0.0000 0.0000
6869 4.2597 37.4681 0.0000 0.0000
4445 284.1528 356.1250 0.0000 0.0000
4546 10.2708 56.5625 2.6250 0.0000
4647 0.0000 38.2042 0.0000 0.0000
4754 5.9375 66.5208 0.0000 0.0000
4849 5.9458 39.1708 0.0000 0.0000
5051 6.5625 51.3125 1.7083 0.0000
5253 12.2847 65.9792 15.7917 0.0000
5354 280.1194 348.9583 1.1667 0.0000
5462 277.0694 355.9583 0.0000 0.0000
5657 336.7778 336.7778 5.3333 0.0000
5758 338.7500 338.7500 0.0000 0.0000
5859 358.5000 358.5417 1.0417 0.0000
5960 269.3333 269.3333 0.0000 0.0000
6061 57.7167 57.7167 0.0000 0.0000
6162 318.4889 346.4722 7.6667 0.0000
6465 209.2792 270.4583 0.2917 0.0000
6566 12.8104 358.0000 0.0417 0.0000
6667 0.0833 349.7500 0.0000 0.0000
L595 209.0000 357.0833 0.0000 0.0000
L598 270.9028 334.3375 0.0000 0.0000
5556ova 338.3875 339.1542 21.4222 0.0000
5556unda 0.0000 17.7500 318.3583 0.0000
5663ova 0.3208 0.3208 0.0000 0.0000
5663und 0.0000 0.0000 317.1333 0.0000
6364ova 0.0000 0.0000 344.2000 0.0000
6364und 290.7500 290.7917 12.1250 0.0000
6264ova 0.0000 0.0000 301.1333 0.0000
6264und 2.8750 280.5139 0.0000 0.0000
6768ova 0.0000 0.0000 274.4583 0.0000
6768und 0.0000 261.0694 0.8750 0.0000
4950ova 315.5694 323.3000 0.0000 0.0000
4950und 1.9167 310.8583 0.0417 0.0000
5152ova 313.0000 323.4000 0.0000 0.0000
5152und 108.7083 313.4611 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 0.3443 1.0675 0.3313 0.0198 1.1628 0.0088 0.0576 1.0893 0.0265 0.6052 11.4377 0.2787 0.7257
L2 0.0000 0.9074 0.0000 0.0000 1.1860 0.0000 0.0000 1.3070 0.0000 0.0000 14.3765 0.0000 0.6666
L3 0.0000 0.5786 0.0000 0.0000 1.1758 0.0000 0.0000 2.0321 0.0000 0.0000 32.5132 0.0000 0.8300
L4 0.2173 0.6990 0.2354 0.0092 2.2206 0.0239 0.0421 3.1770 0.1016 0.6741 50.8313 1.6257 0.9326
L5 0.0000 0.7357 0.0000 0.0000 2.2421 0.0000 0.0000 3.0476 0.0000 0.0000 30.4761 0.0000 0.8245
L6 0.1401 0.6699 0.2065 0.0725 2.1258 0.0617 0.5171 3.1732 0.2988 5.2741 32.3668 3.0473 0.9952
L7 0.0237 0.2188 0.0491 0.0035 2.2409 0.0156 0.1478 10.2441 0.3177 1.5514 107.5627 3.3355 1.5129
L8 0.0093 0.1252 0.0187 0.0007 2.5453 0.0014 0.0741 20.3274 0.0775 0.7408 203.2736 0.7745 1.9847
L9 0.3677 0.6212 0.5959 0.9408 1.5039 0.0620 2.5586 2.4209 0.1041 25.5860 24.2093 1.0411 0.2883
L10 0.2388 0.5160 0.2414 0.1536 2.1230 0.2296 0.6434 4.1143 0.9508 6.4345 41.1426 9.5077 0.5714
L11 0.0479 0.3074 0.0960 0.0360 2.4011 0.0825 0.7516 7.8101 0.8590 12.4020 128.8662 14.1737 1.2325
L12 0.0236 0.1855 0.0479 0.0139 2.4995 0.0246 0.5887 13.4736 0.5128 9.7135 222.3137 8.4620 1.8218
L13 0.0262 0.2244 0.0536 0.0339 3.3672 0.0652 1.2947 15.0041 1.2151 22.6572 262.5717 21.2646 2.4201
L14 0.0000 0.4122 0.7630 0.0000 0.1666 3.2884 0.0000 0.4042 4.3099 0.0000 4.0423 43.0990 0.4143
L15 0.3420 0.7722 0.3168 0.3973 2.7482 0.3056 1.1617 3.5588 0.9649 15.1026 46.2642 12.5438 0.5625
L24 0.1231 0.7761 0.0000 0.0021 3.4275 0.0000 0.0172 4.4166 0.0000 0.3436 88.3323 0.0000 0.6469
L25 0.3482 0.8059 0.2969 0.1794 4.0564 0.1967 0.5153 5.0334 0.6624 8.2446 80.5340 10.5989 0.8021
L26 0.0000 1.0903 0.0000 0.0000 4.3661 0.0000 0.0000 4.0045 0.0000 0.0000 60.0669 0.0000 0.8322
L27 0.0000 0.9240 0.1247 0.0000 4.3140 0.0499 0.0000 4.6690 0.4000 0.0000 67.7000 5.7999 0.9482
L28 0.0000 0.7099 0.0000 0.0000 1.0723 0.0000 0.0000 1.5105 0.0000 0.0000 202.4086 0.0000 0.3849
L29 0.0000 1.0319 0.0000 0.0000 2.0900 0.0000 0.0000 2.0253 0.0000 0.0000 319.9954 0.0000 0.4293
L30 0.0000 0.7120 0.0000 0.0000 2.6965 0.0000 0.0000 3.7873 0.0000 0.0000 568.0957 0.0000 0.6214
L31 0.0000 0.4900 0.0000 0.0000 3.7900 0.0000 0.0000 7.7350 0.0000 0.0000 688.4158 0.0000 0.9352
L32 0.3262 1.0139 0.3136 0.0464 3.9100 0.0193 0.1421 3.8563 0.0616 2.9851 80.9827 1.2935 1.0220
L33 0.1446 0.4261 0.1443 0.0186 0.4215 0.0061 0.1287 0.9892 0.0421 1.2874 9.8918 0.4215 0.3178
L34 0.0925 0.3818 0.2780 0.0145 3.8978 0.2765 0.1570 10.2098 0.9947 2.7467 178.6710 17.4066 0.9378
L35 0.0587 0.7705 0.2981 0.0000 4.1778 0.0093 0.0003 5.4224 0.0312 0.0071 116.5825 0.6707 0.8413
L36 0.1910 0.7598 0.0674 0.0213 4.3480 0.0006 0.1116 5.7228 0.0094 2.0088 103.0105 0.1693 0.8341
W2637 0.1815 0.2092 0.0675 0.0066 0.0516 0.0003 0.0362 0.2466 0.0039 0.3616 2.4661 0.0388 0.1032
L37 0.0893 0.5695 0.0384 0.0550 4.3902 0.0018 0.6162 7.7087 0.0468 14.4818 181.1551 1.0991 1.1139
L38 0.1741 1.0605 0.1051 0.2962 8.0880 0.0179 1.7006 7.6263 0.1700 23.8091 106.7678 2.3801 1.2494
L39 0.0000 0.8405 0.2615 0.0000 8.3090 0.0671 0.0000 9.8859 0.2568 0.0000 98.8587 2.5678 1.0896
L41 0.2930 0.7267 0.2850 0.2353 7.8861 0.1983 0.8033 10.8514 0.6956 43.7807 591.3987 37.9088 1.2122
4243 0.2774 1.1335 0.3567 1.1448 6.8208 0.6991 4.1273 6.0175 1.9600 247.6405 361.0502 117.6027 1.1758
4344 0.4815 1.2631 0.3110 2.3896 6.0273 0.3506 4.9626 4.7720 1.1274 248.1300 238.5982 56.3679 1.0837
6869 0.0000 0.5146 0.2908 0.0000 9.5246 0.1937 0.0000 18.5074 0.6659 0.0000 370.1484 13.3186 1.7585
4445 0.0000 0.4895 0.0000 0.0000 8.3692 0.0000 0.0000 17.0972 0.0000 0.0000 564.2069 0.0000 1.2677
4546 0.4290 0.9034 0.2606 3.8144 4.0960 0.1504 8.8913 4.5338 0.5770 222.2820 113.3439 14.4254 1.5643
4647 0.1749 0.6289 0.1831 0.1410 7.3540 0.2532 0.8064 11.6931 1.3831 16.1282 233.8628 27.6615 1.7419
4754 0.2361 0.3935 0.2370 1.2208 5.1295 1.3714 5.1706 13.0347 5.7862 160.2876 404.0768 179.3725 1.8055
4849 0.1332 0.4374 0.1328 0.0127 1.4510 0.0108 0.0952 3.3176 0.0812 1.1426 39.8118 0.9748 0.5682
5051 0.2055 0.3174 0.0000 0.1511 1.9152 0.0000 0.7353 6.0348 0.0000 13.9704 114.6617 0.0000 0.8516
5253 0.0759 0.2784 0.0960 0.1403 1.9301 0.1561 1.8469 6.9319 1.6259 36.9389 138.6389 32.5184 1.3323
5354 0.0188 0.0338 0.0241 0.1050 1.0954 0.1098 5.5798 32.3851 4.5474 161.8153 939.1680 131.8751 1.6512
5462 0.0829 0.1774 0.0447 0.5641 7.7082 0.1998 6.8047 43.4544 4.4754 81.6559 521.4528 53.7046 1.9541
5657 0.0728 0.4487 0.1233 0.0000 0.1737 0.0000 0.0000 0.3872 0.0000 0.0000 2.3233 0.0002 0.0180
5758 0.0791 0.1335 0.0860 0.0009 0.1592 0.0013 0.0120 1.1924 0.0153 0.5980 59.6224 0.7628 0.0845
5859 0.0000 0.8077 0.0000 0.0000 0.5243 0.0000 0.0000 0.6491 0.0000 0.0000 11.6844 0.0000 0.1737
5960 0.2624 0.7451 0.2281 0.0024 0.6335 0.0009 0.0091 0.8502 0.0040 0.1544 14.4539 0.0673 0.1603
6061 0.1211 0.2414 0.0638 0.0064 0.6269 0.0021 0.0529 2.5976 0.0323 0.5818 28.5731 0.3550 0.2693
6162 0.0572 0.1549 0.0307 0.2541 0.4839 0.0254 4.4398 3.1246 0.8262 133.1954 93.7378 24.7870 1.3714
6465 0.3502 0.8286 0.4443 0.0791 8.9885 0.3708 0.2259 10.8472 0.8346 7.2282 347.1104 26.7074 1.4060
6566 0.0000 0.4993 0.4255 0.0000 6.1945 3.2053 0.0000 12.4074 7.5339 0.0000 434.2587 263.6858 1.7993
6667 0.1786 0.3038 0.1328 4.0324 4.6644 1.0538 22.5822 15.3524 7.9366 1129.1118 767.6192 396.8324 2.0214
L595 0.0839 0.1572 0.0285 0.8139 7.7836 0.1945 9.6952 49.5120 6.8346 58.1712 297.0719 41.0077 2.2186
5556ova 0.1207 1.5063 0.0000 0.0002 0.3409 0.0000 0.0013 0.2263 0.0000 0.0215 3.6208 0.0000 0.1644
5663ova 0.0000 1.1797 0.0409 0.0000 0.3589 0.0000 0.0000 0.3043 0.0000 0.0000 25.2531 0.0006 0.1453
6364ova 0.0628 0.7347 0.0628 0.0000 0.4011 0.0000 0.0001 0.5460 0.0001 0.0085 60.0553 0.0085 0.0557
6264ova 0.5476 0.8898 0.5351 0.5334 1.3908 0.1289 0.9741 1.5631 0.2409 9.7408 15.6314 2.4088 0.1603
6768ova 0.9847 1.4273 0.9291 1.5443 4.4098 1.6980 1.5683 3.0895 1.8276 15.6833 30.8954 18.2759 0.2937
4950ova 0.0959 0.1523 0.0384 0.0013 0.0099 0.0005 0.0138 0.0652 0.0138 0.0829 0.3913 0.0829 0.0326
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 0.0312
*========================================================*
| 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 0.06629 3.8846 0.02938 3.9802 9.2089 12.864 0.06629 3.8846 0.02938 3.9802 9.2089 12.864 0.0000 0.0000 0.0000 None
L2 0.0000 4.0369 0.0000 4.0369 2.4693 6.3904 0.0000 4.0369 0.0000 4.0369 2.4693 6.3904 0.0000 0.0000 0.0000 None
L3 0.0000 7.2655 0.0000 7.2655 5.2421 10.139 0.0000 7.2655 0.0000 7.2655 5.2421 10.139 0.0000 0.0000 0.0000 None
L4 0.05886 14.276 0.1538 14.489 4.8215 11.613 0.05886 14.276 0.1538 14.489 4.8215 11.613 0.0000 0.0000 0.0000 None
L5 0.0000 11.863 0.0000 11.863 6.9773 13.529 0.0000 11.863 0.0000 11.863 6.9773 13.529 0.0000 0.0000 0.0000 None
L6 2.3950 70.270 2.0397 74.704 7.0090 15.439 2.3950 70.270 2.0397 74.704 7.0090 15.439 0.0000 0.0000 0.0000 None
L7 0.4279 273.36 1.9033 275.69 5.0123 18.909 0.4279 273.36 1.9033 275.69 5.0123 18.909 0.0000 0.0000 0.0000 None
L8 0.1663 613.05 0.3488 613.57 6.2407 25.989 0.1663 613.05 0.3488 613.57 6.2407 25.989 0.0000 0.0000 0.0000 None
L9 7.6402 12.214 0.5038 20.358 3.6296 30.539 7.6402 12.214 0.5038 20.358 3.6296 30.539 0.0000 0.0000 0.0000 None
L10 2.7338 37.775 4.0846 44.593 10.248 23.028 2.7338 37.775 4.0846 44.593 10.248 23.028 0.0000 0.0000 0.0000 None
L11 3.0388 202.75 6.9632 212.75 6.5231 21.588 3.0388 202.75 6.9632 212.75 6.5231 21.588 0.0000 0.0000 0.0000 None
L12 2.3350 420.77 4.1391 427.24 6.6996 22.429 2.3350 420.77 4.1391 427.24 6.6996 22.429 0.0000 0.0000 0.0000 None
L13 5.3865 534.56 10.345 550.29 3.1058 22.339 5.3865 534.56 10.345 550.29 3.1058 22.339 0.0000 0.0000 0.0000 None
L14 0.0000 1.8088 35.700 37.509 4.5310 25.315 0.0000 1.8088 35.700 37.509 4.5310 25.315 0.0000 0.0000 0.0000 None
L15 3.4430 23.817 2.6489 29.909 2.6250 16.613 3.4430 23.817 2.6489 29.909 2.6250 16.613 0.0000 0.0000 0.0000 None
L24 0.01394 22.588 0.0000 22.602 5.2048 17.266 0.01394 22.588 0.0000 22.602 5.2048 17.266 0.0000 0.0000 0.0000 None
L25 1.6475 37.247 1.8057 40.701 3.3729 15.085 1.6475 37.247 1.8057 40.701 3.3729 15.085 0.0000 0.0000 0.0000 None
L26 0.0000 25.371 0.0000 25.371 5.8842 13.566 0.0000 25.371 0.0000 25.371 5.8842 13.566 0.0000 0.0000 0.0000 None
L27 0.0000 67.342 0.7789 68.121 11.414 21.314 0.0000 67.342 0.7789 68.121 11.414 21.314 0.0000 0.0000 0.0000 None
L28 0.0000 6.0730 0.0000 6.0730 27.076 32.924 0.0000 6.0730 0.0000 6.0730 27.076 32.924 0.0000 0.0000 0.0000 None
L29 0.0000 9.2699 0.0000 9.2699 23.783 30.217 0.0000 9.2699 0.0000 9.2699 23.783 30.217 0.0000 0.0000 0.0000 None
L30 0.0000 20.266 0.0000 20.266 25.572 35.070 0.0000 20.266 0.0000 20.266 25.572 35.070 0.0000 0.0000 0.0000 None
L31 0.0000 35.563 0.0000 35.563 21.189 45.867 0.0000 35.563 0.0000 35.563 21.189 45.867 0.0000 0.0000 0.0000 None
L32 0.2601 21.928 0.1083 22.296 8.0193 16.055 0.2601 21.928 0.1083 22.296 8.0193 16.055 0.0000 0.0000 0.0000 None
L33 0.09855 2.2319 0.03221 2.3627 8.4920 17.883 0.09855 2.2319 0.03221 2.3627 8.4920 17.883 0.0000 0.0000 0.0000 None
L34 0.2207 59.246 4.2022 63.669 1.8757 22.963 0.2207 59.246 4.2022 63.669 1.8757 22.963 0.0000 0.0000 0.0000 None
L35 .000083 17.801 0.03963 17.841 8.9415 29.875 .000083 17.801 0.03963 17.841 8.9415 29.875 0.0000 0.0000 0.0000 None
L36 0.2514 51.283 .007474 51.542 5.0319 28.194 0.2514 51.283 .007474 51.542 5.0319 28.194 0.0000 0.0000 0.0000 None
W2637 0.04977 0.3914 .001988 0.4431 8.5995 13.534 0.04977 0.3914 .001988 0.4431 8.5995 13.534 0.0000 0.0000 0.0000 None
L37 1.6925 135.10 0.05525 136.85 4.9339 18.708 1.6925 135.10 0.05525 136.85 4.9339 18.708 0.0000 0.0000 0.0000 None
L38 5.3737 146.75 0.3242 152.45 20.325 35.865 5.3737 146.75 0.3242 152.45 20.325 35.865 0.0000 0.0000 0.0000 None
L39 0.0000 77.628 0.6273 78.255 21.410 36.549 0.0000 77.628 0.6273 78.255 21.410 36.549 0.0000 0.0000 0.0000 None
L41 2.9555 99.038 2.4897 104.48 20.477 36.008 2.9555 99.038 2.4897 104.48 20.477 36.008 0.0000 0.0000 0.0000 None
4243 11.863 70.682 7.2449 89.790 14.949 40.689 11.863 70.682 7.2449 89.790 14.949 40.689 0.0000 0.0000 0.0000 None
4344 24.696 62.293 3.6233 90.613 15.888 38.698 24.696 62.293 3.6233 90.613 15.888 38.698 0.0000 0.0000 0.0000 None
6869 0.0000 120.85 2.4572 123.31 23.065 50.202 0.0000 120.85 2.4572 123.31 23.065 50.202 0.0000 0.0000 0.0000 None
4445 0.0000 221.34 0.0000 221.34 11.476 30.932 0.0000 221.34 0.0000 221.34 11.476 30.932 0.0000 0.0000 0.0000 None
4546 92.744 99.591 3.6569 195.99 8.8320 25.451 92.744 99.591 3.6569 195.99 8.8320 25.451 0.0000 0.0000 0.0000 None
4647 5.3664 279.88 9.6375 294.89 9.3068 22.809 5.3664 279.88 9.6375 294.89 9.3068 22.809 0.0000 0.0000 0.0000 None
4754 82.083 344.90 92.209 519.19 14.311 38.006 82.083 344.90 92.209 519.19 14.311 38.006 0.0000 0.0000 0.0000 None
4849 0.3136 35.876 0.2667 36.457 20.631 30.912 0.3136 35.876 0.2667 36.457 20.631 30.912 0.0000 0.0000 0.0000 None
5051 7.7404 98.113 0.0000 105.85 13.573 23.357 7.7404 98.113 0.0000 105.85 13.573 23.357 0.0000 0.0000 0.0000 None
5253 19.391 266.84 21.577 307.81 8.0561 19.887 19.391 266.84 21.577 307.81 8.0561 19.887 0.0000 0.0000 0.0000 None
5354 85.341 890.12 89.212 1064.7 1.9909 34.400 85.341 890.12 89.212 1064.7 1.9909 34.400 0.0000 0.0000 0.0000 None
5462 60.911 832.38 21.581 914.88 0.08732 40.913 60.911 832.38 21.581 914.88 0.08732 40.913 0.0000 0.0000 0.0000 None
5657 .31E-05 1.0701 .000026 1.0701 0.09826 29.904 .31E-05 1.0701 .000026 1.0701 0.09826 29.904 0.0000 0.0000 0.0000 None
5758 0.03745 6.2990 0.05194 6.3884 4.6789 20.361 0.03745 6.2990 0.05194 6.3884 4.6789 20.361 0.0000 0.0000 0.0000 None
5859 0.0000 2.8395 0.0000 2.8395 7.4920 12.290 0.0000 2.8395 0.0000 2.8395 7.4920 12.290 0.0000 0.0000 0.0000 None
5960 0.01447 3.8461 .005482 3.8661 7.7986 16.157 0.01447 3.8461 .005482 3.8661 7.7986 16.157 0.0000 0.0000 0.0000 None
6061 0.1922 18.818 0.06179 19.072 13.936 27.588 0.1922 18.818 0.06179 19.072 13.936 27.588 0.0000 0.0000 0.0000 None
6162 29.425 56.040 2.9375 88.404 0.06886 15.022 29.425 56.040 2.9375 88.404 0.06886 15.022 0.0000 0.0000 0.0000 None
6465 1.6576 188.37 7.7702 197.80 28.324 44.945 1.6576 188.37 7.7702 197.80 28.324 44.945 0.0000 0.0000 0.0000 None
6566 0.0000 212.34 109.88 322.22 5.2727 25.074 0.0000 212.34 109.88 322.22 5.2727 25.074 0.0000 0.0000 0.0000 None
6667 234.99 271.82 61.411 568.22 3.1077 44.725 234.99 271.82 61.411 568.22 3.1077 44.725 0.0000 0.0000 0.0000 None
L595 108.18 1034.6 25.853 1168.7 0.05793 51.370 108.18 1034.6 25.853 1168.7 0.05793 51.370 0.0000 0.0000 0.0000 None
5556ova .001001 2.1002 0.0000 2.1012 8.9130 11.845 .001001 2.1002 0.0000 2.1012 8.9130 11.845 0.0000 0.0000 0.0000 None
5663ova 0.0000 2.7885 .25E-05 2.7885 9.1031 12.901 0.0000 2.7885 .25E-05 2.7885 9.1031 12.901 0.0000 0.0000 0.0000 None
6364ova .000019 1.5927 .000019 1.5928 0.09721 9.9028 .000019 1.5927 .000019 1.5928 0.09721 9.9028 0.0000 0.0000 0.0000 None
6264ova 8.4735 22.094 2.0474 32.615 31.178 58.434 8.4735 22.094 2.0474 32.615 31.178 58.434 0.0000 0.0000 0.0000 None
6768ova 23.633 67.484 25.985 117.10 21.626 53.849 23.633 67.484 25.985 117.10 21.626 53.849 0.0000 0.0000 0.0000 None
4950ova 0.04441 0.3328 0.01776 0.3950 17.552 21.248 0.04441 0.3328 0.01776 0.3950 17.552 21.248 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 103.6239 102.3352 10.5000 11.7000 2.4911 2.4911 1.7000 1.1643 1.1643 0.8000 3.6554 3.6554
L2 102.3352 101.0960 11.0000 4.2000 1.7307 1.7307 2.7000 2.1904 2.1904 2.3000 3.9211 3.9211
L3 101.0960 100.4125 16.0000 7.4000 2.1579 2.1579 2.6000 2.7389 2.7389 3.3000 4.8968 4.8968
L4 100.4125 99.9496 16.0000 6.5000 1.6785 1.6785 1.3000 5.1128 5.1128 4.2000 6.7912 6.7912
L5 99.9496 99.5691 10.0000 11.5000 4.5227 4.5227 5.5000 2.0286 2.0286 2.4000 6.5513 6.5513
L6 99.5691 99.5824 10.2000 12.1000 5.0910 5.0910 2.6000 3.3392 3.3392 1.9000 8.4302 8.4302
L7 99.5824 99.5842 10.5000 11.9000 6.8877 6.8877 6.0000 7.0086 7.0086 5.1000 13.8963 13.8963
L8 99.5842 99.5846 10.0000 14.5000 8.2593 8.2593 7.6000 11.4892 11.4892 10.8000 19.7485 19.7485
L9 99.5846 99.4019 10.0000 27.5000 23.8704 23.8704 8.2000 3.0387 3.0387 2.2000 26.9091 26.9091
L10 98.8844 97.6263 10.0000 19.7000 9.4521 9.4521 7.2000 3.3277 3.3277 0.0000 12.7798 12.7798
L11 97.6263 97.6283 16.5000 12.9000 6.3769 6.3769 3.5000 8.6879 8.6879 5.4000 15.0648 15.0648
L12 97.6283 97.6290 16.5000 15.0000 8.3004 8.3004 6.0000 7.4286 7.4286 5.5000 15.7290 15.7290
L13 97.6290 97.6300 17.5000 12.5000 9.3942 9.3942 4.6000 9.8389 9.8389 5.5000 19.2331 19.2331
L14 97.6300 97.5284 10.0000 5.0000 0.4690 0.4690 0.6000 20.3154 20.3154 1.4000 20.7845 20.7845
L15 94.9309 94.6985 13.0000 6.5000 3.8750 3.8750 0.0000 10.1125 10.1125 6.5000 13.9875 13.9875
L24 94.6985 94.2106 20.0000 16.8000 11.5952 11.5952 11.2000 0.4663 0.4663 0.8000 12.0615 12.0615
L25 94.2106 93.8553 16.0000 4.7000 1.3271 1.3271 0.0000 10.3853 10.3853 7.9000 11.7123 11.7123
L26 93.8553 93.3207 15.0000 7.8000 1.9158 1.9158 2.6000 5.7657 5.7657 7.2000 7.6815 7.6815
L27 93.3207 93.2688 14.5000 13.7000 2.2865 2.2865 3.4000 7.6139 7.6139 5.1000 9.9004 9.9004
L28 120.8382 113.9282 134.0000 31.0000 3.9245 3.9245 11.0000 1.9245 1.9245 19.0000 5.8490 5.8490
L29 113.9282 105.9385 158.0000 28.5000 4.7173 4.7173 16.5000 1.7173 1.7173 19.5000 6.4346 6.4346
L30 105.9385 98.2460 150.0000 32.0000 6.4282 6.4282 12.0000 3.0704 3.0704 17.0000 9.4986 9.4986
L31 98.2460 95.8891 89.0000 30.0000 8.8114 8.8114 10.0000 15.8665 15.8665 19.0000 24.6779 24.6779
L32 95.8891 95.0008 21.0000 13.6000 5.5807 5.5807 4.3000 2.4550 2.4550 1.9000 8.0357 8.0357
L33 97.8818 97.3254 10.0000 13.8000 5.3080 5.3080 2.0000 4.0829 4.0829 3.0000 9.3910 9.3910
L34 95.0008 94.9163 17.5000 16.7000 14.8243 14.8243 12.7000 6.2627 6.2627 3.8000 21.0870 21.0870
L35 94.9163 93.6845 21.5000 11.0000 2.0585 2.0585 2.0000 18.8753 18.8753 18.4000 20.9338 20.9338
L36 93.6845 93.2859 18.0000 6.8000 1.7681 1.7681 1.1000 21.3936 21.3936 21.1000 23.1618 23.1618
W2637 93.8553 93.6620 10.0000 9.3000 0.7005 0.7005 0.0000 4.2342 4.2342 3.9000 4.9347 4.9347
L37 93.2859 93.2688 23.5000 11.3000 6.3661 6.3661 4.1000 7.4079 7.4079 6.8000 13.7740 13.7740
L38 93.2688 93.2058 14.0000 30.6000 10.2749 10.2749 5.1000 5.2646 5.2646 4.2000 15.5395 15.5395
L39 93.0846 93.2058 10.0000 30.7000 9.2900 9.2900 9.7000 5.8490 5.8490 4.8000 15.1390 15.1390
L41 93.0846 92.7041 54.5000 32.5000 12.0234 12.0234 10.3000 3.5085 3.5085 2.0000 15.5319 15.5319
4243 92.7041 91.7662 60.0000 31.0000 16.0506 16.0506 1.5000 9.6885 9.6885 5.0000 25.7392 25.7392
4344 91.7662 91.1442 50.0000 32.0000 16.1116 16.1116 2.0000 6.6978 6.6978 3.4000 22.8094 22.8094
6869 89.5982 89.4389 20.0000 36.0000 12.9352 12.9352 13.2000 14.2017 14.2017 5.8000 27.1369 27.1369
4445 91.1442 91.1129 33.0000 26.4000 14.9242 14.9242 21.8000 4.5324 4.5324 8.0000 19.4566 19.4566
4546 91.1129 91.0804 25.0000 22.1000 13.2680 13.2680 1.7000 3.3509 3.3509 2.0000 16.6190 16.6190
4647 91.0804 91.0640 20.0000 11.8000 2.4932 2.4932 0.6000 11.0093 11.0093 7.8000 13.5024 13.5024
4754 91.0640 91.0579 31.0000 28.6000 14.2892 14.2892 7.1000 9.4058 9.4058 1.4000 23.6950 23.6950
4849 91.0693 91.0660 12.0000 26.3000 5.6689 5.6689 4.6000 4.6120 4.6120 3.7000 10.2809 10.2809
5051 91.0606 91.0601 19.0000 21.4000 7.8269 7.8269 6.1000 1.9568 1.9568 5.4600 9.7837 9.7837
5253 91.0577 91.0578 20.0000 14.4000 6.3439 6.3439 2.8000 5.4874 5.4874 2.7700 11.8313 11.8313
5354 91.0578 91.0579 29.0000 30.3000 28.3091 28.3091 20.1000 4.1002 4.1002 0.0000 32.4094 32.4094
5462 91.0579 91.0574 12.0000 13.9000 13.8127 13.8127 2.9000 27.0132 27.0132 20.0000 40.8259 40.8259
5657 99.5456 99.2510 6.0000 29.9000 29.8017 29.8017 29.8000 0.0038 0.0038 0.0000 29.8056 29.8056
5758 99.2510 92.5997 50.0000 20.0000 15.3211 15.3211 15.0000 0.3611 0.3611 0.0000 15.6822 15.6822
5859 92.5997 91.7912 18.0000 8.4000 0.9080 0.9080 2.3000 3.8899 3.8899 5.5000 4.7979 4.7979
5960 91.7912 91.2812 17.0000 10.1000 2.3014 2.3014 2.0000 6.0574 6.0574 5.9000 8.3589 8.3589
6061 91.2812 91.1160 11.0000 25.0000 11.0639 11.0639 10.4000 2.5878 2.5878 1.5000 13.6516 13.6516
6162 91.0572 91.0574 30.0000 9.3000 9.2311 9.2311 1.3000 5.7217 5.7217 2.0000 The text continues on section 5.