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c5y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 13:22.
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 68.0000 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 1256 360 N48#2 2098 430 N50#1 1300 360
N50#2 2283 421 N52#1 1360 360 N52#2 2248 424
N1#1 1324 360 N1#2 2124 560 N4#1 1196 360
N4#2 2450 654 N8#1 1364 360 N8#2 2652 716
N13#1 1320 360 N13#2 2582 702 N25#1 1332 360
N25#2 2210 426 N28#1 1348 360 N28#2 2073 431
N29#1 1312 360 N29#2 2100 548 N30#1 1312 360
N30#2 2424 720 N31#1 1332 360 N31#2 2600 716
N32#1 1356 360 N32#2 1340 360 N33#1 1356 360
N33#2 2251 425 N36#1 1352 360 N36#2 2264 424
N42#1 1336 360 N42#2 2222 426 N44#1 1336 360
N44#2 2234 426 N45#1 1340 360 N45#2 2181 427
N47#1 1358 358 N47#2 2156 424 N55#1 2264 456
N55#2 2235 425 N56#1 1320 360 N56#2 2189 427
N63#1 1348 360 N63#2 2243 425 N64#1 1328 360
N64#2 2202 426 N66#1 1316 360 N66#2 2197 427
N58#1 1332 360 N58#2 2206 426 N59#1 1360 360
N59#2 2269 423 N61#1 1352 360 N61#2 2268 424
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 68.0000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 2.794800E+04 68.000
Total Infiltration 5.126413E+02 1.247
Total Evaporation 5.011070E+00 0.012
Surface Runoff from Watersheds 2.725585E+04 66.316
Total Water remaining in Surface Storage 1.858696E+02 0.452
Infiltration over the Pervious Area... 5.126413E+02 2.062
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 2.795937E+04 68.028
Total Precipitation + Initial Storage. 2.794800E+04 68.000
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............... -0.0407
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 2.725585E+04 66.316
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 2.725127E+04 66.305
Initial Storage + Inflow.................... 2.725585E+04 66.316
Final Storage + Outflow + Diverted GW....... 2.725127E+04 66.305
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0168
##################################################
# 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).... 68.00000 68.00000 68.00000 68.00000 68.00000 68.00000
Max Intensity (mm/hr).. 189.31200 189.31200 189.31200 189.31200 189.31200 189.31200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 65.56884 0.00000 65.99511 0.00000 65.90883
Total Losses (mm)...... 0.00000 2.05057 0.00000 2.00027 0.00000 2.03653
Remaining Depth (mm)... 0.00000 0.38059 0.00000 0.00463 0.00000 0.05465
Peak Runoff Rate (cms). 0.00000 0.55640 0.00000 0.02067 0.00000 0.08349
Total Impervious Area
---------------------
Total Runoff Depth (mm) 67.87244 68.02674 67.92874 68.04328 68.02586 68.16493
Peak Runoff Rate (cms). 0.72124 0.00089 0.50329 0.00002 0.08773 0.00010
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 67.87244 68.02674 67.92874 68.04328 68.02586 68.16493
Peak Runoff Rate (cms). 0.72124 0.00089 0.50329 0.00002 0.08773 0.00010
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 67.87244 65.57130 67.92874 65.99716 68.02586 65.91108
Peak Runoff Rate (cms). 0.72124 0.55729 0.50329 0.02069 0.08773 0.08359
Unit Runoff (mm/hr).... 154.00670 119.70287 164.59139 187.75349 187.32747 168.57907
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).... 68.00000 68.00000 68.00000 68.00000 68.00000 68.00000
Max Intensity (mm/hr).. 189.31200 189.31200 189.31200 189.31200 189.31200 189.31200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 65.74222 0.00000 65.85521 0.00000 65.89067
Total Losses (mm)...... 0.00000 2.04714 0.00000 2.04205 0.00000 2.03888
Remaining Depth (mm)... 0.00000 0.21064 0.00000 0.10274 0.00000 0.07045
Peak Runoff Rate (cms). 0.00000 0.80276 0.00000 0.47584 0.00000 0.13453
Total Impervious Area
---------------------
Total Runoff Depth (mm) 67.95782 68.08545 67.74577 68.05089 68.03260 68.03502
Peak Runoff Rate (cms). 0.10833 0.12250 0.25066 0.24665 0.03114 0.12632
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 67.95782 68.08545 67.74577 68.05089 68.03260 68.03502
Peak Runoff Rate (cms). 0.10833 0.12250 0.25066 0.24665 0.03114 0.12632
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 67.95782 65.97654 67.74577 66.51392 68.03260 66.85563
Peak Runoff Rate (cms). 0.10833 0.92526 0.25066 0.72249 0.03114 0.26085
Unit Runoff (mm/hr).... 170.98132 144.15153 135.80912 167.04925 188.38598 175.35068
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).... 68.00000 68.00000 68.00000 68.00000 68.00000 68.00000
Max Intensity (mm/hr).. 189.31200 189.31200 189.31200 189.31200 189.31200 189.31200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 65.84151 0.00000 65.83641 0.00000 65.51278
Total Losses (mm)...... 0.00000 2.04296 0.00000 2.04327 0.00000 2.05125
Remaining Depth (mm)... 0.00000 0.11553 0.00000 0.12032 0.00000 0.43597
Peak Runoff Rate (cms). 0.00000 0.36820 0.00000 0.47792 0.00000 0.90645
Total Impervious Area
---------------------
Total Runoff Depth (mm) 67.95511 68.03816 67.97058 68.10400 68.00221 68.02117
Peak Runoff Rate (cms). 0.33320 0.24246 0.54173 0.00061 0.06019 0.00151
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 67.95511 68.03816 67.97058 68.10400 68.00221 68.02117
Peak Runoff Rate (cms). 0.33320 0.24246 0.54173 0.00061 0.06019 0.00151
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 67.95511 66.61034 67.97058 65.83868 68.00221 65.51529
Peak Runoff Rate (cms). 0.33320 0.61066 0.54173 0.47854 0.06019 0.90797
Unit Runoff (mm/hr).... 170.35482 166.66997 174.02785 153.72564 182.06667 114.84131
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).... 68.00000 68.00000 68.00000 68.00000 68.00000 68.00000
Max Intensity (mm/hr).. 189.31200 189.31200 189.31200 189.31200 189.31200 189.31200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 65.78597 0.00000 61.72937 0.00000 65.82635
Total Losses (mm)...... 0.00000 2.04567 0.00000 2.05419 0.00000 2.04383
Remaining Depth (mm)... 0.00000 0.16836 0.00000 4.21644 0.00000 0.12982
Peak Runoff Rate (cms). 0.00000 0.80693 0.00000 0.41933 0.00000 0.73984
Total Impervious Area
---------------------
Total Runoff Depth (mm) 67.94966 68.09093 67.94966 67.99228 67.96654 68.03489
Peak Runoff Rate (cms). 0.11647 0.11778 0.18635 0.17704 0.47671 0.49485
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 67.94966 68.09093 67.94966 67.99228 67.96654 68.03489
Peak Runoff Rate (cms). 0.11647 0.11778 0.18635 0.17704 0.47671 0.49485
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 67.94966 66.01646 67.94966 62.35566 67.96654 66.59933
Peak Runoff Rate (cms). 0.11647 0.92472 0.18635 0.59637 0.47671 1.23468
Unit Runoff (mm/hr).... 169.11414 149.85519 169.11414 60.47058 173.04821 164.77752
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).... 68.00000 68.00000 68.00000 68.00000 68.00000 68.00000
Max Intensity (mm/hr).. 189.31200 189.31200 189.31200 189.31200 189.31200 189.31200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 65.93826 0.00000 65.89990 0.00000 65.92763
Total Losses (mm)...... 0.00000 2.03055 0.00000 2.03778 0.00000 2.03313
Remaining Depth (mm)... 0.00000 0.03120 0.00000 0.06233 0.00000 0.03924
Peak Runoff Rate (cms). 0.00000 0.24227 0.00000 0.18785 0.00000 0.17631
Total Impervious Area
---------------------
Total Runoff Depth (mm) 68.01610 0.00000 68.01618 68.15585 68.01103 68.18410
Peak Runoff Rate (cms). 0.25535 0.00000 0.20941 0.00023 0.18271 0.00021
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 68.01610 0.00000 68.01618 68.15585 68.01103 68.18410
Peak Runoff Rate (cms). 0.25535 0.00723 0.20941 0.00023 0.18271 0.00021
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) 68.01610 65.93826 68.01618 65.90215 68.01103 65.92988
Peak Runoff Rate (cms). 0.25535 0.24227 0.20941 0.18807 0.18271 0.17652
Unit Runoff (mm/hr).... 185.38941 175.88979 185.40610 166.51538 184.23147 173.17730
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).... 68.00000 68.00000 68.00000 68.00000 68.00000 68.00000
Max Intensity (mm/hr).. 189.31200 189.31200 189.31200 189.31200 189.31200 189.31200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 65.84751 0.00000 65.86393 0.00000 65.78634
Total Losses (mm)...... 0.00000 2.04258 0.00000 2.04140 0.00000 2.04566
Remaining Depth (mm)... 0.00000 0.10991 0.00000 0.09468 0.00000 0.16801
Peak Runoff Rate (cms). 0.00000 0.28712 0.00000 0.13991 0.00000 0.14801
Total Impervious Area
---------------------
Total Runoff Depth (mm) 67.97330 68.11138 67.97691 68.12353 67.98482 68.07854
Peak Runoff Rate (cms). 0.32244 0.00036 0.14996 0.00017 0.06360 0.00020
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 67.97330 68.11138 67.97691 68.12353 67.98482 68.07854
Peak Runoff Rate (cms). 0.32244 0.00036 0.14996 0.00017 0.06360 0.00020
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 67.97330 65.84977 67.97691 65.86619 67.98482 65.78863
Peak Runoff Rate (cms). 0.32244 0.28748 0.14996 0.14008 0.06360 0.14821
Unit Runoff (mm/hr).... 174.69659 155.75567 175.59570 158.90547 177.59967 145.40398
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).... 68.00000 68.00000 68.00000 68.00000 68.00000 68.00000
Max Intensity (mm/hr).. 189.31200 189.31200 189.31200 189.31200 189.31200 189.31200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 65.75470 65.69327 65.87299 0.00000 65.80258
Total Losses (mm)...... 0.00000 2.04677 2.04840 2.04064 0.00000 2.04499
Remaining Depth (mm)... 0.00000 0.19853 0.25832 0.08637 0.00000 0.15243
Peak Runoff Rate (cms). 0.00000 0.15884 0.21713 0.26975 0.00000 0.08549
Total Impervious Area
---------------------
Total Runoff Depth (mm) 68.03457 68.16745 68.06417 68.13093 67.95647 68.08580
Peak Runoff Rate (cms). 0.02079 0.00009 0.00316 0.00033 0.09873 0.00011
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 68.03457 68.16745 68.06417 68.13093 67.95647 68.08580
Peak Runoff Rate (cms). 0.02079 0.00009 0.00316 0.00033 0.09873 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) 68.03457 65.75567 65.71698 65.87525 67.95647 65.80487
Peak Runoff Rate (cms). 0.02079 0.15894 0.22028 0.27009 0.09873 0.08560
Unit Runoff (mm/hr).... 188.64866 140.71735 133.27196 160.72617 170.66754 147.96544
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).... 68.00000 68.00000 68.00000 68.00000 68.00000 68.00000
Max Intensity (mm/hr).. 189.31200 189.31200 189.31200 189.31200 189.31200 189.31200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 65.89563 0.00000 65.82965 0.00000 65.80696
Total Losses (mm)...... 0.00000 2.03831 0.00000 2.04365 0.00000 2.04479
Remaining Depth (mm)... 0.00000 0.06607 0.00000 0.12670 0.00000 0.14825
Peak Runoff Rate (cms). 0.00000 0.19587 0.00000 0.31472 0.00000 0.48675
Total Impervious Area
---------------------
Total Runoff Depth (mm) 67.99749 68.15161 67.96015 68.09981 67.95376 68.08724
Peak Runoff Rate (cms). 0.20926 0.00024 0.34966 0.00041 0.56212 0.00064
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 67.99749 68.15161 67.96015 68.09981 67.95376 68.08724
Peak Runoff Rate (cms). 0.20926 0.00024 0.34966 0.00041 0.56212 0.00064
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 67.99749 65.89788 67.96015 65.83192 67.95376 65.80924
Peak Runoff Rate (cms). 0.20926 0.19611 0.34966 0.31513 0.56212 0.48739
Unit Runoff (mm/hr).... 180.86212 165.55356 171.52586 152.52321 170.04314 148.67701
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).... 68.00000 68.00000 68.00000 68.00000 68.00000 68.00000
Max Intensity (mm/hr).. 189.31200 189.31200 189.31200 189.31200 189.31200 189.31200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 65.83199 0.00000 65.94142 0.00000 65.92143
Total Losses (mm)...... 0.00000 2.04352 0.00000 2.02965 0.00000 2.03439
Remaining Depth (mm)... 0.00000 0.12448 0.00000 0.02893 0.00000 0.04418
Peak Runoff Rate (cms). 0.00000 0.18093 0.00000 0.06322 0.00000 0.09445
Total Impervious Area
---------------------
Total Runoff Depth (mm) 67.96988 68.10124 68.02351 68.19485 68.01103 68.17792
Peak Runoff Rate (cms). 0.20115 0.00023 0.06178 0.00007 0.10150 0.00011
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 67.96988 68.10124 68.02351 68.19485 68.01103 68.17792
Peak Runoff Rate (cms). 0.20115 0.00023 0.06178 0.00007 0.10150 0.00011
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 67.96988 65.83426 68.02351 65.94367 68.01103 65.92369
Peak Runoff Rate (cms). 0.20115 0.18116 0.06178 0.06330 0.10150 0.09456
Unit Runoff (mm/hr).... 173.85664 152.93711 186.90068 176.74606 184.23147 171.62416
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| ##### |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
160.000 = # # =
| # # |
| # # |
| # # |
| # # |
| # # |
| ###### # # |
| # # # # |
| # # # # |
| # # # # |
120.000 = # # # # =
| # # # # |
| # # # # |
RAINFALL | # # # # |
| # # # # |
IN | # # # # |
| # ##### # |
MM/HR | # # |
| # # |
| # ##### |
80.000 = # # =
| # # |
| # ##### |
| # # |
| # # |
| # # |
| ##### # |
| # # |
| # ##### |
| # # |
40.000 = # ###### =
| # # |
##### # |
# # |
# ##### |
# ##### |
# ##### |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
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Full text of sections 2 to 4 (of 6)
Section 2
N : 0.150 to Station 5.2 Max Topwidth : 13.62 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.43E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 1.44 m^2
Max right bank area : 3.48 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.05 m^2
Natural Cross-Section information for Channel L5
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 10.0 meters. Maximum Elevation : 100.98 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.00 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.150 to Station 6.0 Max Topwidth : 15.64 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.63E+01 m
" " : 0.150 Beyond Station 13.9 Max left bank area : 2.88 m^2
Max right bank area : 0.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 12.20 m^2
Natural Cross-Section information for Channel L6
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.2 meters. Maximum Elevation : 100.67 meters.
Main Channel Length : 10.2 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.2 meters. Maximum Section Area : 17.13 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.075 to Station 9.5 Max Topwidth : 17.63 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.81E+01 m
" " : 0.050 Beyond Station 14.0 Max left bank area : 5.82 m^2
Max right bank area : 3.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.70 m^2
Natural Cross-Section information for Channel L7
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 10.5 meters. Maximum Elevation : 100.57 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 28.49 m^2.
Maximum hydraulic radius : 1.26 meters.
Manning N : 0.100 to Station 5.9 Max Topwidth : 22.07 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.27E+01 m
" " : 0.050 Beyond Station 17.0 Max left bank area : 2.52 m^2
Max right bank area : 4.76 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.20 m^2
Natural Cross-Section information for Channel L8
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.99 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 31.45 m^2.
Maximum hydraulic radius : 1.34 meters.
Manning N : 0.100 to Station 6.9 Max Topwidth : 22.84 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.34E+01 m
" " : 0.050 Beyond Station 25.3 Max left bank area : 0.80 m^2
Max right bank area : 0.84 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 29.81 m^2
Natural Cross-Section information for Channel L9
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.75 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.63 m^2.
Maximum hydraulic radius : 0.58 meters.
Manning N : 0.100 to Station 19.3 Max Topwidth : 31.87 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 3.20E+01 m
" " : 0.050 Beyond Station 29.7 Max left bank area : 10.56 m^2
Max right bank area : 0.85 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.22 m^2
Natural Cross-Section information for Channel L10
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.30 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 34.08 m^2.
Maximum hydraulic radius : 1.21 meters.
Manning N : 0.100 to Station 12.5 Max Topwidth : 27.76 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.82E+01 m
" " : 0.100 Beyond Station 19.7 Max left bank area : 7.97 m^2
Max right bank area : 11.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.40 m^2
Natural Cross-Section information for Channel L11
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.40 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 24.31 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.100 to Station 9.4 Max Topwidth : 23.40 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 18.3 Max left bank area : 4.50 m^2
Max right bank area : 5.17 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.64 m^2
Natural Cross-Section information for Channel L12
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.30 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 27.23 m^2.
Maximum hydraulic radius : 1.20 meters.
Manning N : 0.100 to Station 9.0 Max Topwidth : 22.04 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.26E+01 m
" " : 0.050 Beyond Station 20.5 Max left bank area : 3.20 m^2
Max right bank area : 2.75 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.27 m^2
Natural Cross-Section information for Channel L13
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 17.5 meters. Maximum Elevation : 97.98 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.75 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 25.57 m^2.
Maximum hydraulic radius : 0.74 meters.
Manning N : 0.100 to Station 7.9 Max Topwidth : 33.67 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 3.44E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 3.36 m^2
Max right bank area : 3.87 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.34 m^2
Natural Cross-Section information for Channel L14
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 97.89 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 13.80 m^2.
Maximum hydraulic radius : 0.51 meters.
Manning N : 0.075 to Station 4.4 Max Topwidth : 26.90 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 6.4 Max left bank area : 0.47 m^2
Max right bank area : 12.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.17 m^2
Natural Cross-Section information for Channel L15
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 13.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 13.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 13.0 meters. Maximum Section Area : 22.93 m^2.
Maximum hydraulic radius : 0.99 meters.
Manning N : 0.150 to Station 6.5 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.31E+01 m
" " : 0.150 Beyond Station 13.0 Max left bank area : 6.03 m^2
Max right bank area : 7.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.65 m^2
Natural Cross-Section information for Channel L24
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 20.0 meters. Maximum Elevation : 95.89 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.14 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.150 to Station 5.6 Max Topwidth : 18.86 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.97E+01 m
" " : 0.150 Beyond Station 17.6 Max left bank area : 4.14 m^2
Max right bank area : 1.42 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.58 m^2
Natural Cross-Section information for Channel L25
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 16.0 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 33.70 m^2.
Maximum hydraulic radius : 1.56 meters.
Manning N : 0.150 to Station 4.7 Max Topwidth : 20.62 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.16E+01 m
" " : 0.150 Beyond Station 12.6 Max left bank area : 5.47 m^2
Max right bank area : 9.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.45 m^2
Natural Cross-Section information for Channel L26
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 15.0 meters. Maximum Elevation : 95.80 meters.
Main Channel Length : 15.0 meters. Maximum depth : 3.00 meters.
Right Overbank Length : 15.0 meters. Maximum Section Area : 32.14 m^2.
Maximum hydraulic radius : 1.74 meters.
Manning N : 0.150 to Station 5.2 Max Topwidth : 16.49 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.85E+01 m
" " : 0.150 Beyond Station 15.0 Max left bank area : 4.31 m^2
Max right bank area : 2.97 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 24.86 m^2
Natural Cross-Section information for Channel L27
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.5 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 14.5 meters. Maximum depth : 3.50 meters.
Right Overbank Length : 14.5 meters. Maximum Section Area : 59.54 m^2.
Maximum hydraulic radius : 1.93 meters.
Manning N : 0.150 to Station 10.3 Max Topwidth : 28.97 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.09E+01 m
" " : 0.150 Beyond Station 18.8 Max left bank area : 10.14 m^2
Max right bank area : 23.29 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 26.10 m^2
Natural Cross-Section information for Channel L28
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 134.0 meters. Maximum Elevation : 120.20 meters.
Main Channel Length : 134.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 134.0 meters. Maximum Section Area : 59.24 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 54.40 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.46E+01 m
" " : 0.100 Beyond Station 50.0 Max left bank area : 7.20 m^2
Max right bank area : 7.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.80 m^2
Natural Cross-Section information for Channel L29
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 158.0 meters. Maximum Elevation : 110.70 meters.
Main Channel Length : 158.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 158.0 meters. Maximum Section Area : 50.05 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 50.70 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.09E+01 m
" " : 0.100 Beyond Station 48.0 Max left bank area : 2.94 m^2
Max right bank area : 2.21 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.90 m^2
Natural Cross-Section information for Channel L30
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 150.0 meters. Maximum Elevation : 102.10 meters.
Main Channel Length : 150.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 150.0 meters. Maximum Section Area : 48.61 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 42.75 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.32E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 6.05 m^2
Max right bank area : 1.51 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 41.05 m^2
Natural Cross-Section information for Channel L31
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 89.0 meters. Maximum Elevation : 97.00 meters.
Main Channel Length : 89.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 89.0 meters. Maximum Section Area : 44.72 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 41.50 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.19E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 5.00 m^2
Max right bank area : 1.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.47 m^2
Natural Cross-Section information for Channel L32
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 21.0 meters. Maximum Elevation : 95.70 meters.
Main Channel Length : 21.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 21.0 meters. Maximum Section Area : 10.12 m^2.
Maximum hydraulic radius : 0.59 meters.
Manning N : 0.125 to Station 9.3 Max Topwidth : 16.73 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.125 Beyond Station 15.5 Max left bank area : 2.68 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.82 m^2
Natural Cross-Section information for Channel L33
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 10.0 meters. Maximum Elevation : 98.41 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.90 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.46 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.150 to Station 11.8 Max Topwidth : 34.05 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.46E+01 m
" " : 0.150 Beyond Station 16.8 Max left bank area : 6.19 m^2
Max right bank area : 6.37 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.90 m^2
Natural Cross-Section information for Channel L34
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 17.5 meters. Maximum Elevation : 96.05 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 35.88 m^2.
Maximum hydraulic radius : 1.40 meters.
Manning N : 0.125 to Station 4.0 Max Topwidth : 24.90 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 2.56E+01 m
" " : 0.125 Beyond Station 20.5 Max left bank area : 3.49 m^2
Max right bank area : 4.65 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 27.74 m^2
Natural Cross-Section information for Channel L35
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 21.5 meters. Maximum Elevation : 95.93 meters.
Main Channel Length : 21.5 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 21.5 meters. Maximum Section Area : 63.01 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.125 to Station 9.0 Max Topwidth : 37.44 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.82E+01 m
" " : 0.125 Beyond Station 29.4 Max left bank area : 9.39 m^2
Max right bank area : 8.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.38 m^2
Natural Cross-Section information for Channel L36
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 18.0 meters. Maximum Elevation : 96.15 meters.
Main Channel Length : 18.0 meters. Maximum depth : 3.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 83.85 m^2.
Maximum hydraulic radius : 2.18 meters.
Manning N : 0.125 to Station 5.7 Max Topwidth : 37.26 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.85E+01 m
" " : 0.125 Beyond Station 27.9 Max left bank area : 8.03 m^2
Max right bank area : 13.14 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 62.69 m^2
Natural Cross-Section information for Channel W2637
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 95.72 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 33.22 m^2.
Maximum hydraulic radius : 1.37 meters.
Manning N : 0.100 to Station 9.3 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.42E+01 m
" " : 0.100 Beyond Station 13.2 Max left bank area : 9.20 m^2
Max right bank area : 16.38 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.64 m^2
Natural Cross-Section information for Channel L37
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 23.5 meters. Maximum Elevation : 95.83 meters.
Main Channel Length : 23.5 meters. Maximum depth : 3.60 meters.
Right Overbank Length : 23.5 meters. Maximum Section Area : 64.56 m^2.
Maximum hydraulic radius : 2.08 meters.
Manning N : 0.150 to Station 7.2 Max Topwidth : 29.14 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.10E+01 m
" " : 0.150 Beyond Station 18.1 Max left bank area : 15.49 m^2
Max right bank area : 14.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 34.81 m^2
Natural Cross-Section information for Channel L38
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 14.0 meters. Maximum Elevation : 94.05 meters.
Main Channel Length : 14.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 23.65 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.150 to Station 25.5 Max Topwidth : 22.36 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.28E+01 m
" " : 0.150 Beyond Station 34.8 Max left bank area : 7.14 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.61 m^2
Natural Cross-Section information for Channel L39
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 10.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 4.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 102.10 m^2.
Maximum hydraulic radius : 1.89 meters.
Manning N : 0.150 to Station 21.0 Max Topwidth : 53.20 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.40E+01 m
" " : 0.150 Beyond Station 35.5 Max left bank area : 31.77 m^2
Max right bank area : 18.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 52.07 m^2
Natural Cross-Section information for Channel L41
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 54.5 meters. Maximum Elevation : 93.53 meters.
Main Channel Length : 54.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 54.5 meters. Maximum Section Area : 27.51 m^2.
Maximum hydraulic radius : 1.05 meters.
Manning N : 0.150 to Station 22.2 Max Topwidth : 25.25 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.62E+01 m
" " : 0.150 Beyond Station 34.5 Max left bank area : 4.58 m^2
Max right bank area : 2.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.54 m^2
Natural Cross-Section information for Channel 4243
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 93.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 38.48 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.150 to Station 29.5 Max Topwidth : 37.34 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 3.77E+01 m
" " : 0.150 Beyond Station 36.0 Max left bank area : 19.72 m^2
Max right bank area : 7.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.38 m^2
Natural Cross-Section information for Channel 4344
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 50.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 36.14 m^2.
Maximum hydraulic radius : 1.12 meters.
Manning N : 0.100 to Station 30.0 Max Topwidth : 31.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 3.23E+01 m
" " : 0.150 Beyond Station 35.4 Max left bank area : 21.11 m^2
Max right bank area : 5.31 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.72 m^2
Natural Cross-Section information for Channel 6869
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 20.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 68.81 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.050 to Station 22.8 Max Topwidth : 63.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 6.37E+01 m
" " : 0.050 Beyond Station 41.8 Max left bank area : 7.78 m^2
Max right bank area : 22.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.29 m^2
Natural Cross-Section information for Channel 4445
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 33.0 meters. Maximum Elevation : 92.54 meters.
Main Channel Length : 33.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 45.62 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.080 to Station 4.6 Max Topwidth : 26.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 2.76E+01 m
" " : 0.100 Beyond Station 34.4 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.62 m^2
Natural Cross-Section information for Channel 4546
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 25.0 meters. Maximum Elevation : 91.88 meters.
Main Channel Length : 25.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 31.80 m^2.
Maximum hydraulic radius : 1.42 meters.
Manning N : 0.080 to Station 20.4 Max Topwidth : 21.43 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.24E+01 m
" " : 0.080 Beyond Station 24.1 Max left bank area : 21.27 m^2
Max right bank area : 2.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.00 m^2
Natural Cross-Section information for Channel 4647
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.21 m^2.
Maximum hydraulic radius : 1.28 meters.
Manning N : 0.080 to Station 11.2 Max Topwidth : 19.45 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.05E+01 m
" " : 0.080 Beyond Station 19.6 Max left bank area : 3.07 m^2
Max right bank area : 5.09 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.06 m^2
Natural Cross-Section information for Channel 4754
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 31.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 31.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 31.0 meters. Maximum Section Area : 43.02 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 21.5 Max Topwidth : 31.99 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.24E+01 m
" " : 0.050 Beyond Station 30.0 Max left bank area : 11.29 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.94 m^2
Natural Cross-Section information for Channel 4849
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 12.0 meters. Maximum Elevation : 92.61 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 29.93 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.060 to Station 21.7 Max Topwidth : 31.21 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.15E+01 m
" " : 0.060 Beyond Station 30.0 Max left bank area : 6.62 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.20 m^2
Natural Cross-Section information for Channel 5051
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 19.0 meters. Maximum Elevation : 92.23 meters.
Main Channel Length : 19.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 19.0 meters. Maximum Section Area : 23.25 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning N : 0.050 to Station 15.3 Max Topwidth : 23.25 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.40E+01 m
" " : 0.020 Beyond Station 26.9 Max left bank area : 4.31 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.70 m^2
Natural Cross-Section information for Channel 5253
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.71 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 23.17 m^2.
Maximum hydraulic radius : 0.89 meters.
Manning N : 0.060 to Station 11.6 Max Topwidth : 25.37 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 2.59E+01 m
" " : 0.050 Beyond Station 17.2 Max left bank area : 5.11 m^2
Max right bank area : 7.41 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.65 m^2
Natural Cross-Section information for Channel 5354
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 29.0 meters. Maximum Elevation : 91.85 meters.
Main Channel Length : 29.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 29.0 meters. Maximum Section Area : 71.49 m^2.
Maximum hydraulic radius : 1.96 meters.
Manning N : 0.050 to Station 10.2 Max Topwidth : 34.55 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.65E+01 m
" " : 0.050 Beyond Station 30.3 Max left bank area : 13.94 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 49.45 m^2
Natural Cross-Section information for Channel 5462
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 12.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5657
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 6.0 meters. Maximum Elevation : 99.93 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 11.80 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 29.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 3.06E+01 m
" " : 0.020 Beyond Station 29.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.77 m^2
Natural Cross-Section information for Channel 5758
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 50.0 meters. Maximum Elevation : 96.33 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 8.48 m^2.
Maximum hydraulic radius : 0.44 meters.
Manning N : 0.035 to Station 5.0 Max Topwidth : 19.25 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.94E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 0.52 m^2
Max right bank area : 0.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.42 m^2
Natural Cross-Section information for Channel 5859
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 18.0 meters. Maximum Elevation : 93.06 meters.
Main Channel Length : 18.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 8.33 m^2.
Maximum hydraulic radius : 0.50 meters.
Manning N : 0.080 to Station 6.1 Max Topwidth : 16.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 1.66E+01 m
" " : 0.080 Beyond Station 13.9 Max left bank area : 1.18 m^2
Max right bank area : 0.46 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.69 m^2
Natural Cross-Section information for Channel 5960
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 17.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 17.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 17.0 meters. Maximum Section Area : 10.75 m^2.
Maximum hydraulic radius : 0.70 meters.
Manning N : 0.060 to Station 8.1 Max Topwidth : 15.19 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.54E+01 m
" " : 0.060 Beyond Station 16.0 Max left bank area : 2.03 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.48 m^2
Natural Cross-Section information for Channel 6061
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 11.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 11.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 16.68 m^2.
Maximum hydraulic radius : 0.72 meters.
Manning N : 0.050 to Station 14.6 Max Topwidth : 22.60 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.32E+01 m
" " : 0.050 Beyond Station 26.5 Max left bank area : 1.86 m^2
Max right bank area : 3.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.29 m^2
Natural Cross-Section information for Channel 6162
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 30.0 meters. Maximum Elevation : 91.94 meters.
Main Channel Length : 30.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 17.83 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.100 to Station 8.0 Max Topwidth : 15.09 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.100 Beyond Station 11.3 Max left bank area : 9.45 m^2
Max right bank area : 3.19 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.20 m^2
Natural Cross-Section information for Channel 6465
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 32.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 32.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 32.0 meters. Maximum Section Area : 36.81 m^2.
Maximum hydraulic radius : 0.91 meters.
Manning N : 0.050 to Station 29.2 Max Topwidth : 39.74 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 4.06E+01 m
" " : 0.050 Beyond Station 42.4 Max left bank area : 7.10 m^2
Max right bank area : 5.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.97 m^2
Natural Cross-Section information for Channel 6566
=====================================================
Cross-Section ID (from X1 card) : 53.0 Channel sequence number : 53
Left Overbank Length : 35.0 meters. Maximum Elevation : 90.35 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 33.29 m^2.
Maximum hydraulic radius : 1.19 meters.
Manning N : 0.060 to Station 4.6 Max Topwidth : 26.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.060 Beyond Station 16.8 Max left bank area : 0.84 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 19.66 m^2
Natural Cross-Section information for Channel 6667
=====================================================
Cross-Section ID (from X1 card) : 54.0 Channel sequence number : 54
Left Overbank Length : 50.0 meters. Maximum Elevation : 90.01 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 63.57 m^2.
Maximum hydraulic radius : 1.27 meters.
Manning N : 0.100 to Station 24.2 Max Topwidth : 49.51 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.01E+01 m
" " : 0.100 Beyond Station 33.2 Max left bank area : 30.90 m^2
Max right bank area : 13.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.76 m^2
Natural Cross-Section information for Channel L595
=====================================================
Cross-Section ID (from X1 card) : 55.0 Channel sequence number : 55
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5556ova
=====================================================
Cross-Section ID (from X1 card) : 56.0 Channel sequence number : 56
Left Overbank Length : 16.0 meters. Maximum Elevation : 100.16 meters.
Main Channel Length : 16.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 2.16 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.37E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.47 m^2
Natural Cross-Section information for Channel 5663ova
=====================================================
Cross-Section ID (from X1 card) : 57.0 Channel sequence number : 57
Left Overbank Length : 83.0 meters. Maximum Elevation : 99.86 meters.
Main Channel Length : 83.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 83.0 meters. Maximum Section Area : 2.35 m^2.
Maximum hydraulic radius : 0.31 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.47E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.65 m^2
Natural Cross-Section information for Channel 6364ova
=====================================================
Cross-Section ID (from X1 card) : 58.0 Channel sequence number : 58
Left Overbank Length : 110.0 meters. Maximum Elevation : 91.50 meters.
Main Channel Length : 110.0 meters. Maximum depth : 1.80 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 17.80 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 0.1 Max Topwidth : 9.98 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.34E+01 m
" " : 0.050 Beyond Station 9.9 Max left bank area : 0.08 m^2
Max right bank area : 0.08 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.64 m^2
Natural Cross-Section information for Channel 6264ova
=====================================================
Cross-Section ID (from X1 card) : 59.0 Channel sequence number : 59
Left Overbank Length : 10.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 32.95 m^2.
Maximum hydraulic radius : 0.54 meters.
Manning N : 0.020 to Station 44.6 Max Topwidth : 60.87 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 6.09E+01 m
" " : 0.020 Beyond Station 55.0 Max left bank area : 17.69 m^2
Max right bank area : 7.05 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.22 m^2
Natural Cross-Section information for Channel 6768ova
=====================================================
Cross-Section ID (from X1 card) : 60.0 Channel sequence number : 60
Left Overbank Length : 10.0 meters. Maximum Elevation : 90.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.60 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.36 m^2.
Maximum hydraulic radius : 0.40 meters.
Manning N : 0.020 to Station 31.1 Max Topwidth : 45.35 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 4.54E+01 m
" " : 0.020 Beyond Station 41.8 Max left bank area : 5.22 m^2
Max right bank area : 6.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.37 m^2
Natural Cross-Section information for Channel 4950ova
=====================================================
Cross-Section ID (from X1 card) : 61.0 Channel sequence number : 61
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.53 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 4.47 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.020 to Station 19.5 Max Topwidth : 12.87 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.29E+01 m
" " : 0.050 Beyond Station 21.5 Max left bank area : 1.56 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.00 m^2
Natural Cross-Section information for Channel 5152ova
=====================================================
Cross-Section ID (from X1 card) : 62.0 Channel sequence number : 62
Left Overbank Length : 0.0 meters. Maximum Elevation : 91.53 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 0.0 meters. Maximum Section Area : 5.30 m^2.
Maximum hydraulic radius : 0.34 meters.
Manning N : 0.020 to Station 18.4 Max Topwidth : 15.44 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.55E+01 m
" " : 0.050 Beyond Station 20.4 Max left bank area : 1.83 m^2
Max right bank area : 2.47 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.00 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 L1 10.5000 Natural 12.7946 0.1500 15.5720 2.0000
2 L2 11.0000 Natural 14.7632 0.1500 16.1400 2.0000
3 L3 16.0000 Natural 15.5500 0.1500 19.3000 2.0000
4 L4 16.0000 Natural 13.9661 0.1500 13.6217 2.0000
5 L5 10.0000 Natural 15.9956 0.1500 15.6420 2.0000
6 L6 10.2000 Natural 17.1346 0.0350 17.6300 2.0000
7 L7 10.5000 Natural 28.4866 0.0350 22.0740 2.5000
8 L8 10.0000 Natural 31.4508 0.0350 22.8400 2.5000
9 L9 10.0000 Natural 18.6335 0.0750 31.8692 0.7500
10 L10 10.0000 Natural 34.0840 0.0750 27.7600 2.0000
11 L11 16.5000 Natural 24.3130 0.0350 23.4000 2.0000
12 L12 16.5000 Natural 27.2300 0.0350 22.0400 2.5000
13 L13 17.5000 Natural 25.5693 0.0350 33.6725 2.7500
14 L14 10.0000 Natural 13.8030 0.0750 26.8997 0.8000
15 L15 13.0000 Natural 22.9295 0.1000 22.8000 1.5000
16 L24 20.0000 Natural 26.1403 0.1000 18.8590 2.0000
17 L25 16.0000 Natural 33.6984 0.1000 20.6240 2.5000
18 L26 15.0000 Natural 32.1404 0.1000 16.4864 3.0000
19 L27 14.5000 Natural 59.5391 0.0500 28.9672 3.5000
20 L28 134.0000 Natural 59.2400 0.1000 54.4000 2.0000
21 L29 158.0000 Natural 50.0450 0.1000 50.7000 2.0000
22 L30 150.0000 Natural 48.6125 0.1000 42.7500 2.0000
23 L31 89.0000 Natural 44.7250 0.1000 41.5000 2.0000
24 L32 21.0000 Natural 10.1161 0.1250 16.7273 1.5000
25 L33 10.0000 Natural 16.4626 0.1500 34.0539 0.9000
26 L34 17.5000 Natural 35.8755 0.1250 24.9000 2.0000
27 L35 21.5000 Natural 63.0121 0.1250 37.4400 2.8000
28 L36 18.0000 Natural 83.8531 0.0450 37.2584 3.4000
29 W2637 10.0000 Natural 33.2189 0.1000 22.8010 2.0000
30 L37 23.5000 Natural 64.5551 0.0450 29.1404 3.6000
31 L38 14.0000 Natural 23.6525 0.0450 22.3600 2.0000
32 L39 10.0000 Natural 102.1000 0.1000 53.2000 4.0000
33 L41 54.5000 Natural 27.5142 0.1000 25.2470 2.0000
34 4243 60.0000 Natural 38.4834 0.0800 37.3371 2.0000
35 4344 50.0000 Natural 36.1351 0.0700 31.8345 2.0000
36 6869 20.0000 Natural 68.8075 0.1500 63.3000 2.8000
37 4445 33.0000 Natural 45.6166 0.0700 26.8298 2.5000
38 4546 25.0000 Natural 31.8041 0.0500 21.4302 2.5000
39 4647 20.0000 Natural 26.2146 0.0500 19.4487 2.5000
40 4754 31.0000 Natural 43.0242 0.0500 31.9892 2.5000
41 4849 12.0000 Natural 29.9272 0.0500 31.2122 2.0000
42 5051 19.0000 Natural 23.2471 0.0500 23.2480 2.0000
43 5253 20.0000 Natural 23.1711 0.0300 25.3746 2.0000
44 5354 29.0000 Natural 71.4872 0.0500 34.5500 2.5000
45 5462 12.0000 Natural 80.9524 0.0800 54.8133 2.5000
46 5657 6.0000 Natural 11.8046 0.0200 29.9699 0.4000
47 5758 50.0000 Natural 8.4766 0.0350 19.2488 0.5000
48 5859 18.0000 Natural 8.3270 0.0600 16.3043 1.0000
49 5960 17.0000 Natural 10.7492 0.0500 15.1869 1.0000
50 6061 11.0000 Natural 16.6826 0.0500 22.6016 1.0000
51 6162 30.0000 Natural 17.8324 0.0500 15.0872 2.0000
52 6465 32.0000 Natural 36.8073 0.0500 39.7362 2.4000
53 6566 35.0000 Natural 33.2935 0.0600 26.3003 2.4000
54 6667 50.0000 Natural 63.5716 0.0800 49.5077 2.4000
55 L595 6.0000 Natural 80.9524 0.0800 54.8133 2.5000
56 L598 6.0000 Rectangle 0.5400 0.0140 1.2000 0.4500
57 5556ova 16.0000 Natural 2.1643 0.0200 7.0117 0.5000
58 5556unda 16.0000 Circular 0.1104 0.0140 0.3750 0.3750
59 5663ova 83.0000 Natural 2.3506 0.0200 7.0119 0.5000
60 5663und 83.0000 Circular 0.1104 0.0140 0.3750 0.3750
61 6364ova 110.0000 Natural 17.8020 0.0500 9.9800 1.8000
62 6364und 110.0000 Circular 0.1590 0.0140 0.4500 0.4500
63 6264ova 10.0000 Natural 32.9482 0.0200 60.8685 0.8000
64 6264und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
65 6768ova 10.0000 Natural 18.3644 0.0200 45.3522 0.6000
66 6768und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
67 4950ova 6.0000 Natural 4.4704 0.0200 12.8740 0.5000
68 4950und 6.0000 Rectangle 1.3500 0.0120 3.0000 0.4500
69 5152ova 6.0000 Natural 5.3035 0.0200 15.4430 0.5000
70 5152und 6.0000 Rectangle 2.4750 0.0120 3.0000 0.8250
Total length of all conduits .... 2056.2000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
L598 1.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5556unda 1.0000 0.0000 0.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5663und 1.0000 0.5000 1.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6364und 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6264und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6768und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4950und 2.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5152und 2.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
L1 1.35 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L2 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L3 0.88
L4 0.99
L5 1.58 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L6 1.51 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L7 1.69 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L8 1.84 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L9 1.20 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L10 1.73 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L11 0.97
L12 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L13 0.78
L14 1.12 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L15 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L24 0.92
L25 1.25 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L26 1.46 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L27 1.55 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L28 0.12
L29 0.10
L30 0.11
L31 0.18
L32 0.58
L33 1.09 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L34 1.07 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L35 0.94
L36 1.30 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
W2637 1.89 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L37 0.99
L38 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L39 2.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L41 0.30
4243 0.26
4344 0.33
6869 0.82
4445 0.62
4546 0.76
4647 0.91
4754 0.59
4849 1.28 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5051 0.82
5253 0.75
5354 0.78
5462 1.59 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5657 1.64 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5758 0.21
5859 0.62
5960 0.77
6061 1.22 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6162 0.57
6465 0.47
6566 0.50
6667 0.35
L595 3.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L598 1.75 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5556ova 0.54
5556unda 0.60
5663ova 0.11
5663und 0.12
6364ova 0.19
6364und 0.10
6264ova 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6264und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6768ova 1.00
6768und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950ova 1.54 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950und 1.75 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5152ova 1.53 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5152und 2.37 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 6.6417E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...L39 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N1 110.0000 104.8300 102.8300 0.0000 0.0100 100.0000
2 N2 110.0000 103.7100 101.7100 0.0000 0.0100 100.0000
3 N3 110.0000 102.3800 100.3800 0.0000 0.0100 100.0000
4 N4 110.0000 101.4600 99.4600 0.0000 0.0100 100.0000
5 N5 110.0000 101.0400 99.0400 0.0000 0.1950 100.0000
6 N6 110.0000 100.8600 98.8600 0.0000 0.3740 100.0000
7 N7 110.0000 100.8300 98.3300 0.0000 0.9030 100.0000
8 N8 110.0000 100.3000 97.8000 0.0000 1.4320 100.0000
9 N9 110.0000 99.9700 97.3700 0.0000 1.8610 100.0000
10 N10 110.0000 100.7000 97.0000 0.0000 1.7100 100.0000
11 N11 110.0000 98.7000 96.7000 0.0000 0.4440 100.0000
12 N12 110.0000 98.6000 96.1000 0.0000 1.0430 100.0000
13 N13 110.0000 98.2500 95.5000 0.0000 1.6420 100.0000
14 N14 110.0000 97.9400 94.9500 0.0000 2.1910 100.0000
15 N15 110.0000 97.9300 94.4600 0.0000 0.0100 100.0000
16 N24 110.0000 96.0300 94.0300 0.0000 0.0100 100.0000
17 N25 110.0000 96.0900 93.5900 0.0000 0.0100 100.0000
18 N26 110.0000 95.8500 92.8500 0.0000 0.0100 100.0000
19 N27 110.0000 96.2400 92.7400 0.0000 0.0100 100.0000
20 N28 130.0000 122.5000 120.5000 0.0000 0.0100 100.0000
21 N29 120.0000 115.5000 113.5000 0.0000 0.0100 100.0000
22 N30 110.0000 107.5000 105.5000 0.0000 0.0100 100.0000
23 N31 110.0000 99.5000 97.5000 0.0000 0.0100 100.0000
24 N32 110.0000 96.8000 94.8000 0.0000 0.0100 100.0000
25 N33 110.0000 98.4100 97.5100 0.0000 0.0100 100.0000
26 N34 110.0000 98.0200 94.0700 0.0000 0.0100 100.0000
27 N35 110.0000 96.7700 93.9700 0.0000 0.0100 100.0000
28 N36 110.0000 96.3800 92.9800 0.0000 0.0100 100.0000
29 N37 110.0000 95.9100 92.3100 0.0000 0.0100 100.0000
30 N38 110.0000 95.6000 92.0000 0.0000 0.2100 100.0000
31 N39 110.0000 95.9800 91.9800 0.0000 0.2200 100.0000
32 N41 110.0000 96.1800 91.8800 0.0000 0.3100 100.0000
33 N42 110.0000 93.4800 91.4800 0.0000 0.0000 100.0000
34 N43 110.0000 92.6500 90.6500 0.0000 0.0000 100.0000
35 N44 110.0000 92.5000 90.0000 0.0000 0.0000 100.0000
36 N45 110.0000 92.2000 89.7000 0.0000 0.0000 100.0000
37 N69 110.0000 90.4800 87.6800 0.0000 0.0000 100.0000
38 N46 110.0000 91.8400 89.3400 0.0000 0.0000 100.0000
39 N47 100.0000 91.8200 89.3200 0.0000 0.0000 100.0000
40 N48 99.0000 92.5800 90.5800 0.0000 0.0000 100.0000
41 N49 99.0000 92.4100 90.3500 0.0000 0.0000 100.0000
42 N50 99.0000 92.3300 90.3300 0.0000 0.0000 100.0000
43 N51 99.0000 92.0700 89.9600 0.0000 0.0000 100.0000
44 N52 99.0000 91.9300 89.9300 0.0000 0.0000 100.0000
45 N53 99.0000 92.0300 89.5300 0.0000 0.0000 100.0000
46 N54 99.0000 91.7600 89.1800 0.0000 0.0000 100.0000
47 N55 110.0000 100.3500 98.9200 0.0000 0.0000 100.0000
48 N56 110.0000 99.9300 98.4000 0.0000 0.0000 100.0000
49 N57 110.0000 99.7300 99.2300 0.0000 0.0000 100.0000
50 N58 99.0000 93.4400 92.4400 0.0000 0.0000 100.0000
51 N59 99.0000 92.6000 91.6000 0.0000 0.0000 100.0000
52 N60 99.0000 92.1600 91.1600 0.0000 0.0000 100.0000
53 N61 99.0000 92.5000 90.5000 0.0000 0.0000 100.0000
54 N62 99.0000 91.4200 88.9200 0.0000 0.0000 100.0000
55 N63 99.0000 98.8000 95.7500 0.0000 0.0000 100.0000
56 N64 99.0000 91.7000 88.6300 0.0000 0.0000 100.0000
57 N65 99.0000 90.4800 88.0800 0.0000 0.0000 100.0000
58 N66 99.0000 90.1800 87.7800 0.0000 0.0000 100.0000
59 N67 99.0000 90.0100 87.6100 0.0000 0.0000 100.0000
60 N68 99.0000 90.6400 87.8400 0.0000 0.0000 100.0000
61 D1 110.0000 91.6800 88.7500 0.0000 0.0000 100.0000
62 N60.7 100.0000 91.7000 90.6000 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N1 -258138.4400 158442.2000 No Ponding Normal 0 0.0000
2 N2 -257535.0400 158056.4000 No Ponding Normal 0 0.0000
3 N3 -256737.3050 157774.9000 No Ponding Normal 0 0.0000
4 N4 -255855.7450 157411.1000 No Ponding Normal 0 0.0000
5 N5 -255565.3300 156526.7000 No Ponding Normal 0 0.0000
6 N6 -254993.6350 155868.8500 No Ponding Normal 0 0.0000
7 N7 -254219.4500 155466.0000 No Ponding Normal 0 0.0000
8 N8 -253506.3100 155120.4000 No Ponding Normal 0 0.0000
9 N9 -253005.0350 154930.9000 No Ponding Normal 0 0.0000
10 N10 -252278.6200 155323.5000 No Ponding Normal 0 0.0000
11 N11 -252027.9150 154446.1000 No Ponding Normal 0 0.0000
12 N12 -251376.9400 153954.7000 No Ponding Normal 0 0.0000
13 N13 -250809.7400 153415.1000 No Ponding Normal 0 0.0000
14 N14 -250231.6100 153129.4000 No Ponding Normal 0 0.0000
15 N15 -249536.9500 152980.9000 No Ponding Normal 0 0.0000
16 N24 -248716.0200 152809.4000 No Ponding Normal 0 0.0000
17 N25 -248132.6250 153708.1500 No Ponding Normal 0 0.0000
18 N26 -247569.7300 153701.1000 No Ponding Normal 0 0.0000
19 N27 -246784.5300 154401.3000 No Ponding Normal 0 0.0000
20 N28 -257770.8350 147129.0000 No Ponding Normal 0 0.0000
21 N29 -256212.6250 149106.3000 No Ponding Normal 0 0.0000
22 N30 -253986.6250 149415.1000 No Ponding Normal 0 0.0000
23 N31 -251698.8200 149536.1000 No Ponding Normal 0 0.0000
24 N32 -249151.1100 149881.9000 No Ponding Normal 0 0.0000
25 N33 -248842.3350 151533.9000 No Ponding Normal 0 0.0000
26 N34 -248292.9300 150843.3000 No Ponding Normal 0 0.0000
27 N35 -247792.8000 151663.0000 No Ponding Normal 0 0.0000
28 N36 -247595.8100 152396.1000 No Ponding Normal 0 0.0000
29 N37 -247216.2250 153067.1000 No Ponding Normal 0 0.0000
30 N38 -246297.8400 153826.1500 No Ponding Normal 0 0.0000
31 N39 -245579.7100 153644.9000 No Ponding Normal 0 0.0000
32 N41 -244611.7300 153590.4000 No Ponding Normal 0 0.0000
33 N42 -243718.7000 153503.4500 No Ponding Normal 0 0.0000
34 N43 -242833.0250 153724.2000 No Ponding Normal 0 0.0000
35 N44 -241914.6000 153679.7000 No Ponding Normal 0 0.0000
36 N45 -241168.7250 154005.2000 No Ponding Normal 0 0.0000
37 N69 -231669.0050 158957.7000 No Ponding Normal 0 0.0000
38 N46 -240715.8350 154799.3000 No Ponding Normal 0 0.0000
39 N47 -239515.1400 155239.9000 No Ponding Normal 0 0.0000
40 N48 -241203.2450 151001.1000 No Ponding Normal 0 0.0000
41 N49 -240513.7400 151691.7000 No Ponding Normal 0 0.0000
42 N50 -239943.1250 152179.8000 No Ponding Normal 0 0.0000
43 N51 -239182.3050 152929.9500 No Ponding Normal 0 0.0000
44 N52 -238694.8500 153465.8000 No Ponding Normal 0 0.0000
45 N53 -238243.1250 154418.3000 No Ponding Normal 0 0.0000
46 N54 -238148.0200 155537.5000 No Ponding Normal 0 0.0000
47 N55 -242047.3200 160216.9000 No Ponding Normal 0 0.0000
48 N56 -241286.5000 160193.0000 No Ponding Normal 0 0.0000
49 N57 -240585.1000 159359.6000 No Ponding Normal 0 0.0000
50 N58 -240157.1150 158526.1000 No Ponding Normal 0 0.0000
51 N59 -239420.0350 158145.1000 No Ponding Normal 0 0.0000
52 N60 -238766.2100 157883.1000 No Ponding Normal 0 0.0000
53 N61 -237648.7200 157406.9000 No Ponding Normal 0 0.0000
54 N62 -236935.4300 155882.8000 No Ponding Normal 0 0.0000
55 N63 -237803.2450 160276.4000 No Ponding Normal 0 0.0000
56 N64 -235948.7200 156025.7000 No Ponding Normal 0 0.0000
57 N65 -234783.7050 156311.5000 No Ponding Normal 0 0.0000
58 N66 -233999.0450 156918.7000 No Ponding Normal 0 0.0000
59 N67 -233285.8050 158633.3000 No Ponding Normal 0 0.0000
60 N68 -232560.6150 158776.1500 No Ponding Normal 0 0.0000
61 D1 -236495.5500 155990.0000 No Ponding Normal 0 0.0000
62 N60.7 -238231.2300 157680.7000 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 L1 N1 N2 102.8300 101.7100 No Design
2 L2 N2 N3 101.7100 100.3800 No Design
3 L3 N3 N4 100.3800 99.4600 No Design
4 L4 N4 N5 99.4600 99.0400 No Design
5 L5 N5 N6 99.0400 98.8600 No Design
6 L6 N6 N7 98.8600 98.3300 No Design
7 L7 N7 N8 98.3300 97.8000 No Design
8 L8 N8 N9 97.8000 97.3700 No Design
9 L9 N9 N10 99.2200 99.2100 No Design
10 L10 N10 N11 98.7000 96.7000 No Design
11 L11 N11 N12 96.7000 96.1000 No Design
12 L12 N12 N13 96.1000 95.5000 No Design
13 L13 N13 N14 95.5000 94.9500 No Design
14 L14 N14 N15 97.1400 97.1300 No Design
15 L15 N15 N24 94.4600 94.0300 No Design
16 L24 N24 N25 94.0300 93.5900 No Design
17 L25 N25 N26 93.5900 92.8500 No Design
18 L26 N26 N27 92.8500 92.7400 No Design
19 L27 N27 N38 92.7400 92.0000 No Design
20 L28 N28 N29 120.5000 113.5000 No Design
21 L29 N29 N30 113.5000 105.5000 No Design
22 L30 N30 N31 105.5000 97.5000 No Design
23 L31 N31 N32 97.5000 94.8000 No Design
24 L32 N32 N34 94.8000 94.0700 No Design
25 L33 N33 N34 97.5100 97.1200 No Design
26 L34 N34 N35 94.0700 93.9700 No Design
27 L35 N35 N36 93.9700 92.9800 No Design
28 L36 N36 N37 92.9800 92.3100 No Design
29 W2637 N26 N37 93.7200 93.6200 No Design
30 L37 N37 N38 92.3100 92.0000 No Design
31 L38 N38 N39 92.0000 91.9800 No Design
32 L39 N41 N39 92.1800 91.9800 No Design
33 L41 N41 N42 91.8800 91.4800 No Design
34 4243 N42 N43 91.4800 90.6500 No Design
35 Section 3
4344 N43 N44 90.6500 90.0000 No Design
36 6869 N68 N69 87.8400 87.6800 No Design
37 4445 N44 N45 90.0000 89.7000 No Design
38 4546 N45 N46 89.7000 89.3400 No Design
39 4647 N46 N47 89.3400 89.3200 No Design
40 4754 N47 N54 89.3200 89.1800 No Design
41 4849 N48 N49 90.5800 90.4100 No Design
42 5051 N50 N51 90.3300 90.0700 No Design
43 5253 N52 N53 89.9300 89.5300 No Design
44 5354 N53 N54 89.5300 89.2600 No Design
45 5462 N54 N62 89.2600 88.9200 No Design
46 5657 N56 N57 99.5300 99.2300 No Design
47 5758 N57 N58 99.2300 92.4400 No Design
48 5859 N58 N59 92.4400 91.6000 No Design
49 5960 N59 N60 91.6000 91.1600 No Design
50 6061 N60 N60.7 91.1600 90.7000 No Design
51 6162 N61 N62 90.5000 88.9200 No Design
52 6465 N64 N65 88.6300 88.0800 No Design
53 6566 N65 N66 88.0800 87.7800 No Design
54 6667 N66 N67 87.7800 87.6100 No Design
55 L595 N62 D1 88.9200 88.7500 No Design
56 L598 N60.7 N61 90.6000 90.5000 No Design
57 5556ova N55 N56 99.8500 99.4000 No Design
58 5556unda N55 N56 98.9200 98.4700 No Design
59 5663ova N56 N63 99.4000 98.0000 No Design
60 5663und N56 N63 98.4000 97.0000 No Design
61 6364ova N63 N64 97.0000 89.9000 No Design
62 6364und N63 N64 95.7500 88.6300 No Design
63 6264ova D1 N64 90.8800 90.8600 No Design
64 6264und D1 N64 88.7500 88.6300 No Design
65 6768ova N67 N68 89.4000 89.3800 No Design
66 6768und N67 N68 87.9600 87.8400 No Design
67 4950ova N49 N50 91.0400 91.0200 No Design
68 4950und N49 N50 90.3500 90.3300 No Design
69 5152ova N51 N52 91.0300 91.0250 No Design
70 5152und N51 N52 89.9600 89.9300 No Design
*==========================================*
| Storage Junction Data |
*==========================================*
MAXIMUM OR PEAK OR CROWN DEPTH
STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION STARTS
NUMBER OR NAME TYPE AREA (M2) (CUBIC MET.) (M) FROM
-------------- -------- ---------------- --------------- --------- -----------
N33 Stage/Area 1100.0000 967.7421 110.0000 Spill Crest
*==================================*
| Variable storage data for node |N33
*==================================*
Data Elevation Depth Area Volume
Point meters meters m^2 m^3
===== ========= ====== =========== ============
1 97.5100 0.0000 746.0000 0.0000
2 97.5713 0.0612 778.8750 46.6957
3 97.6325 0.1225 811.7500 95.4051
4 97.6938 0.1837 844.6250 146.1283
5 97.7550 0.2450 877.5000 198.8651
6 97.8163 0.3063 910.3750 253.6157
7 97.8775 0.3675 943.2500 310.3800
8 97.9387 0.4287 976.1250 369.1580
9 98.0000 0.4900 1009.0000 429.9497
10 98.0637 0.5537 1020.3750 494.6357
11 98.1275 0.6175 1031.7500 560.0468
12 98.1913 0.6813 1043.1250 626.1831
13 98.2550 0.7450 1054.5000 693.0446
14 98.3188 0.8087 1065.8750 760.6312
15 98.3825 0.8725 1077.2500 828.9430
16 98.4463 0.9363 1088.6250 897.9799
17 98.5100 1.0000 1100.0000 967.7421
18 110.0000 12.4900 1100.0000 967.7421
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N69 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N69 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
CHURCH STREET, POMONA
EXISTING CASE
Title from immediately preceding computational layer
CHURCH STREET, POMONA
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 27
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 101.56
#################################################
# Element numbers of interface inlet locations: #
#################################################
N48 N50 N52 N1 N4 N8 N13
N25 N28 N29 N30 N31 N32 N33
N36 N42 N44 N45 N47 N55 N56
N63 N64 N66 N58 N59 N61
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
L1 23.7900 0.1067
L2 31.3792 0.1209
L3 21.1637 0.0575
L4 14.8201 0.0262
L5 14.1212 0.0180
L6 107.6004 0.0520
L7 212.9831 0.0505
L8 226.7844 0.0430
L9 5.4768 0.0010
L10 230.8083 0.2000
L11 134.5580 0.0364
L12 167.9513 0.0364
L13 106.1819 0.0314
L14 3.7006 0.0010
L15 41.4767 0.0331
L24 46.8109 0.0220
L25 97.5504 0.0463
L26 39.8090 0.0073
L27 416.5903 0.0510
L28 142.9406 0.0522
L29 111.2914 0.0506
L30 121.4510 0.0533
L31 81.3908 0.0303
L32 10.6189 0.0348
L33 13.2107 0.0390
L34 27.1462 0.0057
L35 151.1332 0.0460
L36 604.2278 0.0372
W2637 41.0450 0.0100
L37 268.7941 0.0132
L38 20.3679 0.0014
L39 220.6626 0.0200
L41 24.3580 0.0073
4243 57.3946 0.0138
4344 63.4676 0.0130
6869 43.1813 0.0080
4445 86.8567 0.0091
4546 96.3889 0.0144
4647 19.5453 0.0010
4754 69.8137 0.0045
4849 68.7768 0.0142
5051 53.2734 0.0137
5253 101.3181 0.0200
5354 215.9379 0.0093
5462 217.9611 0.0283
5657 69.9273 0.0500
5758 51.4571 0.1358
5859 18.9395 0.0467
5960 27.1929 0.0259
6061 54.8120 0.0418
6162 84.2671 0.0527
6465 90.4168 0.0172
6566 57.6108 0.0086
6667 54.3218 0.0034
L595 217.9611 0.0283
L598 1.4897 0.0167
5556ova 8.0165 0.0281
5556unda 0.2730 0.0281
5663ova 7.0634 0.0169
5663und 0.2114 0.0169
6364ova 109.2892 0.0645
6364und 0.6735 0.0647
6264ova 48.9163 0.0020
6264und 3.2349 0.0133
6768ova 22.4678 0.0020
6768und 3.2349 0.0133
4950ova 6.3533 0.0033
4950und 2.1890 0.0033
5152ova 3.7458 0.0008
5152und 6.8731 0.0050
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.01 / 102.84 N2/ 0.01 / 101.72 N3/ 0.01 / 100.39
N4/ 0.01 / 99.47 N5/ 0.20 / 99.23 N6/ 0.37 / 99.23
N7/ 0.90 / 99.23 N8/ 1.43 / 99.23 N9/ 1.86 / 99.23
N10/ 1.71 / 98.71 N11/ 0.44 / 97.14 N12/ 1.04 / 97.14
N13/ 1.64 / 97.14 N14/ 2.19 / 97.14 N15/ 0.01 / 94.47
N24/ 0.01 / 94.04 N25/ 0.01 / 93.60 N26/ 0.01 / 92.86
N27/ 0.01 / 92.75 N28/ 0.01 / 120.51 N29/ 0.01 / 113.51
N30/ 0.01 / 105.51 N31/ 0.01 / 97.51 N32/ 0.01 / 94.81
N33/ 0.01 / 97.52 N34/ 0.01 / 94.08 N35/ 0.01 / 93.98
N36/ 0.01 / 92.99 N37/ 0.01 / 92.32 N38/ 0.21 / 92.21
N39/ 0.22 / 92.20 N41/ 0.31 / 92.19 N42/ 0.00 / 91.48
N43/ 0.00 / 90.65 N44/ 0.00 / 90.00 N45/ 0.00 / 89.70
N69/ 0.00 / 87.68 N46/ 0.00 / 89.34 N47/ 0.00 / 89.32
N48/ 0.00 / 90.58 N49/ 0.00 / 90.35 N50/ 0.00 / 90.33
N51/ 0.00 / 89.96 N52/ 0.00 / 89.93 N53/ 0.00 / 89.53
N54/ 0.00 / 89.18 N55/ 0.00 / 98.92 N56/ 0.00 / 98.40
N57/ 0.00 / 99.23 N58/ 0.00 / 92.44 N59/ 0.00 / 91.60
N60/ 0.00 / 91.16 N61/ 0.00 / 90.50 N62/ 0.00 / 88.92
N63/ 0.00 / 95.75 N64/ 0.00 / 88.63 N65/ 0.00 / 88.08
N66/ 0.00 / 87.78 N67/ 0.00 / 87.61 N68/ 0.00 / 87.84
D1/ 0.00 / 88.75 N60.7/ 0.00 / 90.60
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Cross Sectional Area
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.07 L5/ 0.52 L6/ 1.77
L7/ 6.44 L8/ 14.04 L9/ 0.01
L10/ 1.92 L11/ 3.74 L12/ 8.00
L13/ 10.11 L14/ 0.00 L15/ 0.05
L24/ 0.00 L25/ 0.01 L26/ 0.01
L27/ 0.16 L28/ 0.02 L29/ 0.03
L30/ 0.04 L31/ 0.01 L32/ 0.00
L33/ 0.00 L34/ 0.02 L35/ 0.00
L36/ 0.01 W2637/ 0.00 L37/ 0.16
L38/ 0.26 L39/ 0.39 L41/ 0.37
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Hydraulic Radius
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.04 L5/ 0.17 L6/ 0.29
L7/ 0.56 L8/ 0.81 L9/ 0.00
L10/ 0.17 L11/ 0.36 L12/ 0.64
L13/ 0.80 L14/ 0.00 L15/ 0.01
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.05 L28/ 0.01 L29/ 0.01
L30/ 0.01 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.05
L38/ 0.11 L39/ 0.07 L41/ 0.08
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Upstream/ Downstream Elevation
L1/ 102.84/ 101.72 L2/ 101.72/ 100.39 L3/ 100.39/ 99.47
L4/ 99.47/ 99.23 L5/ 99.23/ 99.23 L6/ 99.23/ 99.23
L7/ 99.23/ 99.23 L8/ 99.23/ 99.23 L9/ 99.23/ 99.21
L10/ 98.71/ 97.14 L11/ 97.14/ 97.14 L12/ 97.14/ 97.14
L13/ 97.14/ 97.14 L14/ 97.14/ 97.13 L15/ 94.47/ 94.04
L24/ 94.04/ 93.60 L25/ 93.60/ 92.86 L26/ 92.86/ 92.75
L27/ 92.75/ 92.21 L28/ 120.51/ 113.51 L29/ 113.51/ 105.51
L30/ 105.51/ 97.51 L31/ 97.51/ 94.81 L32/ 94.81/ 94.08
L33/ 97.52/ 97.12 L34/ 94.08/ 93.98 L35/ 93.98/ 92.99
L36/ 92.99/ 92.32 W2637/ 92.32/ 92.32 L37/ 92.32/ 92.21
L38/ 92.21/ 92.20 L39/ 92.19/ 92.20 L41/ 92.19/ 91.48
4243/ 90.65/ 90.65 4344/ 90.00/ 90.00 6869/ 87.68/ 87.68
4445/ 89.70/ 89.70 4546/ 89.34/ 89.34 4647/ 89.32/ 89.32
4754/ 89.18/ 89.18 4849/ 90.35/ 90.35 5051/ 89.96/ 89.96
5253/ 89.53/ 89.53 5354/ 89.18/ 89.18 5462/ 88.92/ 88.92
5657/ 99.23/ 99.23 5758/ 92.44/ 92.44 5859/ 91.60/ 91.60
5960/ 91.16/ 91.16 6061/ 90.60/ 90.60 6162/ 88.92/ 88.92
6465/ 88.08/ 88.08 6566/ 87.78/ 87.78 6667/ 87.61/ 87.61
L595/ 88.75/ 88.75 L598/ 90.50/ 90.50 5556ova/ 98.40/ 98.40
5556unda/ 98.40/ 98.40 5663ova/ 95.75/ 95.75 5663und/ 95.75/ 95.75
6364ova/ 88.63/ 88.63 6364und/ 88.63/ 88.63 6264ova/ 88.63/ 88.63
6264und/ 88.63/ 88.63 6768ova/ 87.84/ 87.84 6768und/ 87.84/ 87.84
4950ova/ 90.33/ 90.33 4950und/ 90.33/ 90.33 5152ova/ 89.93/ 89.93
5152und/ 89.93/ 89.93
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N1 16.5933 41.4832 795.0000
N2 17.4574 43.6434 0.0000
N3 50.0000 50.0000 0.0000
N4 40.8644 50.0000 0.0000
N5 48.7082 50.0000 0.0000
N6 50.0000 50.0000 0.0000
N7 50.0000 50.0000 0.0000
N8 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N11 31.0484 50.0000 0.0000
N12 35.9849 50.0000 0.0000
N13 43.8993 50.0000 0.0000
N14 34.3843 50.0000 0.0000
N15 6.6497 16.6243 0.0000
N24 18.9588 47.3971 0.0000
N25 33.6431 50.0000 0.0000
N26 26.1826 50.0000 0.0000
N27 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N32 31.0461 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 30.0269 50.0000 0.0000
N35 32.0213 50.0000 0.0000
N36 37.4828 50.0000 0.0000
N37 32.3753 50.0000 0.0000
N38 28.8516 50.0000 0.0000
N39 42.0159 50.0000 0.0000
N41 23.3992 50.0000 0.0000
N42 20.5602 50.0000 0.0000
N43 30.3784 50.0000 0.0000
N44 46.2140 50.0000 0.0000
N45 40.3122 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 20.8365 50.0000 0.0000
N47 24.2658 50.0000 0.0000
N48 50.0000 50.0000 0.0000
N49 32.9738 50.0000 0.0000
N50 38.1891 50.0000 0.0000
N51 18.2105 45.5263 0.0000
N52 20.4648 50.0000 0.0000
N53 16.1338 40.3345 0.0000
N54 32.4582 50.0000 0.0000
N55 0.5805 1.4511 19160.0000
N56 1.1172 2.7930 15.0000
N57 50.0000 50.0000 0.0000
N58 50.0000 50.0000 0.0000
N59 50.0000 50.0000 0.0000
N60 50.0000 50.0000 0.0000
N61 40.8293 50.0000 0.0000
N62 32.9813 50.0000 0.0000
N63 0.7540 1.8850 1630.0000
N64 22.6160 50.0000 0.0000
N65 33.8314 50.0000 0.0000
N66 26.9138 50.0000 0.0000
N67 14.0768 35.1920 0.0000
N68 10.6410 26.6026 0.0000
D1 10.5634 26.4085 0.0000
N60.7 25.3104 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 3.8261 3.8261 10.6610 0.0833 0.0060 0.0885 Normal Soln
L2 4.1786 4.1786 12.6109 0.0000 0.0076 0.0654 Normal Soln
L3 6.3196 6.3196 28.7979 0.0000 0.0082 0.0960 Normal Soln
L4 5.7605 5.7605 24.5678 0.0000 0.0099 0.2646 Normal Soln
L5 3.5865 3.5865 14.5363 0.0000 0.0085 0.3169 Normal Soln
L6 3.7814 3.7814 20.1937 0.0000 0.0128 0.0919 Normal Soln
L7 3.5740 3.5740 50.0000 4.5833 0.0156 0.0606 Normal Soln
L8 3.0426 3.0426 50.0000 214.9167 0.0242 0.0870 Normal Soln
L9 5.6381 5.6381 21.7261 0.0000 0.0094 0.8253 Normal Soln
L10 3.9875 3.9875 25.5591 2.8333 0.0132 0.0193 Normal Soln
L11 6.0314 6.0314 50.0000 0.0000 0.0621 0.0555 Normal Soln
L12 5.1980 5.1980 50.0000 0.0000 0.0903 0.0703 Normal Soln
L13 5.7402 5.7402 50.0000 0.0000 0.0950 0.1270 Normal Soln
L14 4.2954 4.2954 14.0802 0.0000 0.0678 1.6885 Normal Soln
L15 5.1514 5.1514 22.7514 0.0000 0.0688 0.1454 Normal Soln
L24 7.8068 7.8068 27.1012 0.0000 0.0497 0.1274 Normal Soln
L25 5.5317 5.5317 23.7057 0.0000 0.0460 0.0788 Normal Soln
L26 4.5939 4.5939 14.4207 0.0000 0.0325 0.1924 Normal Soln
L27 4.7051 4.7051 16.8007 0.0000 0.0437 0.0184 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0048 0.0127 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0054 0.0324 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0096 0.0383 Normal Soln
L31 37.2347 37.2347 50.0000 0.0000 0.0169 0.0820 Normal Soln
L32 6.7149 6.7149 22.0352 0.0000 0.0104 0.6638 Normal Soln
L33 6.7134 6.7134 26.9256 0.0000 0.0033 0.0654 Normal Soln
L34 6.6943 6.6943 50.0000 0.0000 0.0149 0.2792 Normal Soln
L35 9.1846 9.1846 29.2774 0.0000 0.0194 0.0500 Normal Soln
L36 6.2598 6.2598 12.3879 0.0000 0.0173 0.0129 Normal Soln
W2637 12.9040 12.9040 50.0000 0.0000 0.0003 0.0007 Normal Soln
L37 8.1197 8.1197 40.7586 0.0000 0.0154 0.0295 Normal Soln
L38 4.3411 4.3411 16.0097 0.0000 0.0408 0.7241 Normal Soln
L39 3.0390 3.0390 12.3672 0.0000 -0.0403 0.0667 Normal Soln
L41 16.3222 16.3222 50.0000 0.0000 0.0335 0.6015 Normal Soln
4243 21.4354 21.4354 50.0000 0.0000 0.0289 0.2632 Normal Soln
4344 17.2802 17.2802 50.0000 0.0000 0.0271 0.2373 Normal Soln
6869 5.8484 5.8484 37.7926 0.0000 0.0138 0.3581 Normal Soln
4445 10.2039 10.2039 50.0000 0.0000 0.0326 0.1702 Normal Soln
4546 7.6673 7.6673 23.8325 0.0000 -0.3649 0.1516 Normal Soln
4647 5.5666 5.5666 19.6049 0.0000 0.0375 0.7287 Normal Soln
4754 9.2518 9.2518 36.1337 0.0000 -0.0717 0.2209 Normal Soln
4849 5.2275 5.2275 13.0625 0.0000 0.0064 0.0395 Normal Soln
5051 7.3274 7.3274 19.2201 0.0000 -0.0081 0.0849 Normal Soln
5253 6.8624 6.8624 12.6295 0.0000 -0.0211 0.0663 Normal Soln
5354 8.2589 8.2589 50.0000 0.0000 -0.0334 0.0597 Normal Soln
5462 3.1641 3.1641 43.8765 0.0000 0.0508 0.1869 Normal Soln
5657 8.1921 8.1921 14.8508 0.0000 0.0016 0.0029 Normal Soln
5758 47.6849 47.6849 50.0000 0.0000 0.0019 0.0034 Normal Soln
5859 9.8766 9.8766 24.8003 0.0000 0.0033 0.0432 Normal Soln
5960 10.3669 10.3669 24.9470 0.0000 0.0025 0.0382 Normal Soln
6061 7.3065 7.3065 30.9784 0.0000 0.0032 0.0191 Normal Soln
6162 9.2372 9.2372 22.2208 0.0000 -0.0100 0.0244 Normal Soln
6465 9.8602 9.8602 34.1279 0.0000 0.0297 0.1667 Normal Soln
6566 10.1477 10.1477 48.3559 0.0000 0.0307 0.2627 Normal Soln
6667 14.5331 14.5331 50.0000 0.0000 0.0210 0.3158 Normal Soln
L595 1.5787 1.5787 42.4387 0.0000 0.0741 0.3911 Normal Soln
L598 1.9658 1.9658 6.5818 10.1667 -0.0029 0.8101 Normal Soln
5556ova 7.0106 7.0106 11.1481 0.0000 0.0029 0.0669 Normal Soln
5556unda 3.0641 3.0641 8.1273 0.0000 -0.0088 2.0526 Normal Soln
5663ova 41.3478 41.3478 50.0000 0.0000 0.0021 0.0935 Normal Soln
5663und 15.0896 15.0896 38.5102 0.0000 0.0043 2.2776 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0029 0.0057 Normal Soln
6364und 14.7453 14.7453 28.2349 0.0000 -0.0462 5.4153 Normal Soln
6264ova 8.7119 8.7119 22.8497 0.0000 0.0021 0.0162 Normal Soln
6264und 1.1054 1.1054 2.5876 55.6667 0.0081 2.0187 Normal Soln
6768ova 4.4664 4.4664 10.0257 0.0000 0.0152 0.4069 Normal Soln
6768und 1.4937 1.4937 4.1921 71.7500 0.0055 1.5443 Normal Soln
4950ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4950und 2.2236 2.2236 8.8029 0.0000 -0.0033 0.8781 Normal Soln
5152ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5152und 1.8058 1.8058 6.5425 0.0000 -0.0063 0.5301 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...................................4546
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.02 / 102.85/ N2/ 0.02 / 101.73/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.58 / 97.28/ N12/ 1.18 / 97.28/
N13/ 1.78 / 97.28/ N14/ 2.33 / 97.28/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.08 / 97.58/ N32/ 0.15 / 94.95/
N33/ 0.01 / 97.52/ N34/ 0.07 / 94.14/ N35/ 0.14 / 94.11/
N36/ 0.06 / 93.04/ N37/ 0.06 / 92.37/ N38/ 0.20 / 92.20/
N39/ 0.22 / 92.20/ N41/ 0.12 / 92.00/ N42/ 0.11 / 91.59/
N43/ 0.12 / 90.77/ N44/ 0.09 / 90.09/ N45/ 0.13 / 89.83/
N69/ 0.09 / 87.77/ N46/ 0.14 / 89.48/ N47/ 0.14 / 89.46/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.35/ N50/ 0.00 / 90.33/
N51/ 0.00 / 89.96/ N52/ 0.01 / 89.94/ N53/ 0.00 / 89.53/
N54/ 0.10 / 89.28/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.01 / 90.51/ N62/ 0.02 / 88.94/
N63/ 0.00 / 95.75/ N64/ 0.14 / 88.77/ N65/ 0.11 / 88.19/
N66/ 0.22 / 88.00/ N67/ 0.38 / 87.99/ N68/ 0.10 / 87.94/
D1/ 0.03 / 88.78/ N60.7/ 0.00 / 90.60/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.00*/ L26/ 0.01 /
L27/ 0.01*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02 / 4344/ 0.02 / 6869/ 0.03 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.00*/ 5462/ 0.02*/
5657/ 0.00*/ 5758/ 0.00*/ 5859/ 0.00*/
5960/ 0.00*/ 6061/ 0.00 / 6162/ 0.00*/
6465/ 0.02 / 6566/ 0.02 / 6667/ 0.03 /
L595/ 0.02*/ L598/ 0.00*/ 5556ova/ 0.00*/
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.00*/ 6264ova/ 0.00 /
6264und/ 0.02 / 6768ova/ 0.00 / 6768und/ 0.03 /
4950ova/ 0.00 / 4950und/ 0.00 / 5152ova/ 0.00 /
5152und/ 0.00*/ FREE # 1/ 0.03 /
Conduit/ Velocity
L1/ 0.10 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.16 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.08 / L26/ 0.09 /
L27/ 0.03 / L28/ 0.07 / L29/ 0.04 /
L30/ 0.05 / L31/ 0.09 / L32/ 0.22 /
L33/ 0.02 / L34/ 0.05 / L35/ 0.24 /
L36/ 0.39 / W2637/ 0.00 / L37/ 0.08 /
L38/ 0.08 / L39/ -0.05 / L41/ 0.14 /
4243/ 0.21 / 4344/ 0.24 / 6869/ 0.11 /
4445/ 0.12 / 4546/ 0.38 / 4647/ 0.11 /
4754/ 0.23 / 4849/ 0.06 / 5051/ 0.04 /
5253/ 0.09 / 5354/ 0.01 / 5462/ 0.11 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.02 /
5960/ 0.02 / 6061/ 0.02 / 6162/ 0.04 /
6465/ 0.41 / 6566/ 0.22 / 6667/ 0.04 /
L595/ 0.07 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.30 / 5663ova/ 0.00 / 5663und/ 0.28 /
6364ova/ 0.00 / 6364und/ 0.01 / 6264ova/ 0.00 /
6264und/ 0.32 / 6768ova/ 0.00 / 6768und/ 0.53 /
4950ova/ 0.00 / 4950und/ 0.05 / 5152ova/ 0.00 /
5152und/ 0.03 /
Conduit/ Width
L1/ 0.09 / L2/ 0.11 / L3/ 0.15 /
L4/ 0.86 / L5/ 2.87 / L6/ 5.14 /
L7/ 10.78 / L8/ 16.94 / L9/ 2.03 /
L10/ 5.88 / L11/ 10.48 / L12/ 12.65 /
L13/ 13.26 / L14/ 0.48 / L15/ 4.27 /
L24/ 0.96 / L25/ 1.27 / L26/ 0.96 /
L27/ 1.42 / L28/ 0.21 / L29/ 0.48 /
L30/ 2.47 / L31/ 2.16 / L32/ 0.87 /
L33/ 0.07 / L34/ 4.36 / L35/ 0.74 /
L36/ 0.50 / W2637/ 0.01 / L37/ 1.72 /
L38/ 2.25 / L39/ 2.37 / L41/ 2.00 /
4243/ 1.48 / 4344/ 1.45 / 6869/ 2.56 /
4445/ 2.55 / 4546/ 0.75 / 4647/ 2.37 /
4754/ 1.47 / 4849/ 0.24 / 5051/ 0.21 /
5253/ 0.18 / 5354/ 1.39 / 5462/ 2.85 /
5657/ 0.16 / 5758/ 0.25 / 5859/ 0.07 /
5960/ 0.11 / 6061/ 0.13 / 6162/ 0.04 /
6465/ 0.84 / 6566/ 1.18 / 6667/ 4.21 /
L595/ 4.25 / L598/ 1.20 / 5556ova/ 0.01 /
5556unda/ 0.15 / 5663ova/ 0.03 / 5663und/ 0.15 /
6364ova/ 0.01 / 6364und/ 0.28 / 6264ova/ 0.02 /
6264und/ 0.56 / 6768ova/ 0.12 / 6768und/ 0.52 /
4950ova/ 0.00 / 4950und/ 3.00 / 5152ova/ 0.00 /
5152und/ 3.00 /
Junction/ EGL
N1/ 0.02 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.58 / N12/ 1.18 /
N13/ 1.78 / N14/ 2.33 / N15/ 2.73 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.08 / N32/ 0.15 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.14 /
N36/ 0.06 / N37/ 0.06 / N38/ 0.20 /
N39/ 0.22 / N41/ 0.12 / N42/ 0.11 /
N43/ 0.13 / N44/ 0.09 / N45/ 0.13 /
N69/ 0.09 / N46/ 0.15 / N47/ 0.14 /
N48/ 0.01 / N49/ 0.06 / N50/ 0.00 /
N51/ 0.11 / N52/ 0.01 / N53/ 0.00 /
N54/ 0.10 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.01 / N62/ 0.02 /
N63/ 1.26 / N64/ 0.14 / N65/ 0.12 /
N66/ 0.22 / N67/ 0.38 / N68/ 0.11 /
D1/ 0.03 / N60.7/ 0.10 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.27 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.72 / N12/ 12.72 /
N13/ 12.72 / N14/ 12.72 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.42 / N32/ 15.05 /
N33/ 12.48 / N34/ 15.86 / N35/ 15.89 /
N36/ 16.96 / N37/ 17.63 / N38/ 17.80 /
N39/ 17.80 / N41/ 18.00 / N42/ 18.41 /
N43/ 19.23 / N44/ 19.91 / N45/ 20.17 /
N69/ 22.23 / N46/ 20.52 / N47/ 10.54 /
N48/ 8.41 / N49/ 8.65 / N50/ 8.67 /
N51/ 9.04 / N52/ 9.06 / N53/ 9.47 /
N54/ 9.72 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.49 / N62/ 10.06 /
N63/ 3.25 / N64/ 10.23 / N65/ 10.81 /
N66/ 11.00 / N67/ 11.01 / N68/ 11.06 /
D1/ 21.22 / N60.7/ 9.40 /
Junction/ Max Volume
N1/ 0.75 / N2/ 0.59 / N3/ 0.68 /
N4/ 0.90 / N5/ 0.86 / N6/ 0.69 /
N7/ 1.23 / N8/ 1.77 / N9/ 2.20 /
N10/ 1.87 / N11/ 0.91 / N12/ 1.51 /
N13/ 2.12 / N14/ 2.67 / N15/ 0.44 /
N24/ 0.64 / N25/ 0.58 / N26/ 0.95 /
N27/ 0.55 / N28/ 0.31 / N29/ 0.40 /
N30/ 0.40 / N31/ 0.69 / N32/ 1.03 /
N33/ 0.36 / N34/ 0.90 / N35/ 0.92 /
N36/ 0.69 / N37/ 0.91 / N38/ 1.20 /
N39/ 1.16 / N41/ 1.14 / N42/ 1.17 /
N43/ 1.07 / N44/ 1.05 / N45/ 1.32 /
N69/ 1.54 / N46/ 1.65 / N47/ 1.65 /
N48/ 0.40 / N49/ 0.62 / N50/ 0.64 /
N51/ 1.01 / N52/ 1.04 / N53/ 1.44 /
N54/ 1.79 / N55/ 1.08 / N56/ 1.14 /
N57/ 0.01 / N58/ 0.14 / N59/ 0.17 /
N60/ 0.11 / N61/ 0.47 / N62/ 2.05 /
N63/ 1.31 / N64/ 1.09 / N65/ 1.60 /
N66/ 1.88 / N67/ 2.04 / N68/ 1.54 /
D1/ 2.22 / N60.7/ 0.44 /
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/ 11.82 / 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/ 0.13 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.28 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.24 / L39/ 0.37 / L41/ 0.14 /
4243/ 0.09 / 4344/ 0.09 / 6869/ 0.24 /
4445/ 0.18 / 4546/ 0.06 / 4647/ 0.19 /
4754/ 0.10 / 4849/ 0.01 / 5051/ 0.02 /
5253/ 0.01 / 5354/ 0.12 / 5462/ 0.21 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.06 / 6566/ 0.11 / 6667/ 0.68 /
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/ 0.02 /
4950ova/ 0.00 / 4950und/ 0.01 / 5152ova/ 0.00 /
5152und/ 0.01 /
Conduit/ Final Volume
L1/ 0.04 / L2/ 0.05 / L3/ 0.09 /
L4/ 1.35 / L5/ 5.65 / L6/ 18.88 /
L7/ 69.63 / L8/ 143.54 / L9/ 0.30 /
L10/ 26.17 / L11/ 83.12 / L12/ 158.99 /
L13/ 206.92 / L14/ 0.29 / L15/ 4.10 /
L24/ 0.78 / L25/ 1.02 / L26/ 0.86 /
L27/ 2.19 / L28/ 1.89 / L29/ 5.53 /
L30/ 27.91 / L31/ 11.90 / L32/ 1.19 /
L33/ 0.01 / L34/ 4.95 / L35/ 1.18 /
L36/ 0.61 / W2637/ 0.00 / L37/ 4.10 /
L38/ 3.36 / L39/ 3.67 / L41/ 7.55 /
4243/ 5.67 / 4344/ 4.37 / 6869/ 4.75 /
4445/ 5.82 / 4546/ 1.43 / 4647/ 3.84 /
4754/ 3.07 / 4849/ 0.13 / 5051/ 0.31 /
5253/ 0.17 / 5354/ 3.38 / 5462/ 2.55 /
5657/ 0.00 / 5758/ 0.19 / 5859/ 0.04 /
5960/ 0.05 / 6061/ 0.03 / 6162/ 0.05 /
6465/ 1.89 / 6566/ 3.87 / 6667/ 33.75 /
L595/ 1.90 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.01 / 5663ova/ 0.00 / 5663und/ 0.06 /
6364ova/ 0.00 / 6364und/ 2.11 / 6264ova/ 0.00 /
6264und/ 0.66 / 6768ova/ 0.00 / 6768und/ 0.45 /
4950ova/ 0.00 / 4950und/ 0.08 / 5152ova/ 0.00 /
5152und/ 0.12 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.30 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.05 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.03 /
L27/ 0.05 / L28/ 0.01 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.06 / 4344/ 0.05 / 6869/ 0.08 /
4445/ 0.06 / 4546/ 0.06 / 4647/ 0.07 /
4754/ 0.06 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.01 / 5462/ 0.01 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.06 / 6566/ 0.08 / 6667/ 0.15 /
L595/ 0.02 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.01 /
6364ova/ 0.00 / 6364und/ 0.04 / 6264ova/ 0.00 /
6264und/ 0.05 / 6768ova/ 0.00 / 6768und/ 0.04 /
4950ova/ 0.00 / 4950und/ 0.00 / 5152ova/ 0.00 /
5152und/ 0.00 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.73 L2/ 101.73/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.28 L11/ 97.28/ 97.28 L12/ 97.28/ 97.28/
L13/ 97.28/ 97.28 L14/ 97.28/ 97.19 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.58 L31/ 97.58/ 94.95 L32/ 94.95/ 94.14/
L33/ 97.52/ 97.12 L34/ 94.14/ 94.11 L35/ 94.11/ 93.04/
L36/ 93.04/ 92.37 W2637/ 92.37/ 92.37 L37/ 92.37/ 92.20/
L38/ 92.20/ 92.20 L39/ 92.19/ 92.20 L41/ 92.00/ 91.59/
4243/ 91.59/ 90.77 4344/ 90.77/ 90.09 6869/ 87.94/ 87.77/
4445/ 90.09/ 89.83 4546/ 89.83/ 89.48 4647/ 89.48/ 89.46/
4754/ 89.46/ 89.28 4849/ 90.59/ 90.41 5051/ 90.33/ 90.07/
5253/ 89.94/ 89.53 5354/ 89.53/ 89.28 5462/ 89.28/ 88.94/
5657/ 99.23/ 99.23 5758/ 99.23/ 92.44 5859/ 92.44/ 91.60/
5960/ 91.60/ 91.16 6061/ 91.16/ 90.70 6162/ 90.51/ 88.94/
6465/ 88.77/ 88.19 6566/ 88.19/ 88.00 6667/ 88.00/ 87.99/
L595/ 88.94/ 88.78 L598/ 90.60/ 90.51 5556ova/ 98.41/ 98.41/
5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75 5663und/ 98.41/ 97.00/
6364ova/ 88.77/ 88.77 6364und/ 95.75/ 88.77 6264ova/ 88.77/ 88.77/
6264und/ 88.78/ 88.77 6768ova/ 87.94/ 87.94 6768und/ 87.99/ 87.94/
4950ova/ 90.33/ 90.33 4950und/ 90.35/ 90.33 5152ova/ 89.94/ 89.94/
5152und/ 89.96/ 89.94
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 11938
Total number of time steps during simulation.... 11019
Ratio of actual # of time steps / NTCYC......... 2.551
Average number of iterations per time step...... 1.083
Average time step size(seconds)................ 1.960
Smallest time step size(seconds)................ 0.556
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 2.916
Average minimum implicit time step (sec)........ 2.586
Average minimum junction time step (sec)........ 2.586
Average Courant Factor Tf....................... 2.586
Number of times omega reduced................... 176
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N1 0 1.10 12148 0 6 0 0 0
N2 0 1.12 12316 0 12 1 0 0
N3 0 1.11 12181 0 8 0 0 0
N4 0 1.13 12406 0 6 0 0 0
N5 0 1.24 13614 0 12 1 0 0
N6 0 1.53 16867 0 11 2 0 0
N7 0 2.26 24858 0 14 9 0 0
N8 0 3.00 33110 117 18 57 0 0
N9 0 2.40 26434 0 13 36 0 0
N10 0 1.12 12321 0 7 0 0 0
N11 0 1.67 18374 0 31 2 1 0
N12 0 2.45 26976 1 27 1 1 0
N13 0 2.81 30998 0 9 0 0 0
N14 0 2.25 24779 0 10 1 0 0
N15 0 1.10 12114 0 7 0 0 0
N24 0 1.11 12238 0 14 1 0 0
N25 0 1.11 12181 0 6 0 0 0
N26 0 1.18 12984 0 10 1 0 0
N27 0 1.14 12554 0 7 0 0 0
N28 0 1.07 11794 0 5 0 0 0
N29 0 1.11 12251 1 13 1 0 0
N30 0 1.15 12642 0 14 1 0 0
N31 0 1.10 12068 0 15 2 0 0
N32 0 1.12 12308 0 7 0 0 0
N33 0 1.10 12107 0 6 0 0 0
N34 0 1.17 12859 0 7 0 0 0
N35 0 1.24 13629 0 6 0 0 0
N36 0 1.13 12428 0 6 0 0 0
N37 0 1.15 12650 0 7 0 0 0
N38 0 1.21 13314 0 19 1 0 0
N39 0 1.15 12709 0 9 0 0 0
N41 0 1.19 13129 1 9 0 0 0
N42 0 1.18 13028 2 18 1 0 0
N43 0 1.18 13041 0 7 0 0 0
N44 0 1.17 12923 0 6 0 0 0
N45 0 1.16 12732 0 5 0 0 0
N69 0 1.27 13997 4 8 0 0 0
N46 0 1.18 13045 0 6 0 0 0
N47 0 1.18 13047 0 6 0 0 0
N48 0 1.11 12186 0 6 0 0 0
N49 0 1.33 14626 0 7 0 0 0
N50 0 1.36 15018 0 6 0 0 0
N51 0 1.59 17570 0 8 0 0 0
N52 0 1.59 17478 0 7 0 0 0
N53 0 1.89 20868 0 6 0 0 0
N54 0 2.02 22252 0 6 0 0 0
N55 0 1.13 12470 0 6 0 0 0
N56 0 1.23 13525 4 10 1 0 0
N57 0 1.05 11565 0 5 0 0 0
N58 0 1.07 11824 0 30 1 1 0
N59 0 1.09 11980 0 7 0 0 0
N60 0 1.09 12042 0 7 0 0 0
N61 0 1.19 13121 0 6 0 0 0
N62 0 2.38 26245 0 16 1 0 0
N63 0 1.36 15017 14 50 70 1 1
N64 0 1.29 14257 0 21 35 0 0
N65 0 1.16 12811 0 6 0 0 0
N66 0 1.25 13788 0 6 0 0 0
N67 0 1.36 14944 0 8 0 0 0
N68 0 1.27 14014 0 7 0 0 0
D1 0 2.10 23115 32 8 0 0 0
N60.7 0 1.15 12713 0 11 1 0 0
Total number of iterations for all junctions.. 948583
Minimum number of possible iterations......... 683178
Efficiency of the simulation.................. 1.39
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 103.5824 0 25 0.0000 6.4176 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.3015 0 25 0.0000 7.6985 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.0572 0 25 0.0000 8.9428 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.3635 0 25 0.0000 9.6365 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.9015 0 25 0.0000 10.0985 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5549 0 25 0.0000 10.4451 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5649 0 25 0.0000 10.4351 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5664 0 26 0.0000 10.4336 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5665 0 26 0.0000 10.4335 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8694 0 26 0.0000 11.1306 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6131 0 25 0.0000 12.3869 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6149 0 25 0.0000 12.3851 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6154 0 25 0.0000 12.3846 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6162 0 25 0.0000 12.3838 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.8964 0 26 0.0000 15.1036 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.6674 0 26 0.0000 15.3326 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.1740 0 26 0.0000 15.8260 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.8048 0 26 0.0000 16.1952 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.2870 0 26 0.0000 16.7130 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8118 0 26 0.0000 9.1882 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.8971 0 26 0.0000 6.1029 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.9049 0 30 0.0000 4.0951 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.1861 0 30 0.0000 11.8139 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.8323 0 32 0.0000 14.1677 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8679 0 25 0.0000 12.1321 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.9698 0 32 0.0000 15.0302 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.8931 0 32 0.0000 15.1069 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6701 0 32 0.0000 16.3299 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.2231 0 28 0.0000 16.7769 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.2049 0 28 0.0000 16.7951 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.1408 0 29 0.0000 16.8592 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.0181 0 29 0.0000 16.9819 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.6471 0 30 0.0000 17.3529 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.7209 0 31 0.0000 18.2791 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.0452 0 43 0.0000 18.9548 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 91.0159 0 44 0.0000 18.9841 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.2204 0 46 0.0000 20.7796 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.9869 0 44 0.0000 19.0131 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.9737 0 45 0.0000 9.0263 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.9782 0 45 0.0000 8.0218 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.4100 90.9738 0 45 0.0000 8.0262 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.3300 90.9709 0 45 0.0000 8.0291 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.9703 0 45 0.0000 8.0297 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.9689 0 45 0.0000 8.0311 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.9688 0 45 0.0000 8.0312 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.9689 0 45 0.0000 8.0311 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 99.9993 0 25 0.0000 10.0007 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5412 0 25 0.0000 10.4588 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2447 0 25 0.0000 10.7553 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5791 0 26 0.0000 6.4209 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7736 0 25 0.0000 7.2264 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2697 0 26 0.0000 7.7303 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.9684 0 45 0.0000 8.0316 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.9685 0 45 0.0000 8.0315 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0570 0 25 0.0000 1.9430 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.7210 0 45 0.0000 9.2790 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.6819 0 45 0.0000 9.3181 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.6629 0 46 0.0000 9.3371 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.6510 0 46 0.0000 9.3490 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.3807 0 46 0.0000 9.6193 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.9683 0 45 0.0000 19.0317 1.0000 0.0000 0.0000 0.0000
N60.7 100.0000 91.7000 91.0409 0 27 0.0000 8.9591 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 1.0295 0 25 0.9863 0 24 0.0433 103.5824 102.3015 .3762 .2958
L2 31.3792 2.1255 2000.000 1.0250 0 25 0.8727 0 25 0.0327 102.3015 101.0572 .2958 .3386
L3 21.1637 1.3610 2000.000 1.0164 0 25 0.5556 0 25 0.0480 101.0572 100.3635 .3386 .4518
L4 14.8201 1.0611 2000.000 1.9541 0 25 0.6513 0 25 0.1319 100.3635 99.9015 .4518 .4308
L5 14.1212 0.8828 2000.000 1.9440 0 25 0.6880 0 25 0.1377 99.9015 99.5549 .4308 .3475
L6 107.6004 6.2309 2000.000 1.9492 0 25 0.5052 0 25 0.0181 99.5549 99.5649 .3475 .6174
L7 212.9831 7.4760 2500.000 1.9511 0 26 0.1864 0 25 0.0092 99.5649 99.5664 .4940 .7066
L8 226.7844 7.2108 2500.000 2.2091 0 25 0.1099 0 25 0.0097 99.5664 99.5665 .7066 .8786
L9 5.4768 0.2939 750.0000 2.1660 0 26 0.4603 0 26 0.3955 99.5665 99.3930 .4620 .2440
L10 230.8083 6.4941 2000.000 2.1659 0 26 0.3913 0 26 0.0094 98.8694 97.6131 .0847 .4566
L11 134.5580 5.4455 2000.000 2.1785 0 26 0.2360 0 26 0.0162 97.6131 97.6149 .4566 .7574
L12 167.9513 6.1277 2500.000 2.1921 0 26 0.1526 0 26 0.0131 97.6149 97.6154 .6059 .8462
L13 106.1819 4.1034 2750.000 3.0060 0 25 0.1746 0 25 0.0283 97.6154 97.6162 .7692 .9695
L14 3.7006 0.2681 800.0000 2.9956 0 26 0.7103 0 26 0.8095 97.6162 97.5262 .5952 .4952
L15 41.4767 1.7785 1500.000 2.9925 0 26 0.5715 0 26 0.0721 94.8963 94.6674 .2909 .4249
L24 46.8109 1.7908 2000.000 2.9748 0 26 0.7380 0 26 0.0635 94.6674 94.1740 .3187 .2920
L25 97.5504 2.8632 2500.000 3.8460 0 26 0.6751 0 25 0.0394 94.1740 93.8048 .2336 .3819
L26 39.8090 1.2386 3000.000 3.8241 0 26 1.0402 0 26 0.0961 93.8048 93.2870 .3183 .1823
L27 416.5903 6.9969 3500.000 3.8221 0 26 0.8635 0 25 0.0092 93.2870 93.2049 .1563 .3442
Section 4
L28 142.9406 2.4129 2000.000 0.9100 0 26 0.6878 0 26 0.0064 120.8118 113.8971 .1559 .1985
L29 111.2914 2.2238 2000.000 1.7894 0 27 0.9851 0 27 0.0161 113.8971 105.9049 .1985 .2024
L30 121.4510 2.4983 2000.000 2.3297 0 30 0.7139 0 30 0.0192 105.9049 98.1861 .2024 .3431
L31 81.3908 1.8198 2000.000 3.3443 0 30 0.5479 0 24 0.0411 98.1861 95.8323 .3431 .5161
L32 10.6189 1.0497 1500.000 3.5199 0 32 0.9530 0 32 0.3315 95.8323 94.9698 .6882 .5999
L33 13.2107 0.8025 900.0000 0.3898 0 25 0.3718 0 24 0.0295 97.8679 97.3143 .3977 .2159
L34 27.1462 0.7567 2000.000 3.7180 0 32 0.3443 0 31 0.1370 94.9698 94.8931 .4499 .4615
L35 151.1332 2.3985 2800.000 3.7159 0 32 0.7344 0 30 0.0246 94.8931 93.6701 .3297 .2465
L36 604.2278 7.2058 3400.000 3.8839 0 32 1.4543 0 17 0.0064 93.6701 93.2231 .2030 .2686
W2637 41.0450 1.2356 2000.000 0.0141 0 26 0.1159 0 26 0.0003 93.8048 93.6302 .0424 .0051
L37 268.7941 4.1638 3600.000 3.9488 0 32 0.5766 0 40 0.0147 93.2231 93.2049 .2536 .3347
L38 20.3679 0.8611 2000.000 7.3610 0 28 0.8745 0 27 0.3614 93.2049 93.1408 .6024 .5804
L39 220.6626 2.1612 4000.000 -7.3355 0 28 -0.8086 0 27 -0.0332 93.1408 93.0181 .2402 .2595
L41 24.3580 0.8853 2000.000 7.2809 0 29 0.6428 0 28 0.2989 93.0181 92.6471 .5691 .5835
4243 57.3946 1.4914 2000.000 7.5625 0 30 0.7017 0 42 0.1318 92.6471 91.7209 .5835 .5355
4344 63.4676 1.7564 2000.000 7.5310 0 32 0.8389 0 30 0.1187 91.7209 91.0452 .5355 .5226
6869 43.1813 0.6276 2800.000 7.7232 0 46 0.5292 0 46 0.1789 89.3807 89.2204 .5502 .5502
4445 86.8567 1.9041 2500.000 7.3944 0 32 0.6114 0 30 0.0851 91.0452 91.0159 .4181 .5264
4546 96.3889 3.0307 2500.000 7.2575 0 32 1.0490 0 18 0.0753 91.0159 90.9869 .5264 .6588
4647 19.5453 0.7456 2500.000 6.9446 0 33 1.0202 0 24 0.3553 90.9869 90.9737 .6588 .6615
4754 69.8137 1.6227 2500.000 6.5772 0 33 0.8579 0 24 0.0942 90.9737 90.9689 .6615 .7155
4849 68.7768 2.2981 2000.000 1.2681 0 25 0.9188 0 25 0.0184 90.9782 90.9738 .1991 .2819
5051 53.2734 2.2916 2000.000 1.7811 0 25 0.9888 0 25 0.0334 90.9709 90.9703 .3204 .4502
5253 101.3181 4.3724 2000.000 1.9292 0 25 1.5841 0 22 0.0190 90.9689 90.9688 .5194 .7194
5354 215.9379 3.0206 2500.000 1.2423 0 21 0.4239 0 15 0.0058 90.9688 90.9689 .5755 .6835
5462 217.9611 2.6925 2500.000 6.7444 0 43 0.2735 2 33 0.0309 90.9689 90.9685 .6835 .8194
5657 69.9273 5.9238 400.0000 0.0998 0 25 0.4062 0 24 0.0014 99.5412 99.2447 .0280 .0366
5758 51.4571 6.0705 500.0000 0.0860 0 25 0.0838 0 25 0.0017 99.2447 92.5791 .0293 .2783
5859 18.9395 2.2745 1000.000 0.4077 0 26 0.7258 0 26 0.0215 92.5791 91.7736 .1391 .1736
5960 27.1929 2.5298 1000.000 0.5080 0 25 0.6815 0 25 0.0187 91.7736 91.2697 .1736 .1097
6061 54.8120 3.2856 1000.000 0.5066 0 26 0.3551 1 2 0.0092 91.2697 91.0409 .1097 .3409
6162 84.2671 4.7255 2000.000 0.6293 0 26 1.3556 0 14 0.0075 90.9684 90.9685 .2342 1.024 *
6465 90.4168 2.4565 2400.000 7.4502 0 44 0.9387 0 25 0.0824 89.7210 89.6819 .4546 .6674
6566 57.6108 1.7304 2400.000 7.4401 0 45 0.7238 0 17 0.1291 89.6819 89.6629 .6674 .7845
6667 54.3218 0.8545 2400.000 7.7369 0 45 0.2721 0 10 0.1424 89.6629 89.6510 .7845 .8504
L595 217.9611 2.6925 2500.000 6.9601 0 45 0.1915 0 1 0.0319 90.9685 90.9683 .8194 .8873
L598 1.4897 2.7588 450.0000 0.4950 0 27 0.9116 0 27 0.3323 91.0409 90.9684 .9798 1.040
5556ova 8.0165 3.7039 500.0000 0.2678 0 25 1.4376 0 25 0.0334 99.9993 99.5487 .2986 .2974
5556unda 0.2730 2.4721 375.0000 0.2200 0 25 1.9687 0 25 0.8059 99.9993 99.5412 2.878 2.856
5663ova 7.0634 3.0050 500.0000 0.3300 0 25 1.1454 0 25 0.0467 99.5412 98.1410 .2824 .2820
5663und 0.2114 1.9145 375.0000 0.2352 0 25 2.1553 0 24 1.1122 99.5412 97.3424 3.043 .9130
6364ova 109.2892 6.1392 1800.000 0.3094 0 25 0.6624 0 25 0.0028 97.0570 89.9362 .0317 .0201
6364und 0.6735 4.2350 450.0000 0.6250 0 21 3.8959 0 21 0.9279 97.0570 89.7210 2.904 2.424
6264ova 48.9163 1.4846 800.0000 0.3873 0 45 0.4378 0 45 0.0079 90.9683 90.9188 .1104 .0734
6264und 3.2349 3.4667 1090.000 3.2581 0 45 3.4782 0 45 1.0072 90.9683 89.7210 2.035 1.001
6768ova 22.4678 1.2234 600.0000 4.5714 0 46 0.9974 0 46 0.2035 89.6510 89.5877 .4184 .3462
6768und 3.2349 3.4667 1090.000 2.0413 0 30 2.1469 0 30 0.6310 89.6510 89.3807 1.551 1.413
4950ova 6.3533 1.0576 500.0000 0.0000 0 0 0.0000 0 0 0.0000 90.9709 90.9709 .0000 .0000
4950und 2.1890 1.6215 450.0000 0.6351 0 25 0.6818 0 27 0.2901 90.9738 90.9709 1.386 1.424
5152ova 3.7458 0.5087 500.0000 0.0000 0 0 0.0000 0 0 0.0000 90.9689 90.9689 .0000 .0000
5152und 6.8731 2.7770 825.0000 0.8893 0 25 0.9172 0 25 0.1294 90.9703 90.9689 1.224 1.259
FREE # 1 Undefnd Undefnd Undefn 7.7232 0 46
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
L1 0.0000 360.0000 0.0000 0.0000 0.2837 1.0452 0.6616
L2 0.0000 360.0000 0.0000 0.0000 0.2967 1.1762 0.5527
L3 0.0000 360.0000 0.0000 0.0000 0.3686 1.8315 0.4387
L4 0.0000 360.0000 0.0000 0.0000 0.4395 3.0026 0.5740
L5 0.0000 360.0000 0.0000 0.0000 0.4271 2.8261 0.5346
L6 0.0000 360.0000 0.0000 0.0000 0.4370 3.8695 0.4866
L7 0.0000 360.0000 0.0000 0.0000 0.7305 10.4773 0.2794
L8 0.0000 360.0000 0.0000 0.0000 0.9986 20.1333 0.2176
L9 0.0000 0.0000 0.0000 360.0000 0.1732 4.7065 0.1218
L10 0.0000 360.0000 0.0000 0.0000 0.3776 5.5427 0.2115
L11 0.0000 360.0000 0.0000 0.0000 0.5916 9.2362 0.2864
L12 0.0000 360.0000 0.0000 0.0000 0.8829 14.3704 0.2768
L13 0.0000 360.0000 0.0000 0.0000 0.8747 17.2159 0.4174
L14 0.0000 0.0000 0.0000 360.0000 0.2401 4.2182 0.3097
L15 0.0000 360.0000 0.0000 0.0000 0.3807 5.2437 0.3062
L24 0.0000 360.0000 0.0000 0.0000 0.3278 4.0325 0.4503
L25 0.0000 360.0000 0.0000 0.0000 0.4775 5.7133 0.5181
L26 0.0000 360.0000 0.0000 0.0000 0.4675 3.6765 0.7810
L27 0.0000 360.0000 0.0000 0.0000 0.4448 4.6047 0.7357
L28 0.0000 360.0000 0.0000 0.0000 0.2354 1.3243 0.2435
L29 0.0000 360.0000 0.0000 0.0000 0.2897 1.8168 0.3903
L30 0.0000 360.0000 0.0000 0.0000 0.3305 3.2635 0.3894
L31 0.0000 360.0000 0.0000 0.0000 0.3683 6.6869 0.4398
L32 0.0000 360.0000 0.0000 0.0000 0.4627 3.6935 0.9207
L33 0.0000 0.0000 0.0000 360.0000 0.1180 1.0494 0.1025
L34 0.0000 360.0000 0.0000 0.0000 0.5208 10.8007 0.3138
L35 0.0000 360.0000 0.0000 0.0000 0.2456 5.0601 0.5923
L36 0.0000 360.0000 0.0000 0.0000 0.2429 5.0308 0.7195
W2637 352.2278 0.0000 0.0000 7.7722 0.0262 0.1220 0.0055
L37 0.0000 360.0000 0.0000 0.0000 0.5575 7.5440 0.5724
L38 0.0000 360.0000 0.0000 0.0000 0.5592 8.5200 1.0258
L39 0.0000 126.0694 233.9306 0.0000 0.6127 9.1841 0.7992
L41 0.0000 360.0000 0.0000 0.0000 0.7151 11.3906 0.7365
4243 0.0000 360.0000 0.0000 0.0000 0.4440 10.8189 0.7819
4344 1.2083 358.7917 0.0000 0.0000 0.4245 9.3129 0.8241
6869 9.9167 350.0833 0.0000 0.0000 0.8351 14.5939 0.8153
4445 0.2083 359.7917 0.0000 0.0000 0.7890 15.2264 0.6117
4546 0.2083 359.7917 0.0000 0.0000 0.7408 12.4472 1.0617
4647 1.2083 358.7917 0.0000 0.0000 0.9210 12.6730 1.0447
4754 0.2083 359.7917 0.0000 0.0000 0.9483 21.9103 0.6807
4849 0.2083 35.5875 0.0000 324.2042 0.2750 2.6021 0.2951
5051 0.2083 62.2500 0.0000 297.5417 0.6001 5.9076 0.2627
5253 0.2083 359.7917 0.0000 0.0000 0.7411 9.2632 0.4328
5354 0.2083 355.6667 0.0000 4.1250 1.2171 39.6583 0.0710
5462 4.2917 355.7083 0.0000 0.0000 1.3431 51.3174 0.2472
5657 352.4861 7.5139 0.0000 0.0000 0.0086 0.2567 0.0049
5758 274.6111 85.3889 0.0000 0.0000 0.0640 1.0298 0.0064
5859 0.2083 359.7917 0.0000 0.0000 0.1210 0.5626 0.1132
5960 0.2083 359.7917 0.0000 0.0000 0.0909 0.7455 0.0965
6061 0.2083 55.9500 0.0000 303.8417 0.1463 2.0779 0.0552
6162 0.2083 359.7917 0.0000 0.0000 0.5868 8.2841 0.4802
6465 0.2083 359.7917 0.0000 0.0000 0.6289 10.6994 0.9875
6566 1.2083 358.7917 0.0000 0.0000 0.8879 18.5744 0.6980
6667 0.2083 359.7917 0.0000 0.0000 1.0722 43.2544 0.3510
L595 1.0417 358.9583 0.0000 0.0000 1.3664 61.9690 0.2396
L598 1.4167 358.5833 0.0000 0.0000 0.2311 0.5433 0.4139
5556ova 331.7389 25.5667 0.0000 2.6944 0.0707 0.1870 0.2134
5556unda 0.2083 53.0833 0.0000 306.7083 0.1108 0.1136 2.1166
5663ova 325.9190 0.0000 0.0000 34.0810 0.0741 0.2882 0.1615
5663und 0.2083 0.0000 0.0000 359.7917 0.1115 0.1091 1.5987
6364ova 345.6444 0.0000 0.0000 14.3556 0.0470 0.4671 0.0309
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1639 4.4088
6264ova 343.2000 0.0000 0.0000 16.8000 0.0497 0.8866 0.0321
6264und 1.6667 358.3333 0.0000 0.0000 0.3297 0.9367 5.7548
6768ova 306.8333 0.0000 0.0000 53.1667 0.1563 4.5834 0.2288
6768und 9.8750 350.1250 0.0000 0.0000 0.3315 0.9577 2.9919
4950ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4950und 1.2083 358.7917 0.0000 0.0000 0.3156 1.4778 0.2109
5152ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5152und 1.2083 358.7917 0.0000 0.0000 0.4899 2.7089 0.2943
*===========================================*
| 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 0.0784 1693.9415 0.0011 1.0000 0.3168 0.0846 0.1600 12.2429
L2 0.0786 1696.7411 0.0011 1.0000 0.2700 0.0837 0.1876 12.2429
L3 0.0786 1698.8385 0.0013 1.0000 0.1702 0.1041 0.2914 12.2429
L4 0.1485 3207.1431 0.0021 1.0000 0.0972 0.1417 0.5355 12.2429
L5 0.1488 3214.8604 0.0025 1.0000 0.0577 0.2360 0.9844 12.2429
L6 0.1489 3216.2905 0.0052 1.0000 0.0299 0.3347 2.3522 2.8702
L7 0.1489 3215.7962 0.0073 1.0000 0.0076 0.6140 7.6178 2.8569
L8 0.1673 3612.9912 0.0109 1.0000 0.0036 0.8654 15.8594 2.8567
L9 0.1674 3616.7973 0.0023 1.0000 0.2401 0.0476 0.8991 6.1215
L10 0.1676 3619.1164 0.0023 1.0000 0.0614 0.2583 3.6572 6.3323
L11 0.1671 3609.4375 0.0044 1.0000 0.0110 0.4943 6.7490 2.8615
L12 0.1660 3585.9805 0.0059 1.0000 0.0052 0.7850 11.6100 2.8593
L13 0.2282 4928.2224 0.0078 1.0000 0.0050 0.8534 13.9986 2.8619
L14 0.2276 4916.7223 0.0030 1.0000 0.2398 0.1151 0.8492 6.1214
L15 0.2280 4925.3816 0.0026 1.0000 0.1156 0.1221 1.2916 8.1866
L24 0.2283 4930.8830 0.0028 1.0000 0.2312 0.0876 0.7014 8.1619
L25 0.2993 6465.3191 0.0038 1.0000 0.1766 0.1265 1.0760 8.1814
L26 0.3001 6481.6846 0.0037 1.0000 0.2585 0.1342 0.7238 8.1619
L27 0.3006 6493.2343 0.0035 1.0000 0.1482 0.1612 1.1148 4.0810
L28 0.0913 1971.6021 0.0010 1.0000 0.3536 0.0666 0.2791 8.1619
L29 0.1704 3680.3214 0.0017 1.0000 0.2953 0.0882 0.4397 8.1619
L30 0.2895 6252.3440 0.0022 1.0000 0.2473 0.1468 0.9672 8.1619
L31 0.4086 8826.0566 0.0037 1.0000 0.1584 0.1686 1.5679 8.1619
L32 0.4427 9563.1671 0.0034 1.0000 0.2668 0.1939 0.9557 10.2024
L33 0.0255 550.7289 0.0005 1.0000 0.3477 0.0310 0.1317 12.2429
L34 0.4699 10149.031 0.0035 1.0000 0.0647 0.2339 3.5053 10.2024
L35 0.4711 10176.019 0.0034 1.0000 0.3128 0.1386 1.1835 10.2024
L36 0.4944 10678.894 0.0037 1.0000 0.5732 0.1121 0.8368 3.6729
W2637 0.0001 2.9763 0.0000 0.0327 0.0136 0.0005 0.0023 0.1000
L37 0.4960 10712.887 0.0038 1.0000 0.1748 0.1987 1.7265 3.6729
L38 0.7990 17259.037 0.0071 1.0000 0.1623 0.2318 1.9449 3.6729
L39 -0.8000 -17280.17 0.0069 1.0000 0.0000 0.2192 2.3226 8.1619
L41 0.8049 17386.122 0.0070 1.0000 0.1559 0.2400 2.7779 8.1619
4243 0.8545 18457.437 0.0069 0.9993 0.2315 0.1898 2.2368 5.0768
4344 0.8610 18597.609 0.0070 0.9970 0.2663 0.1795 2.1455 0.0736
6869 1.3288 28703.048 0.0093 0.9782 0.1241 0.3796 4.7546 0.1488
4445 0.8831 19074.752 0.0068 0.9994 0.1336 0.2597 4.0692 4.6202
4546 0.9019 19481.791 0.0069 0.9993 0.3175 0.2501 2.6754 3.1731
4647 0.9035 19515.495 0.0060 0.9971 0.1371 0.3265 3.1625 0.0505
4754 0.9187 19843.705 0.0065 0.9994 0.2573 0.2886 4.7681 3.3002
4849 0.1045 2257.7202 0.0016 0.9994 0.5467 0.0665 0.4524 3.3002
5051 0.1405 3035.1456 0.0022 0.9994 0.7751 0.1267 1.1131 3.3002
5253 0.1515 3272.5013 0.0032 0.9994 0.5614 0.1776 1.8084 1.9801
5354 0.1530 3304.0504 0.0059 0.9993 0.0668 0.3036 8.9751 3.1730
5462 1.0731 23178.387 0.0158 0.9904 0.2005 0.3876 12.7146 0.0807
5657 0.0009 19.9811 0.0001 0.0303 0.0325 0.0002 0.0056 0.0200
5758 0.0009 20.3317 0.0000 0.3862 0.0059 0.0109 0.1710 0.0350
5859 0.0298 642.6696 0.0005 0.9994 0.3835 0.0258 0.1019 3.9602
5960 0.0376 812.9030 0.0006 0.9994 0.3637 0.0201 0.1227 3.3002
6061 0.0378 815.4037 0.0006 0.9993 0.7197 0.0272 0.3151 3.1730
6162 0.0517 1115.7742 0.0010 0.9994 0.1772 0.1555 1.8173 3.3002
6465 1.2464 26922.569 0.0077 0.9994 0.3109 0.2667 3.2884 3.3002
6566 1.2469 26932.510 0.0076 0.9971 0.1653 0.3737 5.9447 0.0601
6667 1.3250 28620.498 0.0074 0.9994 0.0452 0.4825 14.8906 5.2803
L595 1.1231 24259.189 0.0355 0.9974 0.1041 0.4625 16.5120 0.0815
L598 0.0379 819.1861 0.0006 0.9967 0.2882 0.0678 0.1320 0.3596
5556ova 0.0080 173.3031 0.0002 0.1249 0.1120 0.0064 0.0119 0.0202
5556unda 0.0288 622.6323 0.0003 0.9994 1.3960 0.0370 0.0273 0.9240
5663ova 0.0145 313.6790 0.0003 0.1560 0.1371 0.0075 0.0239 0.0201
5663und 0.0347 749.9296 0.0003 0.9993 1.2083 0.0428 0.0304 0.8884
6364ova 0.0061 131.9465 0.0003 0.0634 0.0796 0.0018 0.0177 0.0500
6364und 0.0694 1498.7983 0.0015 0.9994 1.1013 0.0660 0.0641 0.9240
6264ova 0.0092 197.9562 0.0003 0.0915 0.0533 0.0029 0.0477 0.0200
6264und 1.1138 24057.669 0.0034 0.9964 0.6231 0.1814 0.4035 0.0140
6768ova 0.3958 8549.9579 0.0033 0.2697 0.1838 0.0319 0.8395 0.0200
6768und 0.9324 20139.341 0.0026 0.9782 0.5679 0.1795 0.4466 0.0140
4950ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0269
4950und 0.1046 2260.2207 0.0009 0.9971 1.1209 0.0698 0.3372 0.0120
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0278
5152und 0.1406 3036.2531 0.0018 0.9970 0.7278 0.1115 0.6285 0.0120
FREE # 1 1.3290 28705.656
*===============================================================*
| 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 1.0225 0.0000 1.2299 0.5383 0.6971 103.5807 102.2993 Max Flow
L2 1.0134 0.0000 0.9533 0.4745 0.5879 102.2990 101.0525 Max Flow
L3 0.9965 0.0000 0.4139 0.4703 0.6712 101.0523 100.3606 Max Flow
L4 1.9329 0.0000 0.4583 0.5501 0.8940 100.3603 99.8947 Max Flow
L5 1.9012 0.0000 0.3265 0.4657 0.8880 99.8943 99.5503 Max Flow
L6 1.8956 0.0000 0.0110 0.5451 0.4675 99.5502 99.5607 Max Flow
L7 1.8718 0.0000 0.0007 0.5029 0.4208 99.5605 99.5622 Max Flow
L8 2.1411 0.0000 0.0001 0.5080 0.4349 99.5620 99.5625 Max Flow
L9 2.0905 0.0000 0.1551 0.1810 0.4932 99.5624 99.3910 Max Flow
L10 2.0835 0.0000 0.0341 0.1928 0.1649 98.8656 97.6111 Max Flow
L11 2.0656 0.0000 0.0024 0.4652 0.4264 97.6110 97.6124 Max Flow
L12 2.0309 0.0000 0.0005 0.5300 0.4768 97.6123 97.6128 Max Flow
L13 2.9331 0.0000 0.0009 0.7502 0.6921 97.6127 97.6131 Max Flow
L14 2.8845 0.0000 0.0711 0.3956 0.5838 97.6130 97.5256 Max Flow
L15 2.8556 0.0000 0.1982 0.2591 0.4253 94.8856 94.6521 Max Flow
L24 2.7905 0.0000 0.4745 0.4254 0.6077 94.6518 94.1660 Max Flow
L25 3.7216 0.0000 0.2231 0.4368 0.5740 94.1656 93.7851 Max Flow
L26 3.6127 0.0000 0.4437 0.5305 1.0439 93.7845 93.2704 Max Flow
L27 3.5700 0.0000 0.0876 0.5609 0.5269 93.2700 93.1297 Max Flow
L28 0.8616 0.0000 4.4110 0.2175 0.3016 120.8030 113.8838 Max Flow
L29 1.7453 0.0000 7.9829 0.2826 0.3900 113.8793 105.9048 Max Flow
L30 2.3286 0.0000 3.4494 0.2969 0.4045 105.9048 98.1860 Max Flow
L31 3.3431 0.0000 0.8641 0.4786 0.6860 98.1860 95.8257 Max Flow
L32 3.4806 0.0000 0.8309 0.6961 0.9931 95.8271 94.9672 Max Flow
L33 0.3876 0.0000 0.5360 0.1939 0.3199 97.8673 97.3139 Max Flow
L34 3.6874 0.0000 0.0772 0.3784 0.8595 94.9670 94.8903 Max Flow
L35 3.6847 0.0000 1.1774 0.7110 0.8330 94.8916 93.6689 Max Flow
L36 3.8552 0.0000 0.1470 0.6894 0.6880 93.6693 93.2198 Max Flow
W2637 0.0075 0.0000 0.1581 0.0054 0.0290 93.7845 93.6254 Max Flow
L37 3.9146 0.0000 0.0384 0.5711 0.6720 93.1803 93.1565 Max Flow
L38 7.1932 0.0000 0.0578 0.8200 1.4179 93.2006 93.1380 Max Flow
L39 -0.0189 0.0000 -0.0096 0.0058 0.0184 92.1858 92.1953 Max Flow
L41 7.2557 0.0000 0.3738 0.6500 1.1333 93.0172 92.6454 Max Flow
4243 7.5078 0.0000 0.9140 0.7578 1.1407 92.6452 91.7101 Max Flow
4344 7.3536 0.0000 0.7287 0.7294 1.0280 91.7051 90.9589 Max Flow
6869 7.6929 0.0000 0.1603 0.7014 1.5379 89.3782 89.2178 Max Flow
4445 7.2078 0.0000 0.0742 0.5236 0.7835 90.9587 90.8944 Max Flow
4546 7.0667 0.0000 0.0954 0.8861 1.0770 90.8940 90.8189 Max Flow
4647 6.7991 0.0000 0.0291 0.7273 1.5997 90.8182 90.7902 Max Flow
4754 6.4972 0.0000 0.0129 0.6588 0.9610 90.7895 90.7802 Max Flow
4849 1.2527 0.0000 0.2356 0.2711 0.3486 90.9486 90.6810 Max Flow
5051 1.7524 0.0000 0.3068 0.1963 0.2776 90.6257 90.3002 Max Flow
5253 1.8875 0.0000 0.1255 0.3095 0.2919 90.2239 90.0201 Max Flow
5354 1.1029 0.0000 0.0511 0.0869 0.1433 89.6793 89.5840 Max Flow
5462 6.7248 0.0000 0.0010 0.2589 0.3692 90.9687 90.9682 Max Flow
5657 0.0942 0.0000 0.2330 0.0140 0.0083 99.5408 99.2427 Max Flow
5758 0.0670 0.0000 0.0121 0.0155 0.0093 99.2426 92.5733 Max Flow
5859 0.3757 0.0000 0.5373 0.1154 0.1322 92.5731 91.7708 Max Flow
5960 0.4854 0.0000 0.4831 0.1251 0.1451 91.7707 91.2667 Max Flow
6061 0.4743 0.0000 0.0253 0.0964 0.1050 91.2666 91.0108 Max Flow
6162 0.6121 0.0000 0.0378 0.4381 0.4473 90.9489 90.0169 Max Flow
6465 7.4498 0.0000 0.0720 0.9000 0.9874 89.7209 89.6815 Max Flow
6566 7.4391 0.0000 0.0237 0.9592 1.1819 89.6815 89.6624 Max Flow
6667 7.7326 0.0000 0.0124 0.7420 1.2455 89.6623 89.6504 Max Flow
L595 6.8638 0.0000 0.0003 0.2619 0.3751 90.9681 90.9679 Max Flow
L598 0.4413 0.0583 0.0075 0.2397 0.1572 91.0108 90.9489 Max Flow
5556ova 0.2633 0.0000 0.4471 0.1839 0.1477 99.9985 99.5477 Max Flow
5556unda 0.2198 0.1725 0.2849 0.3350 0.2548 99.9985 99.5408 Max Flow
5663ova 0.3270 0.0000 1.3954 0.1569 0.1406 99.5408 98.1406 Max Flow
5663und 0.2351 0.6041 1.5968 0.3423 0.3750 99.5408 97.3423 Max Flow
6364ova 0.2936 0.0000 7.1107 0.0357 0.0344 97.0559 89.9344 Max Flow
6364und 0.6231 1.5375 5.9788 1.3059 0.3418 97.0559 89.5390 Max Flow
6264ova 0.3843 0.0000 0.0418 0.0585 0.0886 90.9679 90.9185 Max Flow
6264und 3.2577 1.1264 0.1208 0.9825 0.9016 90.9679 89.7209 Max Flow
6768ova 4.5402 0.0000 0.0472 0.2070 0.2813 89.6504 89.5870 Max Flow
6768und 2.0110 0.3789 0.0445 0.8005 0.6223 89.4597 89.0408 Max Flow
4950ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4950und 0.6244 0.0384 0.0024 0.1640 0.1573 90.6696 90.6259 Max Flow
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
5152und 0.8662 0.0635 0.0042 0.2039 0.1693 90.3000 90.2241 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 170.0000 190.0000 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 55.0000 305.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L15 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L24 205.0000 155.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 300.0000 10.0000 0.0000 0.0000 0.0000 50.0000 0.0000 None
L28 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L29 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L30 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L31 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L32 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 290.0000 70.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L34 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L35 180.0000 180.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 0.0000 285.0000 40.0000 0.0000 0.0000 0.0000 35.0000 0.0000 None
W2637 5.0000 5.0000 350.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L37 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L38 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L39 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L41 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4243 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4344 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6869 0.0000 350.0000 10.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4445 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4546 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4647 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4754 150.0000 210.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 215.0000 145.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5051 230.0000 130.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5253 35.0000 305.0000 10.0000 5.0000 0.0000 0.0000 5.0000 0.0000 None
5354 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5462 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5657 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5758 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5859 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5960 45.0000 315.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6061 255.0000 105.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 10.0000 325.0000 10.0000 0.0000 15.0000 0.0000 0.0000 0.0000 None
6465 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L598 0.0000 0.0000 275.0000 75.0000 0.0000 0.0000 10.0000 0.0000 None
5556ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556unda 0.0000 0.0000 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 10.0000 345.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 0.0000 125.0000 0.0000 0.0000 235.0000 0.0000 None
6768ova 20.0000 35.0000 305.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 60.0000 115.0000 0.0000 45.0000 140.0000 0.0000 None
4950ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950und 0.0000 315.0000 0.0000 25.0000 15.0000 5.0000 0.0000 0.0000 None
5152ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5152und 0.0000 0.0000 220.0000 110.0000 0.0000 20.0000 10.0000 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
L1 0.0000 1.2500 1.2500 0.0000
L2 355.7917 355.7917 0.0000 0.0000
L3 358.7083 358.7083 0.0000 0.0000
L4 301.2667 301.3417 0.0000 0.0000
L5 0.0167 329.1750 0.0000 0.0000
L6 0.0000 352.4792 0.0000 0.0000
L7 0.0000 339.9583 0.0000 0.0000
L8 0.0000 345.2083 0.0000 0.0000
L9 0.0000 0.0000 0.0000 0.0000
L10 360.0000 360.0000 0.0000 0.0000
L11 0.0000 359.8333 0.0000 0.0000
L12 0.0000 346.1389 0.0000 0.0000
L13 0.0000 360.0000 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.7917 358.9583 0.0000 0.0000
L24 14.6389 14.6667 0.0000 0.0000
L25 357.1250 357.1667 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 359.9583 359.9583 0.0000 0.0000
L28 162.2500 163.4583 0.0000 0.0000
L29 329.3333 329.3333 0.0000 0.0000
L30 358.8333 358.8333 0.0000 0.0000
L31 358.8333 358.8333 0.0000 0.0000
L32 29.3333 29.3333 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.2917 350.5833 0.0000 0.0000
L35 7.7083 7.7500 0.0000 0.0000
L36 70.1736 70.2292 0.0000 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 301.2917 359.0000 0.0000 0.0000
L38 0.0417 7.6250 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 16.9792 61.5764 0.0000 0.0000
4243 44.6250 44.6250 0.1250 0.0000
4344 2.3333 2.3333 0.0000 0.0000
6869 4.1806 5.1944 0.0000 0.0000
4445 288.0139 356.3750 0.0000 0.0000
4546 9.6250 52.4167 3.1250 0.0000
4647 0.2917 5.7500 0.0000 0.0000
4754 7.3542 64.0833 0.0000 0.0000
4849 6.8625 32.8875 0.0000 0.0000
5051 7.4792 46.9375 1.0417 0.0000
5253 12.7917 62.3403 16.6944 0.0000
5354 283.5347 348.2083 1.3750 0.0000
5462 279.6806 355.7083 0.0000 0.0000
5657 335.5556 335.5556 3.8194 0.0000
5758 337.5278 337.5278 0.0000 0.0000
5859 358.5000 358.5417 1.0000 0.0000
5960 271.9167 271.9167 0.0000 0.0000
6061 54.5667 54.6000 0.5417 0.0000
6162 325.8444 345.8889 6.8333 0.0000
6465 210.6199 266.5833 0.5417 0.0000
6566 13.1723 357.7083 0.0833 0.0000
6667 0.0833 349.3333 0.0000 0.0000
L595 212.0000 356.8333 1.4167 0.0000
L598 273.9444 357.1667 0.0000 0.0000
5556ova 341.9306 343.4306 11.3611 0.0000
5556unda 0.0167 16.5667 321.0917 0.0000
5663ova 0.3292 0.3292 0.0000 0.0000
5663und 0.0000 0.0000 319.8083 0.0000
6364ova 0.0000 0.0000 339.2222 0.0000
6364und 294.1806 294.1806 12.8889 0.0000
6264ova 0.0000 0.0000 305.4333 0.0000
6264und 3.0833 283.3056 0.0833 0.0000
6768ova 0.0000 0.0000 277.1667 0.0000
6768und 0.0000 264.0556 1.0000 0.0000
4950ova 0.0000 0.0000 0.0000 0.0000
4950und 2.2500 317.4417 0.0833 0.0000
5152ova 0.0000 0.0000 0.0000 0.0000
5152und 110.5000 320.4250 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 0.2863 1.0234 0.2755 0.0090 1.0166 0.0040 0.0313 0.9934 0.0144 0.3285 10.4307 0.1513 0.6874
L2 0.0000 0.8727 0.0000 0.0000 1.0250 0.0000 0.0000 1.1745 0.0000 0.0000 12.9196 0.0000 0.6320
L3 0.0000 0.5557 0.0000 0.0000 1.0164 0.0000 0.0000 1.8290 0.0000 0.0000 29.2637 0.0000 0.7874
L4 0.1863 0.6648 0.2018 0.0048 1.9367 0.0126 0.0259 2.9131 0.0625 0.4149 46.6098 1.0006 0.8847
L5 0.0000 0.6885 0.0000 0.0000 1.9440 0.0000 0.0000 2.8236 0.0000 0.0000 28.2359 0.0000 0.7897
L6 0.1227 0.5925 0.1808 0.0589 1.8401 0.0502 0.4804 3.1058 0.2776 4.9004 31.6792 2.8313 0.9802
L7 0.0204 0.1925 0.0423 0.0027 1.9363 0.0121 0.1331 10.0563 0.2862 1.3978 105.5914 3.0052 1.4960
L8 0.0079 0.1104 0.0158 0.0005 2.2076 0.0010 0.0628 19.9983 0.0656 0.6276 199.9830 0.6562 1.9669
L9 0.3390 0.5810 0.5588 0.7929 1.3214 0.0518 2.3387 2.2746 0.0926 23.3873 22.7456 0.9264 0.2742
L10 0.2119 0.4580 0.2143 0.1302 1.8412 0.1945 0.6143 4.0200 0.9077 6.1431 40.2002 9.0771 0.5583
L11 0.0418 0.2703 0.0838 0.0299 2.0800 0.0685 0.7153 7.6963 0.8175 11.8028 126.9895 13.4889 1.2198
L12 0.0204 0.1622 0.0415 0.0114 2.1604 0.0202 0.5586 13.3210 0.4876 9.2166 219.7968 8.0452 1.8086
L13 0.0227 0.1971 0.0465 0.0277 2.9250 0.0533 1.2179 14.8398 1.1456 21.3131 259.6967 20.0475 2.4038
L14 0.0000 0.3609 0.6679 0.0000 0.1444 2.8512 0.0000 0.4001 4.2686 0.0000 4.0015 42.6859 0.4121
L15 0.3136 0.7209 0.2951 0.3258 2.4152 0.2515 1.0388 3.3501 0.8523 13.5042 43.5516 11.0804 0.5304
L24 0.0897 0.7394 0.0000 0.0006 2.9742 0.0000 0.0064 4.0223 0.0000 0.1282 80.4469 0.0000 0.6131
L25 0.3303 0.7555 0.2712 0.1517 3.5431 0.1512 0.4594 4.6899 0.5576 7.3501 75.0383 8.9214 0.7587
L26 0.0000 1.0431 0.0000 0.0000 3.8241 0.0000 0.0000 3.6661 0.0000 0.0000 54.9908 0.0000 0.7874
L27 0.0000 0.8821 0.1108 0.0000 3.7908 0.0313 0.0000 4.2976 0.2827 0.0000 62.3147 4.0990 0.8975
L28 0.0000 0.6911 0.0000 0.0000 0.9100 0.0000 0.0000 1.3167 0.0000 0.0000 176.4373 0.0000 0.3508
L29 0.0000 0.9855 0.0000 0.0000 1.7894 0.0000 0.0000 1.8156 0.0000 0.0000 286.8679 0.0000 0.3961
L30 0.0000 0.7140 0.0000 0.0000 2.3297 0.0000 0.0000 3.2627 0.0000 0.0000 489.4119 0.0000 0.5571
L31 0.0000 0.5017 0.0000 0.0000 3.3443 0.0000 0.0000 6.6657 0.0000 0.0000 593.2483 0.0000 0.8890
L32 0.2828 0.9777 0.2718 0.0249 3.4846 0.0104 0.0882 3.5642 0.0382 1.8526 74.8491 0.8028 0.9749
L33 0.1274 0.4062 0.1272 0.0113 0.3748 0.0037 0.0885 0.9228 0.0290 0.8854 9.2275 0.2899 0.3046
L34 0.0774 0.3555 0.2607 0.0080 3.4681 0.2419 0.1040 9.7559 0.9281 1.8192 170.7276 16.2412 0.9103
L35 0.0000 0.7380 0.2698 0.0000 3.7098 0.0061 0.0000 5.0269 0.0227 0.0000 108.0786 0.4872 0.8219
L36 0.2039 0.7909 0.0432 0.0179 3.8659 0.0001 0.0879 4.8878 0.0016 1.5820 87.9809 0.0289 0.7965
W2637 0.1678 0.1690 0.0000 0.0017 0.0124 0.0000 0.0102 0.0735 0.0000 0.1023 0.7350 0.0000 0.0549
L37 0.0854 0.5560 0.0282 0.0412 3.9071 0.0005 0.4827 7.0271 0.0165 11.3432 165.1374 0.3873 1.0513
L38 0.1600 1.0145 0.0914 0.2206 7.1305 0.0099 1.3788 7.0286 0.1085 19.3035 98.4001 1.5186 1.1851
L39 0.0000 0.8131 0.2397 0.0000 7.2895 0.0460 0.0000 8.9650 0.1918 0.0000 89.6496 1.9183 1.0231
L41 0.2775 0.6866 0.2699 0.1941 6.9236 0.1632 0.6994 10.0840 0.6046 38.1169 549.5775 32.9533 1.1498
4243 0.2480 1.0796 0.3357 0.8435 6.1392 0.5798 3.4019 5.6867 1.7274 204.1116 341.2001 103.6420 1.1249
4344 0.4456 1.2454 0.3015 1.7820 5.4748 0.2742 3.9987 4.3960 0.9094 199.9345 219.7991 45.4717 1.0141
6869 0.0000 0.5296 0.0000 0.0000 7.7232 0.0000 0.0000 14.5823 0.0000 0.0000 291.6465 0.0000 1.5406
4445 0.0000 0.4858 0.0000 0.0000 7.3944 0.0000 0.0000 15.2201 0.0000 0.0000 502.2637 0.0000 1.1697
4546 0.4271 0.9106 0.2563 3.3333 3.8075 0.1167 7.8050 4.1812 0.4555 195.1259 104.5289 11.3865 1.4690
4647 0.1642 0.6089 0.1721 0.1053 6.6494 0.1899 0.6416 10.9203 1.1036 12.8329 218.4067 22.0715 1.6499
4754 0.2175 0.3646 0.2190 0.9883 4.4741 1.1147 4.5434 12.2709 5.0892 140.8461 380.3993 157.7647 1.7156
4849 0.1107 0.4938 0.1103 0.0025 1.2635 0.0021 0.0226 2.5589 0.0193 0.2708 30.7063 0.2310 0.4767
5051 0.2009 0.3128 0.0000 0.1180 1.6630 0.0000 0.5876 5.3165 0.0000 11.1653 101.0142 0.0000 0.7613
5253 0.0715 0.2653 0.0948 0.1080 1.6910 0.1302 1.5095 6.3748 1.3743 30.1899 127.4967 27.4860 1.2323
5354 0.0190 0.0343 0.0243 0.0924 1.0482 0.1018 4.8733 30.5945 4.1829 141.3256 887.2417 121.3055 1.5621
5462 0.0657 0.1496 0.0374 0.3865 6.2118 0.1461 5.8801 41.5134 3.9046 70.5609 498.1603 46.8557 1.8694
5657 0.0482 0.4448 0.1382 0.0000 0.0998 0.0000 0.0000 0.2244 0.0000 0.0000 1.3462 0.0001 0.0125
5758 0.0495 0.0842 0.0546 0.0004 0.0850 0.0006 0.0084 1.0098 0.0112 0.4185 50.4915 0.5588 0.0723
5859 0.0000 0.7259 0.0000 0.0000 0.4077 0.0000 0.0000 0.5616 0.0000 0.0000 10.1092 0.0000 0.1551
5960 0.2222 0.6875 0.1850 0.0012 0.5065 0.0004 0.0053 0.7367 0.0020 0.0896 12.5246 0.0343 0.1459
6061 0.1151 0.2461 0.0277 0.0031 0.5035 0.0000 0.0266 2.0456 0.0015 0.2924 22.5017 0.0169 0.2230
6162 0.0476 0.1292 0.0252 0.2086 0.4005 0.0202 4.3833 3.1011 0.7997 131.4982 93.0316 23.9906 1.3643
6465 0.2940 0.7242 0.3818 0.0488 7.1504 0.2510 0.1659 9.8733 0.6574 5.3088 315.9465 21.0375 1.3322
6566 0.0000 0.4262 0.3577 0.0000 4.9505 2.4896 0.0000 11.6142 6.9599 0.0000 406.4977 243.5969 1.7299
6667 0.1479 0.2531 0.1189 3.1387 3.7372 0.8610 21.2149 14.7647 7.2407 1060.7472 738.2344 362.0356 1.9561
L595 0.0670 0.1304 0.0333 0.5830 6.1841 0.1930 8.6996 47.4274 5.7915 52.1976 284.5643 34.7487 2.1276
5556ova 0.0000 1.4402 0.0000 0.0000 0.2678 0.0000 0.0000 0.1859 0.0000 0.0000 2.9750 0.0000 0.1490
5663ova 0.0000 1.1450 0.0331 0.0000 0.3300 0.0000 0.0000 0.2882 0.0000 0.0000 23.9204 0.0003 0.1411
6364ova 0.0566 0.6627 0.0566 0.0000 0.3094 0.0000 0.0001 0.4669 0.0001 0.0062 51.3609 0.0062 0.0476
6264ova 0.2769 0.4909 0.2768 0.0423 0.3345 0.0104 0.1529 0.6814 0.0377 1.5293 6.8139 0.3772 0.0755
6768ova 0.7847 1.2046 0.7476 0.7958 2.9264 0.8493 1.0140 2.4293 1.1360 10.1405 24.2928 11.3604 0.2320
4950ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
*========================================================*
| Table E14a - Natural Channel Encroachment Information |
*========================================================*
<------- Existing Conveyance Condition -------> <----- Encroachment Conveyance Condition -----> <- % Volume --> <-- Encroachment Data -->
Conduit Left Centre Right Total Left Right Left Centre Right Total Left Right Reduction Depth
Name Bank Channel Bank Station Station Bank Channel Bank Station Station Left Right Incr. Method
---------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -----------------
L1 0.02935 3.3314 0.01301 3.3738 9.4172 12.768 0.02935 3.3314 0.01301 3.3738 9.4172 12.768 0.0000 0.0000 0.0000 None
L2 0.0000 3.5009 0.0000 3.5009 2.5594 6.2764 0.0000 3.5009 0.0000 3.5009 2.5594 6.2764 0.0000 0.0000 0.0000 None
L3 0.0000 6.3138 0.0000 6.3138 5.3528 9.9984 0.0000 6.3138 0.0000 6.3138 5.3528 9.9984 0.0000 0.0000 0.0000 None
L4 0.03082 12.355 0.08050 12.467 4.9031 11.416 0.03082 12.355 0.08050 12.467 4.9031 11.416 0.0000 0.0000 0.0000 None
L5 0.0000 10.711 0.0000 10.711 7.1515 13.462 0.0000 10.711 0.0000 10.711 7.1515 13.462 0.0000 0.0000 0.0000 None
L6 2.1715 67.799 1.8493 71.820 7.0989 15.387 2.1715 67.799 1.8493 71.820 7.0989 15.387 0.0000 0.0000 0.0000 None
L7 0.3723 265.06 1.6562 267.09 5.0574 18.812 0.3723 265.06 1.6562 267.09 5.0574 18.812 0.0000 0.0000 0.0000 None
L8 0.1333 596.60 0.2796 597.02 6.2932 25.934 0.1333 596.60 0.2796 597.02 6.2932 25.934 0.0000 0.0000 0.0000 None
L9 6.6047 11.008 0.4312 18.044 3.7251 30.491 6.6047 11.008 0.4312 18.044 3.7251 30.491 0.0000 0.0000 0.0000 None
L10 2.5700 36.344 3.8399 42.754 10.299 22.951 2.5700 36.344 3.8399 42.754 10.299 22.951 0.0000 0.0000 0.0000 None
L11 2.8446 197.85 6.5183 207.21 6.5935 21.507 2.8446 197.85 6.5183 207.21 6.5935 21.507 0.0000 0.0000 0.0000 None
L12 2.1771 412.86 3.8695 418.91 6.7593 22.381 2.1771 412.86 3.8695 418.91 6.7593 22.381 0.0000 0.0000 0.0000 None
L13 4.9648 524.84 9.5636 539.37 3.2502 22.213 4.9648 524.84 9.5636 539.37 3.2502 22.213 0.0000 0.0000 0.0000 None
L14 0.0000 1.7803 35.154 36.934 4.5334 25.298 0.0000 1.7803 35.154 36.934 4.5334 25.298 0.0000 0.0000 0.0000 None
L15 2.9047 21.536 2.2428 26.683 2.7149 16.401 2.9047 21.536 2.2428 26.683 2.7149 16.401 0.0000 0.0000 0.0000 None
L24 .003745 19.373 0.0000 19.377 5.3586 17.242 .003745 19.373 0.0000 19.377 5.3586 17.242 0.0000 0.0000 0.0000 None
L25 1.4180 33.108 1.4129 35.939 3.4556 14.937 1.4180 33.108 1.4129 35.939 3.4556 14.937 0.0000 0.0000 0.0000 None
L26 0.0000 22.420 0.0000 22.420 5.9676 13.391 0.0000 22.420 0.0000 22.420 5.9676 13.391 0.0000 0.0000 0.0000 None
L27 0.0000 59.341 0.4903 59.832 11.536 20.913 0.0000 59.341 0.4903 59.832 11.536 20.913 0.0000 0.0000 0.0000 None
L28 0.0000 5.0296 0.0000 5.0296 27.246 32.754 0.0000 5.0296 0.0000 5.0296 27.246 32.754 0.0000 0.0000 0.0000 None
L29 0.0000 7.9503 0.0000 7.9503 23.916 30.084 0.0000 7.9503 0.0000 7.9503 23.916 30.084 0.0000 0.0000 0.0000 None
L30 0.0000 18.129 0.0000 18.129 26.143 33.857 0.0000 18.129 0.0000 18.129 26.143 33.857 0.0000 0.0000 0.0000 None
L31 0.0000 30.319 0.0000 30.319 22.036 43.633 0.0000 30.319 0.0000 30.319 22.036 43.633 0.0000 0.0000 0.0000 None
L32 0.1377 19.230 0.05734 19.425 8.2911 15.937 0.1377 19.230 0.05734 19.425 8.2911 15.937 0.0000 0.0000 0.0000 None
L33 0.05983 1.9877 0.01956 2.0671 9.0566 17.698 0.05983 1.9877 0.01956 2.0671 9.0566 17.698 0.0000 0.0000 0.0000 None
L34 0.1274 54.921 3.8314 58.880 2.2712 22.879 0.1274 54.921 3.8314 58.880 2.2712 22.879 0.0000 0.0000 0.0000 None
L35 0.0000 15.701 0.02587 15.727 9.0196 29.805 0.0000 15.701 0.02587 15.727 9.0196 29.805 0.0000 0.0000 0.0000 None
L36 0.1828 39.429 .000707 39.613 5.1071 28.021 0.1828 39.429 .000707 39.613 5.1071 28.021 0.0000 0.0000 0.0000 None
W2637 .009244 0.06688 0.0000 0.07612 8.9274 11.977 .009244 0.06688 0.0000 0.07612 8.9274 11.977 0.0000 0.0000 0.0000 None
L37 1.2220 115.78 0.01375 117.02 5.1944 18.461 1.2220 115.78 0.01375 117.02 5.1944 18.461 0.0000 0.0000 0.0000 None
L38 3.9628 128.09 0.1781 132.23 20.660 35.650 3.9628 128.09 0.1781 132.23 20.660 35.650 0.0000 0.0000 0.0000 None
L39 0.0000 67.402 0.4252 67.827 21.861 36.407 0.0000 67.402 0.4252 67.827 21.861 36.407 0.0000 0.0000 0.0000 None
L41 2.4571 87.643 2.0655 92.165 20.592 35.906 2.4571 87.643 2.0655 92.165 20.592 35.906 0.0000 0.0000 0.0000 None
4243 8.8384 64.325 6.0752 79.238 15.543 40.454 8.8384 64.325 6.0752 79.238 15.543 40.454 0.0000 0.0000 0.0000 None
4344 17.684 54.330 2.7209 74.735 16.423 38.362 17.684 54.330 2.7209 74.735 16.423 38.362 0.0000 0.0000 0.0000 None
6869 0.0000 86.214 0.0000 86.214 24.456 41.585 0.0000 86.214 0.0000 86.214 24.456 41.585 0.0000 0.0000 0.0000 None
4445 0.0000 186.23 0.0000 186.23 11.809 30.679 0.0000 186.23 0.0000 186.23 11.809 30.679 0.0000 0.0000 0.0000 None
4546 76.182 87.020 2.6676 165.87 9.1712 25.300 76.182 87.020 2.6676 165.87 9.1712 25.300 0.0000 0.0000 0.0000 None
4647 3.9567 249.74 7.1325 260.83 9.5113 22.467 3.9567 249.74 7.1325 260.83 9.5113 22.467 0.0000 0.0000 0.0000 None
4754 68.894 311.88 77.704 458.48 14.731 37.508 68.894 311.88 77.704 458.48 14.731 37.508 0.0000 0.0000 0.0000 None
4849 0.04600 23.272 0.03912 23.357 21.180 30.444 0.04600 23.272 0.03912 23.357 21.180 30.444 0.0000 0.0000 0.0000 None
5051 5.7409 80.880 0.0000 86.621 13.756 23.156 5.7409 80.880 0.0000 86.621 13.756 23.156 0.0000 0.0000 0.0000 None
5253 14.818 232.07 17.871 264.76 8.3962 19.515 14.818 232.07 17.871 264.76 8.3962 19.515 0.0000 0.0000 0.0000 None
5354 71.337 809.62 78.637 959.59 2.5449 34.382 71.337 809.62 78.637 959.59 2.5449 34.382 0.0000 0.0000 0.0000 None
5462 47.995 771.34 18.145 837.48 0.09674 40.354 47.995 771.34 18.145 837.48 0.09674 40.354 0.0000 0.0000 0.0000 None
5657 .14E-06 0.4309 .000010 0.4309 0.09945 29.903 .14E-06 0.4309 .000010 0.4309 0.09945 29.903 0.0000 0.0000 0.0000 None
5758 0.02327 4.7748 0.03430 4.8323 4.7314 20.309 0.02327 4.7748 0.03430 4.8323 4.7314 20.309 0.0000 0.0000 0.0000 None
5859 0.0000 2.2989 0.0000 2.2989 7.5895 12.177 0.0000 2.2989 0.0000 2.2989 7.5895 12.177 0.0000 0.0000 0.0000 None
5960 .007004 3.0292 .002235 3.0384 7.8704 16.112 .007004 3.0292 .002235 3.0384 7.8704 16.112 0.0000 0.0000 0.0000 None
6061 0.07680 12.638 .001067 12.715 14.129 26.737 0.07680 12.638 .001067 12.715 14.129 26.737 0.0000 0.0000 0.0000 None
6162 28.820 55.339 2.7854 86.944 0.06957 15.021 28.820 55.339 2.7854 86.944 0.06957 15.021 0.0000 0.0000 0.0000 None
6465 1.0984 161.03 5.6526 167.78 28.450 44.658 1.0984 161.03 5.6526 167.78 28.450 44.658 0.0000 0.0000 0.0000 None
6566 0.0000 192.43 96.770 289.20 5.4666 25.069 0.0000 192.43 96.770 289.20 5.4666 25.069 0.0000 0.0000 0.0000 None
6667 213.91 254.70 58.681 527.29 3.4209 42.990 213.91 254.70 58.681 527.29 3.4209 42.990 0.0000 0.0000 0.0000 None
L595 90.793 963.05 30.054 1083.9 0.06804 42.058 90.793 963.05 30.054 1083.9 0.06804 42.058 0.0000 0.0000 0.0000 None
5556ova 0.0000 1.6099 0.0000 1.6099 9.1007 11.597 0.0000 1.6099 0.0000 1.6099 9.1007 11.597 0.0000 0.0000 0.0000 None
5663ova 0.0000 2.5498 .10E-05 2.5498 9.1059 12.901 0.0000 2.5498 .10E-05 2.5498 9.1059 12.901 0.0000 0.0000 0.0000 None
6364ova .000013 1.2273 .000013 1.2273 0.09762 9.9024 .000013 1.2273 .000013 1.2273 0.09762 9.9024 0.0000 0.0000 0.0000 None
6264ova 0.7010 5.5370 0.1728 6.4108 39.091 56.359 0.7010 5.5370 0.1728 6.4108 39.091 56.359 0.0000 0.0000 0.0000 None
6768ova 12.292 45.204 13.119 70.615 22.608 52.033 12.292 45.204 13.119 70.615 22.608 52.033 0.0000 0.0000 0.0000 None
4950ova 0.0000 0.0000 0.0000 0.0000 18.400 18.400 0.0000 0.0000 0.0000 0.0000 18.400 18.400 0.0000 0.0000 0.0000 None
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
*==================================*
| Table E14b - Floodplain Mapping |
*==================================*
Conduit Upstream Downstream Channel Center <----- Left Offsets ------> <----- Right Offsets ------> <- Channel Widths->
Name WS Elev. WS Elev. Length Station Natural Encroach Bank Natural Encroach Bank Total Encroach.
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
L1 103.5824 102.3015 10.5000 11.7000 2.2828 2.2828 1.7000 1.0684 1.0684 0.8000 3.3512 3.3512
L2 102.3015 101.0572 11.0000 4.2000 1.6406 1.6406 2.7000 2.0764 2.0764 2.3000 3.7171 3.7171
L3 101.0572 100.3635 16.0000 7.4000 2.0472 2.0472 2.6000 2.5984 2.5984 3.3000 4.6456 4.6456
L4 100.3635 99.9015 16.0000 6.5000 1.5969 1.5969 1.3000 4.9161 4.9161 4.2000 6.5130 6.5130
L5 99.9015 99.5549 10.0000 11.5000 4.3485 4.3485 5.5000 1.9624 1.9624 2.4000 6.3109 6.3109
L6 99.5549 99.5649 10.2000 12.1000 5.0011 5.0011 2.6000 3.2873 3.2873 1.9000 8.2884 8.2884
L7 99.5649 99.5664 10.5000 11.9000 6.8426 6.8426 6.0000 6.9116 6.9116 5.1000 13.7542 13.7542
L8 99.5664 99.5665 10.0000 14.5000 8.2068 8.2068 7.6000 11.4344 11.4344 10.8000 19.6412 19.6412
L9 99.5665 99.3930 10.0000 27.5000 23.7749 23.7749 8.2000 2.9912 2.9912 2.2000 26.7660 26.7660
L10 98.8694 97.6131 10.0000 19.7000 9.4005 9.4005 7.2000 3.2515 3.2515 0.0000 12.6520 12.6520
L11 97.6131 97.6149 16.5000 12.9000 6.3065 6.3065 3.5000 8.6075 8.6075 5.4000 14.9140 14.9140
L12 97.6149 97.6154 16.5000 15.0000 8.2407 8.2407 6.0000 7.3805 7.3805 5.5000 15.6213 15.6213
L13 97.6154 97.6162 17.5000 12.5000 9.2498 9.2498 4.6000 9.7129 9.7129 5.5000 18.9627 18.9627
L14 97.6162 97.5262 10.0000 5.0000 0.4666 0.4666 0.6000 20.2981 20.2981 1.4000 20.7647 20.7647
L15 94.8963 94.6674 13.0000 6.5000 3.7851 3.7851 0.0000 9.9007 9.9007 6.5000 13.6858 13.6858
L24 94.6674 94.1740 20.0000 16.8000 11.4414 11.4414 11.2000 0.4419 0.4419 0.8000 11.8833 11.8833
L25 94.1740 93.8048 16.0000 4.7000 1.2444 1.2444 0.0000 10.2374 10.2374 7.9000 11.4819 11.4819
L26 93.8048 93.2870 15.0000 7.8000 1.8324 1.8324 2.6000 5.5910 5.5910 7.2000 7.4234 7.4234
L27 93.2870 93.2049 14.5000 13.7000 2.1642 2.1642 3.4000 7.2134 7.2134 5.1000 9.3776 9.3776
L28 120.8118 113.8971 134.0000 31.0000 3.7538 3.7538 11.0000 1.7538 1.7538 19.0000 5.5076 5.5076
L29 113.8971 105.9049 158.0000 28.5000 4.5842 4.5842 16.5000 1.5842 1.5842 19.5000 6.1685 6.1685
L30 105.9049 98.1861 150.0000 32.0000 5.8569 5.8569 12.0000 1.8569 1.8569 17.0000 7.7138 7.7138
L31 98.1861 95.8323 89.0000 30.0000 7.9642 7.9642 10.0000 13.6328 13.6328 19.0000 21.5969 21.5969
L32 95.8323 94.9698 21.0000 13.6000 5.3089 5.3089 4.3000 2.3372 2.3372 1.9000 7.6461 7.6461
L33 97.8679 97.3143 10.0000 13.8000 4.7434 4.7434 2.0000 3.8981 3.8981 3.0000 8.6415 8.6415
L34 94.9698 94.8931 17.5000 16.7000 14.4288 14.4288 12.7000 6.1789 6.1789 3.8000 20.6077 20.6077
L35 94.8931 93.6701 21.5000 11.0000 1.9804 1.9804 2.0000 18.8051 18.8051 18.4000 20.7855 20.7855
L36 93.6701 93.2231 18.0000 6.8000 1.6929 1.6929 1.1000 21.2213 21.2213 21.1000 22.9142 22.9142
W2637 93.8048 93.6302 10.0000 9.3000 0.3726 0.3726 0.0000 2.6769 2.6769 3.9000 3.0495 3.0495
L37 93.2231 93.2049 23.5000 11.3000 6.1056 6.1056 4.1000 7.1609 7.1609 6.8000 13.2664 13.2664
L38 93.2049 93.1408 14.0000 30.6000 9.9403 9.9403 5.1000 5.0504 5.0504 4.2000 14.9907 14.9907
L39 93.0181 93.1408 10.0000 30.7000 8.8395 8.8395 9.7000 5.7067 5.7067 4.8000 14.5462 14.5462
L41 93.0181 92.6471 54.5000 32.5000 11.9081 11.9081 10.3000 3.4064 3.4064 2.0000 15.3145 15.3145
4243 92.6471 91.7209 60.0000 31.0000 15.4568 15.4568 1.5000 9.4544 9.4544 5.0000 24.9113 24.9113
4344 91.7209 91.0452 50.0000 32.0000 15.5765 15.5765 2.0000 6.3620 6.3620 3.4000 21.9385 21.9385
6869 89.3807 89.2204 20.0000 36.0000 11.5437 11.5437 13.2000 5.5846 5.5846 5.8000 17.1283 17.1283
4445 91.0452 91.0159 33.0000 26.4000 14.5911 14.5911 21.8000 4.2793 4.2793 8.0000 18.8705 18.8705
4546 91.0159 90.9869 25.0000 22.1000 12.9288 12.9288 1.7000 3.2002 3.2002 2.0000 16.1290 16.1290
4647 90.9869 90.9737 20.0000 11.8000 2.2887 2.2887 0.6000 10.6667 10.6667 7.8000 12.9554 12.9554
4754 90.9737 90.9689 31.0000 28.6000 13.8695 13.8695 7.1000 8.9082 8.9082 1.4000 22.7776 22.7776
4849 90.9782 90.9738 12.0000 26.3000 5.1204 5.1204 4.6000 4.1440 4.1440 3.7000 9.2644 9.2644
5051 90.9709 90.9703 19.0000 21.4000 7.6438 7.6438 6.1000 1.7562 1.7562 5.4600 9.4000 9.4000
5253 90.9689 90.9688 20.0000 14.4000 6.0038 6.0038 2.8000 5.1146 5.1146 2.7700 11.1184 11.1184
5354 90.9688 90.9689 29.0000 30.3000 27.7551 27.7551 20.1000 4.0824 4.0824 0.0000 31.8375 31.8375
5462 90.9689 90.9685 12.0000 13.9000 13.8033 13.8033 2.9000 26.4538 26.4538 20.0000 40.2570 40.2570
5657 99.5412 99.2447 6.0000 29.9000 29.8005 29.8005 29.8000 0.0027 0.0027 0.0000 29.8032 29.8032
5758 99.2447 92.5791 50.0000 20.0000 15.2686 15.2686 15.0000 0.3091 0.3091 0.0000 15.5777 15.5777
5859 92.5791 91.7736 18.0000 8.4000 0.8105 0.8105 2.3000 3.7771 3.7771 5.5000 4.5876 4.5876
5960 91.7736 91.2697 17.0000 10.1000 2.2296 2.2296 2.0000 6.0125 6.0125 5.9000 8.2421 8.2421
6061 91.2697 91.0409 11.0000 25.0000 10.8706 10.8706 10.4000 1.7374 1.7374 1.5000 12.6081 12.6081
6162 90.9684 90.9685 30.0000 9.3000 9.2304 9.2304 1.3000 5.7209 5.7209 2.0000 The text continues on section 5.