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d10y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 09:29.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\churchie\develop.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\churchst\Flows.int
Input File to Layer # 2 C:\XPS\churchst\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=6.0 6.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 54
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 71
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 71
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 433
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 62
Number of Storage junctions in Extran (NVSE)........ 1
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 3
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 54
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 71
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
CHURCH STREET, POMONA
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 6.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 5
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 43.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 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 1192 360 N48#2 1545 395 N50#1 1204 360
N50#2 1630 386 N52#1 1232 360 N52#2 1626 390
N1#1 1208 360 N1#2 1826 526 N4#1 1152 360
N4#2 2139 621 N8#1 1158 334 N8#2 2329 683
N13#1 1208 360 N13#2 2279 669 N25#1 1212 360
N25#2 1613 391 N28#1 1224 360 N28#2 1536 396
N29#1 1208 360 N29#2 1798 514 N30#1 1208 360
N30#2 2300 720 N31#1 1212 360 N31#2 2320 684
N32#1 1228 360 N32#2 1216 360 N33#1 1228 360
N33#2 1626 390 N36#1 1228 360 N36#2 1619 389
N42#1 1212 360 N42#2 1621 391 N44#1 1216 360
N44#2 1625 391 N45#1 1216 360 N45#2 1600 392
N47#1 1131 325 N47#2 1571 389 N55#1 1695 421
N55#2 1625 391 N56#1 1208 360 N56#2 1608 392
N63#1 1220 360 N63#2 1622 390 N64#1 1212 360
N64#2 1613 391 N66#1 1208 360 N66#2 1612 392
N58#1 1212 360 N58#2 1613 391 N59#1 1232 360
N59#2 1624 388 N61#1 1228 360 N61#2 1623 389
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 43.0000 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.767300E+04 43.000
Total Infiltration 2.232665E+02 0.543
Total Evaporation 4.345201E+00 0.011
Surface Runoff from Watersheds 1.730067E+04 42.094
Total Water remaining in Surface Storage 1.620838E+02 0.394
Infiltration over the Pervious Area... 2.232665E+02 0.898
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.769036E+04 43.042
Total Precipitation + Initial Storage. 1.767300E+04 43.000
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0982
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 1.730067E+04 42.094
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 1.727586E+04 42.034
Initial Storage + Inflow.................... 1.730067E+04 42.094
Final Storage + Outflow + Diverted GW....... 1.727586E+04 42.034
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.1436
##################################################
# 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).... 43.00000 43.00000 43.00000 43.00000 43.00000 43.00000
Max Intensity (mm/hr).. 201.24000 201.24000 201.24000 201.24000 201.24000 201.24000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.78140 0.00000 42.20084 0.00000 42.09957
Total Losses (mm)...... 0.00000 0.87800 0.00000 0.79518 0.00000 0.85253
Remaining Depth (mm)... 0.00000 0.34060 0.00000 0.00397 0.00000 0.04791
Peak Runoff Rate (cms). 0.00000 0.53254 0.00000 0.02205 0.00000 0.09006
Total Impervious Area
---------------------
Total Runoff Depth (mm) 42.90048 43.02289 42.95445 43.78464 43.05984 43.19780
Peak Runoff Rate (cms). 0.74963 0.00095 0.53660 0.00002 0.09407 0.00010
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 42.90048 43.02289 42.95445 43.78464 43.05984 43.19780
Peak Runoff Rate (cms). 0.74963 0.00095 0.53660 0.00002 0.09407 0.00010
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 42.90048 41.78264 42.95445 42.20243 43.05984 42.10066
Peak Runoff Rate (cms). 0.74963 0.53349 0.53660 0.02207 0.09407 0.09016
Unit Runoff (mm/hr).... 160.07044 114.59016 175.48282 200.32607 200.87638 181.83187
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... 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).... 43.00000 43.00000 43.00000 43.00000 43.00000 43.00000
Max Intensity (mm/hr).. 201.24000 201.24000 201.24000 201.24000 201.24000 201.24000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.94086 0.00000 42.04712 0.00000 42.08151
Total Losses (mm)...... 0.00000 0.87151 0.00000 0.86211 0.00000 0.85653
Remaining Depth (mm)... 0.00000 0.18763 0.00000 0.09077 0.00000 0.06195
Peak Runoff Rate (cms). 0.00000 0.80764 0.00000 0.50193 0.00000 0.14415
Total Impervious Area
---------------------
Total Runoff Depth (mm) 42.98328 43.15380 42.78249 43.09596 43.06912 43.07255
Peak Runoff Rate (cms). 0.11679 0.13023 0.24809 0.26277 0.03331 0.13504
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 42.98328 43.15380 42.78249 43.09596 43.06912 43.07255
Peak Runoff Rate (cms). 0.11679 0.13023 0.24809 0.26277 0.03331 0.13504
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 42.98328 42.06215 42.78249 42.36177 43.06912 42.52748
Peak Runoff Rate (cms). 0.11679 0.93788 0.24809 0.76470 0.03331 0.27919
Unit Runoff (mm/hr).... 184.32498 146.11737 134.41591 176.80750 201.54131 187.67813
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).... 43.00000 43.00000 43.00000 43.00000 43.00000 43.00000
Max Intensity (mm/hr).. 201.24000 201.24000 201.24000 201.24000 201.24000 201.24000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 42.03403 0.00000 42.02917 0.00000 41.73029
Total Losses (mm)...... 0.00000 0.86376 0.00000 0.86432 0.00000 0.87930
Remaining Depth (mm)... 0.00000 0.10222 0.00000 0.10651 0.00000 0.39041
Peak Runoff Rate (cms). 0.00000 0.38596 0.00000 0.49982 0.00000 0.85729
Total Impervious Area
---------------------
Total Runoff Depth (mm) 42.98056 43.07706 42.99631 43.14116 43.03058 43.01688
Peak Runoff Rate (cms). 0.35889 0.25897 0.58590 0.00064 0.06507 0.00161
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 42.98056 43.07706 42.99631 43.14116 43.03058 43.01688
Peak Runoff Rate (cms). 0.35889 0.25897 0.58590 0.00064 0.06507 0.00161
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 42.98056 42.39909 42.99631 42.03029 43.03058 41.73158
Peak Runoff Rate (cms). 0.35889 0.64493 0.58590 0.50046 0.06507 0.85890
Unit Runoff (mm/hr).... 183.49297 176.02413 188.21693 160.76935 196.82573 108.63525
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).... 43.00000 43.00000 43.00000 43.00000 43.00000 43.00000
Max Intensity (mm/hr).. 201.24000 201.24000 201.24000 201.24000 201.24000 201.24000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.98162 0.00000 38.45470 0.00000 42.01962
Total Losses (mm)...... 0.00000 0.86876 0.00000 0.88875 0.00000 0.86536
Remaining Depth (mm)... 0.00000 0.14962 0.00000 3.65655 0.00000 0.11502
Peak Runoff Rate (cms). 0.00000 0.82566 0.00000 0.28818 0.00000 0.77023
Total Impervious Area
---------------------
Total Runoff Depth (mm) 42.97510 43.16433 42.97510 43.01941 42.99216 43.07236
Peak Runoff Rate (cms). 0.12522 0.12521 0.20035 0.19172 0.51513 0.52903
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 42.97510 43.16433 42.97510 43.01941 42.99216 43.07236
Peak Runoff Rate (cms). 0.12522 0.12521 0.20035 0.19172 0.51513 0.52903
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 42.97510 42.09989 42.97510 38.91117 42.99216 42.38808
Peak Runoff Rate (cms). 0.12522 0.95086 0.20035 0.47990 0.51513 1.29926
Unit Runoff (mm/hr).... 181.81856 154.09234 181.81856 48.66121 186.99576 173.39547
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).... 43.00000 43.00000 43.00000 43.00000 43.00000 43.00000
Max Intensity (mm/hr).. 201.24000 201.24000 201.24000 201.24000 201.24000 201.24000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 42.12999 0.00000 42.09064 0.00000 42.11877
Total Losses (mm)...... 0.00000 0.84283 0.00000 0.85463 0.00000 0.84695
Remaining Depth (mm)... 0.00000 0.02718 0.00000 0.05473 0.00000 0.03427
Peak Runoff Rate (cms). 0.00000 0.26268 0.00000 0.20200 0.00000 0.19102
Total Impervious Area
---------------------
Total Runoff Depth (mm) 43.04722 0.00000 43.04731 43.17991 43.04098 43.23919
Peak Runoff Rate (cms). 0.27483 0.00000 0.22538 0.00024 0.19700 0.00021
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 43.04722 0.00000 43.04731 43.17991 43.04098 43.23919
Peak Runoff Rate (cms). 0.27483 0.00778 0.22538 0.00024 0.19700 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) 43.04722 42.12999 43.04731 42.09173 43.04098 42.11989
Peak Runoff Rate (cms). 0.27483 0.26268 0.22538 0.20224 0.19700 0.19124
Unit Runoff (mm/hr).... 199.53194 190.70868 199.54423 179.05540 198.64744 187.62144
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).... 43.00000 43.00000 43.00000 43.00000 43.00000 43.00000
Max Intensity (mm/hr).. 201.24000 201.24000 201.24000 201.24000 201.24000 201.24000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 42.03975 0.00000 42.05550 0.00000 41.98196
Total Losses (mm)...... 0.00000 0.86306 0.00000 0.86094 0.00000 0.86874
Remaining Depth (mm)... 0.00000 0.09719 0.00000 0.08356 0.00000 0.14930
Peak Runoff Rate (cms). 0.00000 0.30179 0.00000 0.14817 0.00000 0.15146
Total Impervious Area
---------------------
Total Runoff Depth (mm) 42.99913 43.15415 43.00290 43.12096 43.01130 43.09647
Peak Runoff Rate (cms). 0.34890 0.00038 0.16235 0.00018 0.06890 0.00021
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 42.99913 43.15415 43.00290 43.12096 43.01130 43.09647
Peak Runoff Rate (cms). 0.34890 0.00038 0.16235 0.00018 0.06890 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) 42.99913 42.04086 43.00290 42.05656 43.01130 41.98308
Peak Runoff Rate (cms). 0.34890 0.30218 0.16235 0.14835 0.06890 0.15167
Unit Runoff (mm/hr).... 189.03219 163.71734 190.10325 168.28542 192.37864 148.80568
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).... 43.00000 43.00000 43.00000 43.00000 43.00000 43.00000
Max Intensity (mm/hr).. 201.24000 201.24000 201.24000 201.24000 201.24000 201.24000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.95246 41.89556 42.06426 0.00000 41.99720
Total Losses (mm)...... 0.00000 0.87079 0.87389 0.85960 0.00000 0.86748
Remaining Depth (mm)... 0.00000 0.17674 0.23055 0.07614 0.00000 0.13531
Peak Runoff Rate (cms). 0.00000 0.16055 0.21486 0.28685 0.00000 0.08808
Total Impervious Area
---------------------
Total Runoff Depth (mm) 43.07191 43.20291 43.12251 43.13424 42.98192 43.10887
Peak Runoff Rate (cms). 0.02223 0.00009 0.00335 0.00035 0.10639 0.00012
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 43.07191 43.20291 43.12251 43.13424 42.98192 43.10887
Peak Runoff Rate (cms). 0.02223 0.00009 0.00335 0.00035 0.10639 0.00012
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 43.07191 41.95296 41.90783 42.06533 42.98192 41.99832
Peak Runoff Rate (cms). 0.02223 0.16064 0.21822 0.28720 0.10639 0.08820
Unit Runoff (mm/hr).... 201.69892 142.22993 132.02175 170.91027 183.90947 152.45648
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N63#1 N63#2 N64#1 N64#2 N66#1 N66#2
Area (hectares)........ 0.42001 0.43001 0.74002 0.75002 1.20003 1.19003
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 43.00000 43.00000 43.00000 43.00000 43.00000 43.00000
Max Intensity (mm/hr).. 201.24000 201.24000 201.24000 201.24000 201.24000 201.24000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 42.08640 0.00000 42.02275 0.00000 42.00132
Total Losses (mm)...... 0.00000 0.85554 0.00000 0.86503 0.00000 0.86712
Remaining Depth (mm)... 0.00000 0.05806 0.00000 0.11223 0.00000 0.13156
Peak Runoff Rate (cms). 0.00000 0.21029 0.00000 0.32814 0.00000 0.50245
Total Impervious Area
---------------------
Total Runoff Depth (mm) 43.02521 43.17184 42.98564 43.13388 42.97919 43.11252
Peak Runoff Rate (cms). 0.22645 0.00025 0.37721 0.00043 0.60520 0.00067
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 43.02521 43.17184 42.98564 43.13388 42.97919 43.11252
Peak Runoff Rate (cms). 0.22645 0.00025 0.37721 0.00043 0.60520 0.00067
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 43.02521 42.08749 42.98564 42.02386 42.97919 42.00243
Peak Runoff Rate (cms). 0.22645 0.21054 0.37721 0.32856 0.60520 0.50313
Unit Runoff (mm/hr).... 195.71651 177.73326 185.04010 159.02563 183.07556 153.47657
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
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).... 43.00000 43.00000 43.00000 43.00000 43.00000 43.00000
Max Intensity (mm/hr).. 201.24000 201.24000 201.24000 201.24000 201.24000 201.24000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 42.02497 0.00000 42.13340 0.00000 42.11237
Total Losses (mm)...... 0.00000 0.86479 0.00000 0.84142 0.00000 0.84900
Remaining Depth (mm)... 0.00000 0.11024 0.00000 0.02519 0.00000 0.03864
Peak Runoff Rate (cms). 0.00000 0.18884 0.00000 0.06854 0.00000 0.10222
Total Impervious Area
---------------------
Total Runoff Depth (mm) 42.99559 43.13635 43.05671 43.26961 43.04098 43.22515
Peak Runoff Rate (cms). 0.21753 0.00024 0.06631 0.00008 0.10945 0.00012
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 42.99559 43.13635 43.05671 43.26961 43.04098 43.22515
Peak Runoff Rate (cms). 0.21753 0.00024 0.06631 0.00008 0.10945 0.00012
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 42.99559 42.02609 43.05671 42.13453 43.04098 42.11348
Peak Runoff Rate (cms). 0.21753 0.18909 0.06631 0.06862 0.10945 0.10233
Unit Runoff (mm/hr).... 188.00576 159.62552 200.59460 191.60758 198.64744 185.73792
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
250.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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| |
200.000 = ################## =
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
150.000 = # # =
| ################# # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
| # # |
100.000 = # # =
| # # |
################## # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
50.000 # # =
# ################## |
# # |
# ################# |
# # |
# # |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
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Full text of sections 2 to 4 (of 6)
Section 2
N : 0.150 to Station 5.2 Max Topwidth : 13.62 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.43E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 1.44 m^2
Max right bank area : 3.48 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.05 m^2
Natural Cross-Section information for Channel L5
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 10.0 meters. Maximum Elevation : 100.98 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.00 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.150 to Station 6.0 Max Topwidth : 15.64 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.63E+01 m
" " : 0.150 Beyond Station 13.9 Max left bank area : 2.88 m^2
Max right bank area : 0.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 12.20 m^2
Natural Cross-Section information for Channel L6
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.2 meters. Maximum Elevation : 100.67 meters.
Main Channel Length : 10.2 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.2 meters. Maximum Section Area : 17.13 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.075 to Station 9.5 Max Topwidth : 17.63 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.81E+01 m
" " : 0.050 Beyond Station 14.0 Max left bank area : 5.82 m^2
Max right bank area : 3.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.70 m^2
Natural Cross-Section information for Channel L7
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 10.5 meters. Maximum Elevation : 100.57 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 28.49 m^2.
Maximum hydraulic radius : 1.26 meters.
Manning N : 0.100 to Station 5.9 Max Topwidth : 22.07 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.27E+01 m
" " : 0.050 Beyond Station 17.0 Max left bank area : 2.52 m^2
Max right bank area : 4.76 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.20 m^2
Natural Cross-Section information for Channel L8
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.99 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 31.45 m^2.
Maximum hydraulic radius : 1.34 meters.
Manning N : 0.100 to Station 6.9 Max Topwidth : 22.84 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.34E+01 m
" " : 0.050 Beyond Station 25.3 Max left bank area : 0.80 m^2
Max right bank area : 0.84 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 29.81 m^2
Natural Cross-Section information for Channel L9
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.75 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.63 m^2.
Maximum hydraulic radius : 0.58 meters.
Manning N : 0.100 to Station 19.3 Max Topwidth : 31.87 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 3.20E+01 m
" " : 0.050 Beyond Station 29.7 Max left bank area : 10.56 m^2
Max right bank area : 0.85 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.22 m^2
Natural Cross-Section information for Channel L10
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.30 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 34.08 m^2.
Maximum hydraulic radius : 1.21 meters.
Manning N : 0.100 to Station 12.5 Max Topwidth : 27.76 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.82E+01 m
" " : 0.100 Beyond Station 19.7 Max left bank area : 7.97 m^2
Max right bank area : 11.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.40 m^2
Natural Cross-Section information for Channel L11
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.40 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 24.31 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.100 to Station 9.4 Max Topwidth : 23.40 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 18.3 Max left bank area : 4.50 m^2
Max right bank area : 5.17 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.64 m^2
Natural Cross-Section information for Channel L12
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.30 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 27.23 m^2.
Maximum hydraulic radius : 1.20 meters.
Manning N : 0.100 to Station 9.0 Max Topwidth : 22.04 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.26E+01 m
" " : 0.050 Beyond Station 20.5 Max left bank area : 3.20 m^2
Max right bank area : 2.75 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.27 m^2
Natural Cross-Section information for Channel L13
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 17.5 meters. Maximum Elevation : 97.98 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.75 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 25.57 m^2.
Maximum hydraulic radius : 0.74 meters.
Manning N : 0.100 to Station 7.9 Max Topwidth : 33.67 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 3.44E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 3.36 m^2
Max right bank area : 3.87 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.34 m^2
Natural Cross-Section information for Channel L14
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 97.89 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 13.80 m^2.
Maximum hydraulic radius : 0.51 meters.
Manning N : 0.075 to Station 4.4 Max Topwidth : 26.90 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 6.4 Max left bank area : 0.47 m^2
Max right bank area : 12.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.17 m^2
Natural Cross-Section information for Channel L15
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 13.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 13.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 13.0 meters. Maximum Section Area : 22.93 m^2.
Maximum hydraulic radius : 0.99 meters.
Manning N : 0.150 to Station 6.5 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.31E+01 m
" " : 0.150 Beyond Station 13.0 Max left bank area : 6.03 m^2
Max right bank area : 7.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.65 m^2
Natural Cross-Section information for Channel L24
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 20.0 meters. Maximum Elevation : 95.89 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.14 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.150 to Station 5.6 Max Topwidth : 18.86 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.97E+01 m
" " : 0.150 Beyond Station 17.6 Max left bank area : 4.14 m^2
Max right bank area : 1.42 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.58 m^2
Natural Cross-Section information for Channel L25
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 16.0 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 33.70 m^2.
Maximum hydraulic radius : 1.56 meters.
Manning N : 0.150 to Station 4.7 Max Topwidth : 20.62 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.16E+01 m
" " : 0.150 Beyond Station 12.6 Max left bank area : 5.47 m^2
Max right bank area : 9.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.45 m^2
Natural Cross-Section information for Channel L26
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 15.0 meters. Maximum Elevation : 95.80 meters.
Main Channel Length : 15.0 meters. Maximum depth : 3.00 meters.
Right Overbank Length : 15.0 meters. Maximum Section Area : 32.14 m^2.
Maximum hydraulic radius : 1.74 meters.
Manning N : 0.150 to Station 5.2 Max Topwidth : 16.49 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.85E+01 m
" " : 0.150 Beyond Station 15.0 Max left bank area : 4.31 m^2
Max right bank area : 2.97 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 24.86 m^2
Natural Cross-Section information for Channel L27
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.5 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 14.5 meters. Maximum depth : 3.50 meters.
Right Overbank Length : 14.5 meters. Maximum Section Area : 59.54 m^2.
Maximum hydraulic radius : 1.93 meters.
Manning N : 0.150 to Station 10.3 Max Topwidth : 28.97 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.09E+01 m
" " : 0.150 Beyond Station 18.8 Max left bank area : 10.14 m^2
Max right bank area : 23.29 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 26.10 m^2
Natural Cross-Section information for Channel L28
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 134.0 meters. Maximum Elevation : 120.20 meters.
Main Channel Length : 134.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 134.0 meters. Maximum Section Area : 59.24 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 54.40 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.46E+01 m
" " : 0.100 Beyond Station 50.0 Max left bank area : 7.20 m^2
Max right bank area : 7.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.80 m^2
Natural Cross-Section information for Channel L29
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 158.0 meters. Maximum Elevation : 110.70 meters.
Main Channel Length : 158.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 158.0 meters. Maximum Section Area : 50.05 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 50.70 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.09E+01 m
" " : 0.100 Beyond Station 48.0 Max left bank area : 2.94 m^2
Max right bank area : 2.21 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.90 m^2
Natural Cross-Section information for Channel L30
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 150.0 meters. Maximum Elevation : 102.10 meters.
Main Channel Length : 150.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 150.0 meters. Maximum Section Area : 48.61 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 42.75 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.32E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 6.05 m^2
Max right bank area : 1.51 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 41.05 m^2
Natural Cross-Section information for Channel L31
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 89.0 meters. Maximum Elevation : 97.00 meters.
Main Channel Length : 89.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 89.0 meters. Maximum Section Area : 44.72 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 41.50 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.19E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 5.00 m^2
Max right bank area : 1.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.47 m^2
Natural Cross-Section information for Channel L32
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 21.0 meters. Maximum Elevation : 95.70 meters.
Main Channel Length : 21.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 21.0 meters. Maximum Section Area : 10.12 m^2.
Maximum hydraulic radius : 0.59 meters.
Manning N : 0.125 to Station 9.3 Max Topwidth : 16.73 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.125 Beyond Station 15.5 Max left bank area : 2.68 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.82 m^2
Natural Cross-Section information for Channel L33
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 10.0 meters. Maximum Elevation : 98.41 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.90 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.46 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.150 to Station 11.8 Max Topwidth : 34.05 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.46E+01 m
" " : 0.150 Beyond Station 16.8 Max left bank area : 6.19 m^2
Max right bank area : 6.37 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.90 m^2
Natural Cross-Section information for Channel L34
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 17.5 meters. Maximum Elevation : 96.05 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 35.88 m^2.
Maximum hydraulic radius : 1.40 meters.
Manning N : 0.125 to Station 4.0 Max Topwidth : 24.90 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 2.56E+01 m
" " : 0.125 Beyond Station 20.5 Max left bank area : 3.49 m^2
Max right bank area : 4.65 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 27.74 m^2
Natural Cross-Section information for Channel L35
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 21.5 meters. Maximum Elevation : 95.93 meters.
Main Channel Length : 21.5 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 21.5 meters. Maximum Section Area : 63.01 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.125 to Station 9.0 Max Topwidth : 37.44 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.82E+01 m
" " : 0.125 Beyond Station 29.4 Max left bank area : 9.39 m^2
Max right bank area : 8.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.38 m^2
Natural Cross-Section information for Channel L36
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 18.0 meters. Maximum Elevation : 96.15 meters.
Main Channel Length : 18.0 meters. Maximum depth : 3.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 83.85 m^2.
Maximum hydraulic radius : 2.18 meters.
Manning N : 0.125 to Station 5.7 Max Topwidth : 37.26 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.85E+01 m
" " : 0.125 Beyond Station 27.9 Max left bank area : 8.03 m^2
Max right bank area : 13.14 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 62.69 m^2
Natural Cross-Section information for Channel W2637
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 95.72 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 33.22 m^2.
Maximum hydraulic radius : 1.37 meters.
Manning N : 0.100 to Station 9.3 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.42E+01 m
" " : 0.100 Beyond Station 13.2 Max left bank area : 9.20 m^2
Max right bank area : 16.38 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.64 m^2
Natural Cross-Section information for Channel L37
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 23.5 meters. Maximum Elevation : 95.83 meters.
Main Channel Length : 23.5 meters. Maximum depth : 3.60 meters.
Right Overbank Length : 23.5 meters. Maximum Section Area : 64.56 m^2.
Maximum hydraulic radius : 2.08 meters.
Manning N : 0.150 to Station 7.2 Max Topwidth : 29.14 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.10E+01 m
" " : 0.150 Beyond Station 18.1 Max left bank area : 15.49 m^2
Max right bank area : 14.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 34.81 m^2
Natural Cross-Section information for Channel L38
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 14.0 meters. Maximum Elevation : 94.05 meters.
Main Channel Length : 14.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 23.65 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.150 to Station 25.5 Max Topwidth : 22.36 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.28E+01 m
" " : 0.150 Beyond Station 34.8 Max left bank area : 7.14 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.61 m^2
Natural Cross-Section information for Channel L39
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 10.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 4.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 102.10 m^2.
Maximum hydraulic radius : 1.89 meters.
Manning N : 0.150 to Station 21.0 Max Topwidth : 53.20 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.40E+01 m
" " : 0.150 Beyond Station 35.5 Max left bank area : 31.77 m^2
Max right bank area : 18.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 52.07 m^2
Natural Cross-Section information for Channel L41
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 54.5 meters. Maximum Elevation : 93.53 meters.
Main Channel Length : 54.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 54.5 meters. Maximum Section Area : 27.51 m^2.
Maximum hydraulic radius : 1.05 meters.
Manning N : 0.150 to Station 22.2 Max Topwidth : 25.25 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.62E+01 m
" " : 0.150 Beyond Station 34.5 Max left bank area : 4.58 m^2
Max right bank area : 2.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.54 m^2
Natural Cross-Section information for Channel 4243
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 93.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 38.48 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.150 to Station 29.5 Max Topwidth : 37.34 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 3.77E+01 m
" " : 0.150 Beyond Station 36.0 Max left bank area : 19.72 m^2
Max right bank area : 7.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.38 m^2
Natural Cross-Section information for Channel 4344
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 50.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 36.14 m^2.
Maximum hydraulic radius : 1.12 meters.
Manning N : 0.100 to Station 30.0 Max Topwidth : 31.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 3.23E+01 m
" " : 0.150 Beyond Station 35.4 Max left bank area : 21.11 m^2
Max right bank area : 5.31 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.72 m^2
Natural Cross-Section information for Channel 6869
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 20.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 68.81 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.050 to Station 22.8 Max Topwidth : 63.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 6.37E+01 m
" " : 0.050 Beyond Station 41.8 Max left bank area : 7.78 m^2
Max right bank area : 22.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.29 m^2
Natural Cross-Section information for Channel 4445
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 33.0 meters. Maximum Elevation : 92.54 meters.
Main Channel Length : 33.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 45.62 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.080 to Station 4.6 Max Topwidth : 26.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 2.76E+01 m
" " : 0.100 Beyond Station 34.4 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.62 m^2
Natural Cross-Section information for Channel 4546
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 25.0 meters. Maximum Elevation : 91.88 meters.
Main Channel Length : 25.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 31.80 m^2.
Maximum hydraulic radius : 1.42 meters.
Manning N : 0.080 to Station 20.4 Max Topwidth : 21.43 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.24E+01 m
" " : 0.080 Beyond Station 24.1 Max left bank area : 21.27 m^2
Max right bank area : 2.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.00 m^2
Natural Cross-Section information for Channel 4647
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.21 m^2.
Maximum hydraulic radius : 1.28 meters.
Manning N : 0.080 to Station 11.2 Max Topwidth : 19.45 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.05E+01 m
" " : 0.080 Beyond Station 19.6 Max left bank area : 3.07 m^2
Max right bank area : 5.09 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.06 m^2
Natural Cross-Section information for Channel 4754
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 31.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 31.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 31.0 meters. Maximum Section Area : 43.02 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 21.5 Max Topwidth : 31.99 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.24E+01 m
" " : 0.050 Beyond Station 30.0 Max left bank area : 11.29 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.94 m^2
Natural Cross-Section information for Channel 4849
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 12.0 meters. Maximum Elevation : 92.61 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 29.93 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.060 to Station 21.7 Max Topwidth : 31.21 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.15E+01 m
" " : 0.060 Beyond Station 30.0 Max left bank area : 6.62 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.20 m^2
Natural Cross-Section information for Channel 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 8.0101 20.0254 475.0000
N2 5.5141 13.7854 0.0000
N3 24.1833 50.0000 0.0000
N4 15.4185 38.5462 0.0000
N5 50.0000 50.0000 0.0000
N6 50.0000 50.0000 0.0000
N7 50.0000 50.0000 0.0000
N8 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N11 32.0617 50.0000 0.0000
N12 39.8490 50.0000 0.0000
N13 40.6865 50.0000 0.0000
N14 30.1592 50.0000 0.0000
N15 6.0146 15.0366 0.0000
N24 7.7143 19.2857 0.0000
N25 27.4688 50.0000 0.0000
N26 20.9447 50.0000 0.0000
N27 40.3214 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N32 30.7428 50.0000 0.0000
N33 36.3006 50.0000 0.0000
N34 24.5561 50.0000 0.0000
N35 33.4227 50.0000 0.0000
N36 24.8098 50.0000 0.0000
N37 26.2934 50.0000 0.0000
N38 23.1637 50.0000 0.0000
N39 38.2981 50.0000 0.0000
N41 19.2124 48.0309 0.0000
N42 20.1162 50.0000 0.0000
N43 35.9014 50.0000 0.0000
N44 35.7776 50.0000 0.0000
N45 32.8296 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 32.3573 50.0000 0.0000
N47 27.5002 50.0000 0.0000
N48 49.1206 50.0000 0.0000
N49 33.1904 50.0000 0.0000
N50 40.2126 50.0000 0.0000
N51 22.9767 50.0000 0.0000
N52 19.9415 49.8538 0.0000
N53 17.0212 42.5529 0.0000
N54 19.6189 49.0472 0.0000
N55 0.6691 1.6727 20225.0000
N56 1.0134 2.5336 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 33.5185 50.0000 0.0000
N62 25.1576 50.0000 0.0000
N63 0.4823 1.2057 885.0000
N64 20.9172 50.0000 0.0000
N65 31.8897 50.0000 0.0000
N66 27.1826 50.0000 0.0000
N67 10.4677 26.1692 0.0000
N68 7.7992 19.4981 0.0000
D1 12.1878 30.4696 0.0000
N60.7 16.1130 40.2826 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 3.8135 3.8135 10.6140 0.0833 -0.0092 0.0923 Normal Soln
L2 4.1605 4.1605 12.5307 0.0000 -0.0083 0.0670 Normal Soln
L3 6.2947 6.2947 28.7383 0.0000 -0.0101 0.0980 Normal Soln
L4 5.7231 5.7231 24.3587 0.0000 -0.0133 0.2726 Normal Soln
L5 3.5654 3.5654 14.3577 0.0000 0.0091 0.3279 Normal Soln
L6 3.7660 3.7660 19.8777 0.0000 0.0118 0.0521 Normal Soln
L7 3.5668 3.5668 50.0000 5.8333 0.0188 0.0376 Normal Soln
L8 3.0380 3.0380 50.0000 234.9167 0.0302 0.0472 Normal Soln
L9 5.5899 5.5899 21.4388 0.0000 -0.0109 0.8154 Normal Soln
L10 3.9669 3.9669 25.0099 6.9167 0.0145 0.0194 Normal Soln
L11 6.0116 6.0116 50.0000 0.0000 0.0696 0.0493 Normal Soln
L12 5.1865 5.1865 50.0000 0.0000 0.1131 0.0453 Normal Soln
L13 5.7356 5.7356 50.0000 0.0000 0.1126 0.0987 Normal Soln
L14 4.2606 4.2606 13.8206 0.0000 0.0685 1.6795 Normal Soln
L15 5.1082 5.1082 22.3759 0.0000 0.0911 0.1499 Normal Soln
L24 7.7326 7.7326 26.8057 0.0000 0.0520 0.1313 Normal Soln
L25 5.4785 5.4785 23.2995 0.0000 0.0637 0.0819 Normal Soln
L26 4.5552 4.5552 14.2372 0.0000 0.0467 0.1988 Normal Soln
L27 4.6517 4.6517 15.2921 0.0000 0.0644 0.0190 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0062 0.0119 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0075 0.0309 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0117 0.0347 Normal Soln
L31 37.5389 37.5389 50.0000 0.0000 0.0216 0.0756 Normal Soln
L32 6.8422 6.8422 22.6666 0.0000 0.0145 0.6044 Normal Soln
L33 6.6226 6.6226 26.4491 0.0000 -0.0046 0.0674 Normal Soln
L34 6.8191 6.8191 50.0000 0.0000 0.0203 0.2522 Normal Soln
L35 9.4324 9.4324 30.1370 0.0000 0.0232 0.0457 Normal Soln
L36 6.2384 6.2384 12.3349 0.0000 0.0298 0.0115 Normal Soln
W2637 11.5611 11.5611 50.0000 0.0000 0.0009 0.0011 Normal Soln
L37 8.3027 8.3027 41.3031 0.0000 0.0240 0.0269 Normal Soln
L38 4.3939 4.3939 16.0175 0.0000 0.0539 0.6890 Normal Soln
L39 3.0740 3.0740 12.4502 0.0000 -0.0533 0.0635 Normal Soln
L41 16.5807 16.5807 50.0000 0.0000 0.0515 0.5684 Normal Soln
4243 21.6940 21.6940 50.0000 0.0000 0.0454 0.2465 Normal Soln
4344 17.4569 17.4569 50.0000 0.0000 0.0423 0.2206 Normal Soln
6869 6.1450 6.1450 40.2318 0.0000 0.0141 0.2795 Normal Soln
4445 10.5116 10.5116 50.0000 0.0000 0.0448 0.1625 Normal Soln
4546 7.7832 7.7832 23.8830 0.0000 0.0486 0.1477 Normal Soln
4647 5.5615 5.5615 18.3009 0.0000 0.0481 0.7104 Normal Soln
4754 9.8589 9.8589 36.8077 0.0000 0.0483 0.1961 Normal Soln
4849 5.2212 5.2212 13.0392 0.0000 0.0068 0.0372 Normal Soln
5051 7.4416 7.4416 19.7207 0.0000 -0.0087 0.0763 Normal Soln
5253 6.3802 6.3802 11.5151 0.0000 -0.0230 0.0627 Normal Soln
5354 9.1147 9.1147 50.0000 0.0000 -0.0312 0.0527 Normal Soln
5462 3.3272 3.3272 43.9655 0.0000 0.0498 0.1206 Normal Soln
5657 7.9342 7.9342 14.0246 0.0000 -0.0037 0.0034 Normal Soln
5758 47.1797 47.1797 50.0000 0.0000 0.0024 0.0039 Normal Soln
5859 9.7007 9.7007 24.1752 0.0000 0.0036 0.0462 Normal Soln
5960 10.1744 10.1744 24.3553 0.0000 0.0031 0.0403 Normal Soln
6061 7.2135 7.2135 30.3168 0.0000 0.0047 0.0203 Normal Soln
6162 10.1827 10.1827 21.6042 0.0000 0.0046 0.0167 Normal Soln
6465 10.4096 10.4096 34.3612 0.0000 0.0290 0.1392 Normal Soln
6566 10.6175 10.6175 46.7580 0.0000 0.0405 0.2171 Normal Soln
6667 14.8494 14.8494 50.0000 0.0000 0.0213 0.2674 Normal Soln
L595 1.6194 1.6194 42.6530 0.0000 -0.0658 0.2837 Normal Soln
L598 1.9339 1.9339 6.0567 10.3333 -0.0029 0.7817 Normal Soln
5556ova 6.9424 6.9424 11.0030 0.0000 -0.0029 0.0706 Normal Soln
5556unda 3.0575 3.0575 8.1021 0.0000 -0.0077 2.0655 Normal Soln
5663ova 41.0671 41.0671 50.0000 0.0000 -0.0033 0.0955 Normal Soln
5663und 15.0829 15.0829 38.4961 0.0000 0.0057 2.2599 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0099 0.0063 Normal Soln
6364und 14.7083 14.7083 28.0996 0.0000 -0.0772 4.4946 Normal Soln
6264ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6264und 1.1958 1.1958 2.8250 33.2500 0.0072 1.8307 Normal Soln
6768ova 5.2587 5.2587 12.1592 0.0000 0.0089 0.2123 Normal Soln
6768und 1.4970 1.4970 4.2012 68.6667 0.0074 1.3974 Normal Soln
4950ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4950und 2.4394 2.4394 8.6246 0.0000 0.0030 0.6767 Normal Soln
5152ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5152und 2.1490 2.1490 6.8285 0.0000 -0.0074 0.4100 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...................................L12
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.02 / 102.85/ N2/ 0.01 / 101.72/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.57 / 97.27/ N12/ 1.17 / 97.27/
N13/ 1.77 / 97.27/ N14/ 2.32 / 97.27/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.00 / 113.50/
N30/ 0.01 / 105.51/ N31/ 0.07 / 97.57/ N32/ 0.14 / 94.94/
N33/ 0.01 / 97.52/ N34/ 0.06 / 94.13/ N35/ 0.13 / 94.10/
N36/ 0.05 / 93.03/ N37/ 0.05 / 92.36/ N38/ 0.19 / 92.19/
N39/ 0.21 / 92.19/ N41/ 0.10 / 91.98/ N42/ 0.11 / 91.59/
N43/ 0.12 / 90.77/ N44/ 0.08 / 90.08/ N45/ 0.12 / 89.82/
N69/ 0.07 / 87.75/ N46/ 0.13 / 89.47/ N47/ 0.12 / 89.44/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.35/ N50/ 0.00 / 90.33/
N51/ 0.00 / 89.96/ N52/ 0.01 / 89.94/ N53/ 0.00 / 89.53/
N54/ 0.09 / 89.27/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.00 / 90.50/ N62/ 0.01 / 88.93/
N63/ 0.00 / 95.75/ N64/ 0.12 / 88.75/ N65/ 0.14 / 88.22/
N66/ 0.21 / 87.99/ N67/ 0.38 / 87.99/ N68/ 0.09 / 87.93/
D1/ 0.02 / 88.77/ 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/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02*/ 4344/ 0.02 / 6869/ 0.02 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 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/ 0.02 /
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/ 0.02 /
4950ova/ 0.00 / 4950und/ 0.00 / 5152ova/ 0.00 /
5152und/ 0.00*/ FREE # 1/ 0.02 /
Conduit/ Velocity
L1/ 0.09 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.15 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.07 / L26/ 0.08 /
L27/ 0.03 / L28/ 0.06 / L29/ 0.03 /
L30/ 0.05 / L31/ 0.08 / L32/ 0.21 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.23 /
L36/ 0.37 / W2637/ 0.00 / L37/ 0.07 /
L38/ 0.07 / L39/ -0.04 / L41/ 0.13 /
4243/ 0.18 / 4344/ 0.22 / 6869/ 0.10 /
4445/ 0.11 / 4546/ 0.36 / 4647/ 0.11 /
4754/ 0.21 / 4849/ 0.06 / 5051/ 0.04 /
5253/ 0.08 / 5354/ 0.01 / 5462/ 0.10 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.02 /
5960/ 0.02 / 6061/ 0.02 / 6162/ 0.04 /
6465/ 0.33 / 6566/ 0.16 / 6667/ 0.03 /
L595/ 0.08 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.29 / 5663ova/ 0.00 / 5663und/ 0.26 /
6364ova/ 0.00 / 6364und/ 0.01 / 6264ova/ 0.00 /
6264und/ 0.34 / 6768ova/ 0.00 / 6768und/ 0.50 /
4950ova/ 0.00 / 4950und/ 0.05 / 5152ova/ 0.00 /
5152und/ 0.03 /
Conduit/ Width
L1/ 0.08 / L2/ 0.10 / L3/ 0.13 /
L4/ 0.84 / L5/ 2.86 / L6/ 5.12 /
L7/ 10.76 / L8/ 16.93 / L9/ 1.92 /
L10/ 5.84 / L11/ 10.40 / L12/ 12.59 /
L13/ 13.19 / L14/ 0.45 / L15/ 4.17 /
L24/ 0.89 / L25/ 1.16 / L26/ 0.88 /
L27/ 1.38 / L28/ 0.18 / L29/ 0.42 /
L30/ 2.18 / L31/ 2.00 / L32/ 0.80 /
L33/ 0.06 / L34/ 3.98 / L35/ 0.69 /
L36/ 0.44 / W2637/ 0.01 / L37/ 1.64 /
L38/ 2.20 / L39/ 2.33 / L41/ 1.95 /
4243/ 1.44 / 4344/ 1.34 / 6869/ 2.18 /
4445/ 2.33 / 4546/ 0.69 / 4647/ 2.20 /
4754/ 1.37 / 4849/ 0.21 / 5051/ 0.19 /
5253/ 0.16 / 5354/ 1.22 / 5462/ 2.48 /
5657/ 0.37 / 5758/ 0.22 / 5859/ 0.06 /
5960/ 0.09 / 6061/ 0.11 / 6162/ 0.04 /
6465/ 0.84 / 6566/ 1.27 / 6667/ 4.10 /
L595/ 3.01 / L598/ 1.20 / 5556ova/ 0.02 /
5556unda/ 0.15 / 5663ova/ 0.07 / 5663und/ 0.15 /
6364ova/ 0.02 / 6364und/ 0.27 / 6264ova/ 0.00 /
6264und/ 0.54 / 6768ova/ 0.04 / 6768und/ 0.50 /
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/ 0.57 / N12/ 1.17 /
N13/ 1.77 / N14/ 2.32 / N15/ 2.72 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.01 / N31/ 0.07 / N32/ 0.14 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.13 /
N36/ 0.06 / N37/ 0.06 / N38/ 0.19 /
N39/ 0.21 / N41/ 0.10 / N42/ 0.11 /
N43/ 0.12 / N44/ 0.08 / N45/ 0.12 /
N69/ 0.07 / N46/ 0.14 / N47/ 0.12 /
N48/ 0.01 / N49/ 0.06 / 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/ 0.00 / N62/ 0.01 /
N63/ 1.26 / N64/ 0.12 / N65/ 0.14 /
N66/ 0.21 / N67/ 0.38 / N68/ 0.10 /
D1/ 0.02 / N60.7/ 0.10 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.28 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.73 / N12/ 12.73 /
N13/ 12.73 / N14/ 12.73 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.50 /
N30/ 4.49 / N31/ 12.43 / N32/ 15.06 /
N33/ 12.48 / N34/ 15.87 / N35/ 15.90 /
N36/ 16.97 / N37/ 17.64 / N38/ 17.81 /
N39/ 17.81 / N41/ 18.02 / N42/ 18.41 /
N43/ 19.23 / N44/ 19.92 / N45/ 20.18 /
N69/ 22.25 / N46/ 20.53 / N47/ 10.56 /
N48/ 8.41 / N49/ 8.65 / N50/ 8.67 /
N51/ 9.04 / N52/ 9.06 / N53/ 9.47 /
N54/ 9.73 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.50 / N62/ 10.07 /
N63/ 3.25 / N64/ 10.25 / N65/ 10.78 /
N66/ 11.01 / N67/ 11.01 / N68/ 11.07 /
D1/ 21.23 / N60.7/ 9.40 /
Junction/ Max Volume
N1/ 0.76 / N2/ 0.60 / N3/ 0.68 /
N4/ 0.91 / N5/ 0.87 / N6/ 0.70 /
N7/ 1.24 / N8/ 1.77 / N9/ 2.20 /
N10/ 1.87 / N11/ 0.92 / N12/ 1.52 /
N13/ 2.12 / N14/ 2.67 / N15/ 0.44 /
N24/ 0.64 / N25/ 0.59 / N26/ 0.97 /
N27/ 0.55 / N28/ 0.30 / N29/ 0.40 /
N30/ 0.38 / N31/ 0.65 / N32/ 0.99 /
N33/ 0.37 / N34/ 0.88 / N35/ 0.91 /
N36/ 0.67 / N37/ 0.89 / N38/ 1.18 /
N39/ 1.14 / N41/ 1.11 / N42/ 1.14 /
N43/ 1.05 / N44/ 0.87 / N45/ 1.09 /
N69/ 1.39 / N46/ 1.37 / N47/ 1.37 /
N48/ 0.37 / N49/ 0.33 / N50/ 0.35 /
N51/ 0.72 / N52/ 0.75 / N53/ 1.15 /
N54/ 1.50 / N55/ 1.08 / N56/ 1.14 /
N57/ 0.02 / N58/ 0.14 / N59/ 0.18 /
N60/ 0.11 / N61/ 0.46 / N62/ 1.76 /
N63/ 1.31 / N64/ 1.02 / N65/ 1.53 /
N66/ 1.82 / N67/ 1.98 / N68/ 1.39 /
D1/ 1.93 / 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/ 0.56 / L6/ 1.84 /
L7/ 6.61 / L8/ 14.33 / L9/ 0.03 /
L10/ 2.58 / L11/ 4.97 / L12/ 9.55 /
L13/ 11.73 / L14/ 0.03 / L15/ 0.30 /
L24/ 0.03 / L25/ 0.06 / L26/ 0.05 /
L27/ 0.14 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.16 / L31/ 0.12 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.25 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.23 / L39/ 0.36 / L41/ 0.12 /
4243/ 0.09 / 4344/ 0.08 / 6869/ 0.20 /
4445/ 0.15 / 4546/ 0.05 / 4647/ 0.16 /
4754/ 0.09 / 4849/ 0.01 / 5051/ 0.01 /
5253/ 0.01 / 5354/ 0.10 / 5462/ 0.19 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.06 / 6566/ 0.12 / 6667/ 0.64 /
L595/ 0.22 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.01 / 6264ova/ 0.00 /
6264und/ 0.03 / 6768ova/ 0.00 / 6768und/ 0.02 /
4950ova/ 0.00 / 4950und/ 0.01 / 5152ova/ 0.00 /
5152und/ 0.01 /
Conduit/ Final Volume
L1/ 0.03 / L2/ 0.04 / L3/ 0.08 /
L4/ 1.33 / L5/ 5.62 / L6/ 18.81 /
L7/ 69.46 / L8/ 143.27 / L9/ 0.29 /
L10/ 25.78 / L11/ 81.99 / L12/ 157.65 /
L13/ 205.35 / L14/ 0.26 / L15/ 3.90 /
L24/ 0.69 / L25/ 0.93 / L26/ 0.79 /
L27/ 2.10 / L28/ 1.69 / L29/ 4.84 /
L30/ 24.63 / L31/ 10.89 / L32/ 1.03 /
L33/ 0.01 / L34/ 4.41 / L35/ 1.02 /
L36/ 0.54 / W2637/ 0.00 / L37/ 3.88 /
L38/ 3.24 / L39/ 3.57 / L41/ 6.72 /
4243/ 5.35 / 4344/ 3.77 / 6869/ 4.03 /
4445/ 5.08 / 4546/ 1.21 / 4647/ 3.21 /
4754/ 2.64 / 4849/ 0.11 / 5051/ 0.28 /
5253/ 0.15 / 5354/ 2.96 / 5462/ 2.23 /
5657/ 0.00 / 5758/ 0.17 / 5859/ 0.04 /
5960/ 0.04 / 6061/ 0.02 / 6162/ 0.04 /
6465/ 1.89 / 6566/ 4.22 / 6667/ 32.18 /
L595/ 1.35 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.01 / 5663ova/ 0.00 / 5663und/ 0.05 /
6364ova/ 0.00 / 6364und/ 1.64 / 6264ova/ 0.00 /
6264und/ 0.50 / 6768ova/ 0.00 / 6768und/ 0.37 /
4950ova/ 0.00 / 4950und/ 0.07 / 5152ova/ 0.00 /
5152und/ 0.11 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.29 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.04 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.02 /
L27/ 0.05 / L28/ 0.00 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.05 /
L36/ 0.02 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.05 / 4344/ 0.05 / 6869/ 0.07 /
4445/ 0.05 / 4546/ 0.06 / 4647/ 0.06 /
4754/ 0.05 / 4849/ 0.00 / 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/ 0.14 /
L595/ 0.01 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.03 / 6264ova/ 0.00 /
6264und/ 0.04 / 6768ova/ 0.00 / 6768und/ 0.04 /
4950ova/ 0.00 / 4950und/ 0.00 / 5152ova/ 0.00 /
5152und/ 0.00 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.72 L2/ 101.72/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.27 L11/ 97.27/ 97.27 L12/ 97.27/ 97.27/
L13/ 97.27/ 97.27 L14/ 97.27/ 97.18 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.19 L28/ 120.51/ 113.50 L29/ 113.50/ 105.51/
L30/ 105.51/ 97.57 L31/ 97.57/ 94.94 L32/ 94.94/ 94.13/
L33/ 97.52/ 97.12 L34/ 94.13/ 94.10 L35/ 94.10/ 93.03/
L36/ 93.03/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.19/
L38/ 92.19/ 92.19 L39/ 92.18/ 92.19 L41/ 91.98/ 91.59/
4243/ 91.59/ 90.77 4344/ 90.77/ 90.08 6869/ 87.93/ 87.75/
4445/ 90.08/ 89.82 4546/ 89.82/ 89.47 4647/ 89.47/ 89.44/
4754/ 89.44/ 89.27 4849/ 90.59/ 90.41 5051/ 90.33/ 90.07/
5253/ 89.94/ 89.53 5354/ 89.53/ 89.27 5462/ 89.27/ 88.93/
5657/ 99.23/ 99.23 5758/ 99.23/ 92.44 5859/ 92.44/ 91.60/
5960/ 91.60/ 91.16 6061/ 91.16/ 90.70 6162/ 90.50/ 88.93/
6465/ 88.75/ 88.22 6566/ 88.22/ 87.99 6667/ 87.99/ 87.99/
L595/ 88.93/ 88.77 L598/ 90.60/ 90.50 5556ova/ 98.41/ 98.41/
5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75 5663und/ 98.41/ 97.00/
6364ova/ 88.75/ 88.75 6364und/ 95.75/ 88.75 6264ova/ 88.75/ 88.75/
6264und/ 88.77/ 88.75 6768ova/ 87.93/ 87.93 6768und/ 87.99/ 87.93/
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........ 11454
Total number of time steps during simulation.... 10280
Ratio of actual # of time steps / NTCYC......... 2.380
Average number of iterations per time step...... 1.114
Average time step size(seconds)................ 2.101
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.075
Average minimum implicit time step (sec)........ 2.822
Average minimum junction time step (sec)........ 2.822
Average Courant Factor Tf....................... 2.822
Number of times omega reduced................... 225
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N1 0 1.16 11882 2 15 1 0 0
N2 0 1.15 11811 3 10 1 0 0
N3 0 1.16 11887 0 8 0 0 0
N4 0 1.16 11905 0 7 0 0 0
N5 0 1.30 13344 0 12 1 0 0
N6 0 1.47 15136 0 11 1 0 0
N7 0 2.18 22392 0 13 10 0 0
N8 0 3.01 30935 107 17 88 0 0
N9 0 2.42 24859 43 14 42 0 0
N10 0 1.14 11731 0 7 0 0 0
N11 0 1.71 17533 0 31 1 1 0
N12 0 2.45 25197 2 13 1 0 0
N13 0 2.79 28697 1 10 1 0 0
N14 0 2.27 23327 1 10 1 0 0
N15 0 1.15 11807 0 7 0 0 0
N24 0 1.16 11943 0 14 1 0 0
N25 0 1.15 11777 0 6 0 0 0
N26 0 1.24 12750 1 10 1 0 0
N27 0 1.17 12040 0 7 0 0 0
N28 0 1.07 10997 0 6 0 0 0
N29 0 1.14 11695 1 13 1 0 0
N30 0 1.15 11822 0 14 2 0 0
N31 0 1.09 11158 0 15 2 0 0
N32 0 1.13 11659 0 7 0 0 0
N33 0 1.15 11835 0 7 0 0 0
N34 0 1.16 11970 1 11 1 0 0
N35 0 1.24 12743 0 7 0 0 0
N36 0 1.12 11554 0 6 0 0 0
N37 0 1.19 12209 0 8 0 0 0
N38 0 1.25 12825 0 19 1 0 0
N39 0 1.14 11704 0 9 0 0 0
N41 0 1.19 12211 0 9 0 0 0
N42 0 1.19 12217 2 18 1 0 0
N43 0 1.19 12224 0 7 0 0 0
N44 0 1.17 12021 0 7 0 0 0
N45 0 1.17 12039 0 6 0 0 0
N69 0 1.28 13174 5 9 0 0 0
N46 0 1.21 12479 0 7 0 0 0
N47 0 1.19 12282 0 6 0 0 0
N48 0 1.12 11556 0 7 0 0 0
N49 0 1.27 13050 0 11 1 0 0
N50 0 1.27 13060 0 7 0 0 0
N51 0 1.52 15659 0 8 0 0 0
N52 0 1.50 15434 0 7 0 0 0
N53 0 1.80 18516 0 11 1 0 0
N54 0 1.89 19406 0 15 2 0 0
N55 0 1.15 11788 1 7 0 0 0
N56 0 1.26 12954 9 13 3 0 0
N57 0 1.05 10782 0 5 0 0 0
N58 0 1.10 11330 0 30 1 1 0
N59 0 1.15 11833 0 14 1 0 0
N60 0 1.15 11864 0 7 0 0 0
N61 0 1.11 11453 0 6 0 0 0
N62 0 2.20 22624 0 8 0 0 0
N63 0 1.39 14330 14 26 61 1 0
N64 0 1.25 12876 1 25 37 1 0
N65 0 1.16 11936 0 7 0 0 0
N66 0 1.26 12918 0 6 0 0 0
N67 0 1.38 14161 2 8 0 0 0
N68 0 1.29 13309 1 7 0 0 0
D1 0 1.87 19209 27 9 0 0 0
N60.7 0 1.20 12374 1 13 1 0 0
Total number of iterations for all junctions.. 884193
Minimum number of possible iterations......... 637360
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 103.5887 0 15 0.0000 6.4113 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.3064 0 15 0.0000 7.6936 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.0623 0 15 0.0000 8.9377 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.3732 0 15 0.0000 9.6268 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.9106 0 15 0.0000 10.0894 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5567 0 15 0.0000 10.4433 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5680 0 15 0.0000 10.4320 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5696 0 15 0.0000 10.4304 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5699 0 15 0.0000 10.4301 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8722 0 16 0.0000 11.1278 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6169 0 15 0.0000 12.3831 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6183 0 15 0.0000 12.3817 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6187 0 15 0.0000 12.3813 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6195 0 15 0.0000 12.3805 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.9046 0 16 0.0000 15.0954 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.6742 0 16 0.0000 15.3258 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.1838 0 15 0.0000 15.8162 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.8177 0 16 0.0000 16.1823 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.2942 0 16 0.0000 16.7058 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8004 0 16 0.0000 9.1996 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.8967 0 16 0.0000 6.1033 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.8832 0 19 0.0000 4.1168 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.1540 0 18 0.0000 11.8460 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.7913 0 20 0.0000 14.2087 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8760 0 15 0.0000 12.1240 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.9466 0 20 0.0000 15.0534 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.8775 0 21 0.0000 15.1225 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6520 0 21 0.0000 16.3480 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.1970 0 18 0.0000 16.8030 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.1806 0 18 0.0000 16.8194 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.1159 0 18 0.0000 16.8841 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 92.9919 0 18 0.0000 17.0081 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.6209 0 19 0.0000 17.3791 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.7005 0 21 0.0000 18.2995 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 90.8729 0 22 0.0000 19.1271 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.7887 0 28 0.0000 19.2113 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.0675 0 36 0.0000 20.9325 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.7110 0 31 0.0000 19.2890 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.6867 0 31 0.0000 9.3133 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.9509 0 15 0.0000 8.0491 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.4100 90.6807 0 31 0.0000 8.3193 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.3300 90.6782 0 31 0.0000 8.3218 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.6774 0 31 0.0000 8.3226 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.6768 0 31 0.0000 8.3232 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.6768 0 31 0.0000 8.3232 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.6766 0 31 0.0000 8.3234 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0027 0 15 0.0000 9.9973 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5423 0 15 0.0000 10.4577 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2460 0 15 0.0000 10.7540 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5840 0 16 0.0000 6.4160 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7788 0 15 0.0000 7.2212 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2731 0 15 0.0000 7.7269 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.9552 0 16 0.0000 8.0448 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.6760 0 31 0.0000 8.3240 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0594 0 15 0.0000 1.9406 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.6469 0 34 0.0000 9.3531 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.6110 0 35 0.0000 9.3890 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.5959 0 35 0.0000 9.4041 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.5875 0 35 0.0000 9.4125 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.2279 0 36 0.0000 9.7721 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.6760 0 31 0.0000 19.3240 1.0000 0.0000 0.0000 0.0000
N60.7 100.0000 91.7000 91.0448 0 16 0.0000 8.9552 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 1.0533 0 15 0.9893 0 15 0.0443 103.5887 102.3064 .3793 .2982
L2 31.3792 2.1255 2000.000 1.0478 0 15 0.8781 0 15 0.0334 102.3064 101.0623 .2982 .3412
L3 21.1637 1.3610 2000.000 1.0368 0 15 0.5567 0 15 0.0490 101.0623 100.3732 .3411 .4566
L4 14.8201 1.0611 2000.000 2.0107 0 15 0.6568 0 15 0.1357 100.3732 99.9106 .4566 .4353
L5 14.1212 0.8828 2000.000 1.9976 0 15 0.6965 0 15 0.1415 99.9106 99.5566 .4353 .3483
L6 107.6004 6.2328 2000.000 1.9932 0 15 0.5133 0 15 0.0185 99.5567 99.5680 .3483 .6190
L7 212.9831 7.4760 2500.000 1.9898 0 15 0.1891 0 15 0.0093 99.5680 99.5696 .4952 .7078
L8 226.7844 7.2108 2500.000 2.2542 0 15 0.1118 0 15 0.0099 99.5696 99.5699 .7078 .8800
L9 5.4768 0.2939 750.0000 2.2279 0 15 0.4664 0 16 0.4068 99.5699 99.3946 .4665 .2461
L10 230.8083 6.4967 2000.000 2.2278 0 16 0.3998 0 16 0.0097 98.8722 97.6169 .0861 .4584
L11 134.5580 5.4503 2000.000 2.2487 0 16 0.2426 0 16 0.0167 97.6169 97.6183 .4584 .7592
L12 167.9513 6.1300 2500.000 2.2644 0 16 0.1572 0 16 0.0135 97.6183 97.6187 .6073 .8475
L13 106.1819 4.1062 2750.000 3.1105 0 15 0.1799 0 15 0.0293 97.6187 97.6195 .7704 .9707
L14 3.7006 0.2681 800.0000 3.1033 0 15 0.7236 0 15 0.8386 97.6195 97.5267 .5994 .4958
L15 41.4767 1.7798 1500.000 3.1003 0 16 0.5810 0 15 0.0747 94.9046 94.6742 .2964 .4295
L24 46.8109 1.7908 2000.000 3.0719 0 16 0.7462 0 16 0.0656 94.6742 94.1838 .3221 .2969
L25 97.5504 2.8658 2500.000 3.9948 0 15 0.6867 0 15 0.0410 94.1838 93.8177 .2375 .3871
L26 39.8090 1.2386 3000.000 3.9562 0 16 1.0536 0 16 0.0994 93.8176 93.2942 .3225 .1847
L27 416.5903 6.9969 3500.000 3.9527 0 16 0.9485 0 12 0.0095 93.2942 93.1806 .1584 .3373
Section 4
L28 142.9406 2.4129 2000.000 0.8476 0 16 0.6565 0 15 0.0059 120.8004 113.8967 .1502 .1984
L29 111.2914 2.2238 2000.000 1.7052 0 17 0.9732 0 17 0.0153 113.8967 105.8832 .1984 .1916
L30 121.4510 2.4983 2000.000 2.1111 0 19 0.7104 0 20 0.0174 105.8832 98.1540 .1916 .3270
L31 81.3908 1.8198 2000.000 3.0806 0 18 0.5639 0 14 0.0378 98.1540 95.7913 .3270 .4957
L32 10.6189 1.0497 1500.000 3.1963 0 21 0.9287 0 21 0.3010 95.7913 94.9466 .6609 .5844
L33 13.2107 0.8025 900.0000 0.4219 0 15 0.3781 0 15 0.0319 97.8760 97.3206 .4067 .2229
L34 27.1462 0.7567 2000.000 3.3538 0 20 0.3235 0 17 0.1235 94.9466 94.8775 .4383 .4537
L35 151.1332 2.3985 2800.000 3.3706 0 21 0.7151 0 21 0.0223 94.8775 93.6520 .3241 .2400
L36 604.2278 7.2058 3400.000 3.4706 0 21 1.4628 0 12 0.0057 93.6520 93.1970 .1976 .2609
W2637 41.0450 1.2356 2000.000 0.0226 0 16 0.1365 0 16 0.0005 93.8176 93.6362 .0488 .0081
L37 268.7941 4.1638 3600.000 3.5912 0 21 0.5690 0 26 0.0134 93.1970 93.1806 .2464 .3279
L38 20.3679 0.8611 2000.000 7.0117 0 17 0.8740 0 15 0.3443 93.1806 93.1159 .5903 .5679
L39 220.6626 2.1612 4000.000 -6.9758 0 17 -0.8033 0 16 -0.0316 93.1159 92.9919 .2340 .2530
L41 24.3580 0.8853 2000.000 6.9004 0 18 0.6330 0 17 0.2833 92.9919 92.6209 .5559 .5705
4243 57.3946 1.4914 2000.000 7.0762 0 20 0.7125 0 15 0.1233 92.6209 91.7005 .5705 .5253
4344 63.4676 1.7564 2000.000 6.9991 0 21 0.8330 0 20 0.1103 91.7005 90.8729 .5253 .4364
6869 43.1813 0.6276 2800.000 6.0131 0 36 0.4971 0 36 0.1393 89.2279 89.0675 .4957 .4955
4445 86.8567 1.9041 2500.000 7.0348 0 22 0.6135 0 21 0.0810 90.8729 90.7887 .3492 .4355
4546 96.3889 3.0307 2500.000 7.1098 0 22 1.0493 0 13 0.0738 90.7887 90.7110 .4355 .5484
4647 19.5453 0.7456 2500.000 6.8469 0 22 1.0930 0 18 0.3503 90.7110 90.6867 .5484 .5467
4754 69.8137 1.6227 2500.000 6.4647 0 23 0.8422 0 18 0.0926 90.6867 90.6766 .5467 .5987
4849 68.7768 2.2981 2000.000 1.2743 0 15 0.9203 0 15 0.0185 90.9509 90.6832 .1855 .1366
5051 53.2734 2.2916 2000.000 1.8188 0 15 0.9637 0 15 0.0341 90.6782 90.6774 .1741 .3037
5253 101.3181 4.3724 2000.000 2.0385 0 15 1.7368 0 15 0.0201 90.6768 90.6768 .3734 .5734
5354 215.9379 3.0206 2500.000 1.8177 0 14 0.4366 0 10 0.0084 90.6768 90.6766 .4587 .5667
5462 217.9611 2.6925 2500.000 5.8004 0 25 0.2730 2 3 0.0266 90.6766 90.6760 .5667 .7024
5657 69.9273 5.9238 400.0000 0.1172 0 15 0.4299 0 14 0.0017 99.5423 99.2460 .0308 .0401
5758 51.4571 6.0705 500.0000 0.0998 0 15 0.0929 0 15 0.0019 99.2460 92.5840 .0320 .2881
5859 18.9395 2.2745 1000.000 0.4345 0 16 0.7447 0 16 0.0229 92.5840 91.7788 .1440 .1788
5960 27.1929 2.5298 1000.000 0.5444 0 15 0.6980 0 15 0.0200 91.7788 91.2731 .1788 .1131
6061 54.8120 3.2856 1000.000 0.5423 0 15 0.3634 0 34 0.0099 91.2731 91.0448 .1131 .3448
6162 84.2671 4.7255 2000.000 0.6931 0 15 1.3921 0 9 0.0082 90.9552 90.6760 .2276 .8780
6465 90.4168 2.4565 2400.000 6.2378 0 26 0.9313 0 7 0.0690 89.6469 89.6110 .4237 .6379
6566 57.6108 1.7304 2400.000 6.0174 0 31 0.7485 0 12 0.1044 89.6110 89.5959 .6379 .7566
6667 54.3218 0.8545 2400.000 6.0373 0 34 0.3242 0 7 0.1111 89.5959 89.5875 .7566 .8240
L595 217.9611 2.6925 2500.000 5.9084 0 30 0.1915 0 0 0.0271 90.6760 90.6760 .7024 .7704
L598 1.4897 2.7588 450.0000 0.5340 0 16 0.9908 0 16 0.3585 91.0448 90.9552 .9883 1.011
5556ova 8.0165 3.7039 500.0000 0.2830 0 15 1.4550 0 15 0.0353 100.0027 99.5521 .3054 .3041
5556unda 0.2730 2.4721 375.0000 0.2207 0 15 1.9748 0 15 0.8084 100.0027 99.5423 2.887 2.859
5663ova 7.0634 3.0050 500.0000 0.3371 0 15 1.1540 0 15 0.0477 99.5423 98.1420 .2846 .2840
5663und 0.2114 1.9145 375.0000 0.2353 0 15 2.1561 0 15 1.1126 99.5423 97.3424 3.046 .9131
6364ova 109.2892 6.1392 1800.000 0.3449 0 15 0.6918 0 15 0.0032 97.0594 89.9404 .0330 .0224
6364und 0.6735 4.2350 450.0000 0.6277 0 11 3.9147 0 11 0.9320 97.0594 89.6469 2.909 2.259
6264ova 48.9163 1.4846 800.0000 0.0000 0 0 0.0000 0 0 0.0000 89.6469 89.6469 .0000 .0000
6264und 3.2349 3.4667 1090.000 2.9280 0 30 3.1859 0 28 0.9051 90.6760 89.6469 1.766 .9329
6768ova 22.4678 1.2234 600.0000 2.3849 0 35 0.8224 0 36 0.1061 89.5875 89.5267 .3126 .2444
6768und 3.2349 3.4667 1090.000 2.0372 0 25 2.1423 0 25 0.6298 89.5875 89.2279 1.493 1.273
4950ova 6.3533 1.0576 500.0000 0.0000 0 0 0.0000 0 0 0.0000 90.6782 90.6782 .0000 .0000
4950und 2.1890 1.6215 450.0000 0.6380 0 15 0.6960 0 15 0.2915 90.6807 90.6782 .7350 .7737
5152ova 3.7458 0.5087 500.0000 0.0000 0 0 0.0000 0 0 0.0000 90.6768 90.6768 .0000 .0000
5152und 6.8731 2.7770 825.0000 0.9188 0 15 0.8789 0 16 0.1337 90.6774 90.6768 .8695 .9052
FREE # 1 Undefnd Undefnd Undefn 6.0131 0 36
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
L1 0.0000 360.0000 0.0000 0.0000 0.2853 1.0645 0.6696
L2 0.0000 360.0000 0.0000 0.0000 0.2989 1.1947 0.5603
L3 0.0000 360.0000 0.0000 0.0000 0.3719 1.8659 0.4433
L4 0.0000 360.0000 0.0000 0.0000 0.4447 3.0635 0.5851
L5 0.0000 360.0000 0.0000 0.0000 0.4303 2.8685 0.5456
L6 0.0000 360.0000 0.0000 0.0000 0.4381 3.8908 0.4959
L7 0.0000 360.0000 0.0000 0.0000 0.7323 10.5224 0.2843
L8 0.0000 360.0000 0.0000 0.0000 1.0005 20.1969 0.2213
L9 0.0000 0.0000 0.0000 360.0000 0.1756 4.7766 0.1247
L10 0.0000 360.0000 0.0000 0.0000 0.3797 5.5806 0.2173
L11 0.0000 360.0000 0.0000 0.0000 0.5934 9.2867 0.2951
L12 0.0000 360.0000 0.0000 0.0000 0.8847 14.4236 0.2857
L13 0.0000 360.0000 0.0000 0.0000 0.8748 17.2883 0.4307
L14 0.0000 0.0000 0.0000 360.0000 0.2420 4.2894 0.3170
L15 0.0000 360.0000 0.0000 0.0000 0.3856 5.3447 0.3156
L24 0.0000 360.0000 0.0000 0.0000 0.3337 4.1199 0.4607
L25 0.0000 360.0000 0.0000 0.0000 0.4853 5.8382 0.5343
L26 0.0000 360.0000 0.0000 0.0000 0.4734 3.7552 0.8015
L27 0.0000 360.0000 0.0000 0.0000 0.4422 4.4942 0.7743
L28 0.0000 360.0000 0.0000 0.0000 0.2317 1.2932 0.2284
L29 0.0000 360.0000 0.0000 0.0000 0.2836 1.7585 0.3736
L30 0.0000 360.0000 0.0000 0.0000 0.3284 2.9855 0.3670
L31 0.0000 360.0000 0.0000 0.0000 0.3583 5.9937 0.4395
L32 0.0000 360.0000 0.0000 0.0000 0.4492 3.4437 0.8653
L33 0.0000 0.0000 0.0000 360.0000 0.1210 1.1159 0.1071
L34 0.0000 360.0000 0.0000 0.0000 0.5091 10.3924 0.2880
L35 0.0000 360.0000 0.0000 0.0000 0.2433 4.7143 0.5608
L36 0.0000 360.0000 0.0000 0.0000 0.2323 4.5742 0.7496
W2637 353.6667 0.0000 0.0000 6.3333 0.0326 0.1653 0.0078
L37 0.0000 360.0000 0.0000 0.0000 0.5425 7.2081 0.5376
L38 0.0000 360.0000 0.0000 0.0000 0.5428 8.1544 0.9986
L39 0.0000 99.8889 260.1111 0.0000 0.5981 8.8035 0.7732
L41 0.0000 360.0000 0.0000 0.0000 0.6940 10.9782 0.7074
4243 0.0000 360.0000 0.0000 0.0000 0.4333 10.2243 0.7577
4344 1.1250 358.8750 0.0000 0.0000 0.4129 8.4230 0.7977
6869 6.5000 353.5000 0.0000 0.0000 0.7599 12.0959 0.6899
4445 0.2083 359.7917 0.0000 0.0000 0.6385 11.4829 0.5963
4546 0.2083 359.7917 0.0000 0.0000 0.5579 8.5579 1.1184
4647 1.0000 359.0000 0.0000 0.0000 0.7727 9.2667 1.1338
4754 0.2083 359.7917 0.0000 0.0000 0.7834 15.7456 0.7447
4849 0.2083 15.3083 0.0000 344.4833 0.1877 1.3856 0.2962
5051 0.2083 41.0417 0.0000 318.7500 0.3938 3.3438 0.2693
5253 0.2083 359.7917 0.0000 0.0000 0.6218 6.2230 0.4910
5354 0.2083 357.0833 0.0000 2.7083 1.0075 30.6346 0.1018
5462 2.8333 357.1667 0.0000 0.0000 1.2045 40.8527 0.2293
5657 354.3750 5.6250 0.0000 0.0000 0.0094 0.2818 0.0058
5758 289.2639 70.7361 0.0000 0.0000 0.0667 1.0751 0.0074
5859 0.2083 359.7917 0.0000 0.0000 0.1244 0.5859 0.1196
5960 0.2083 359.7917 0.0000 0.0000 0.0941 0.7800 0.1018
6061 0.2083 31.5500 0.0000 328.2417 0.1488 2.1252 0.0585
6162 0.2083 359.7917 0.0000 0.0000 0.4565 6.4638 0.5181
6465 0.2083 359.7917 0.0000 0.0000 0.5735 9.5409 0.9437
6566 0.2083 359.7917 0.0000 0.0000 0.8342 17.2251 0.7008
6667 0.2083 359.7917 0.0000 0.0000 1.0442 40.6970 0.2815
L595 0.2083 359.7917 0.0000 0.0000 1.2939 49.9710 0.2174
L598 1.3333 358.6667 0.0000 0.0000 0.2309 0.5393 0.4455
5556ova 342.6833 13.8722 0.0000 3.4444 0.0719 0.1957 0.2204
5556unda 0.2083 30.8583 0.0000 328.9333 0.1108 0.1135 2.1278
5663ova 339.9479 0.0000 0.0000 20.0521 0.0749 0.2923 0.1639
5663und 0.2083 0.0000 0.0000 359.7917 0.1117 0.1091 1.6006
6364ova 350.0083 0.0000 0.0000 9.9917 0.0501 0.4985 0.0345
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1637 4.2521
6264ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6264und 1.3333 358.6667 0.0000 0.0000 0.3306 0.9231 4.6621
6768ova 328.2458 0.0000 0.0000 31.7542 0.1178 2.9000 0.1374
6768und 6.4583 353.5417 0.0000 0.0000 0.3315 0.9577 2.9729
4950ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4950und 1.0417 358.9583 0.0000 0.0000 0.2762 1.0155 0.2117
5152ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5152und 1.0417 358.9583 0.0000 0.0000 0.4893 2.1918 0.3041
*===========================================*
| Table E12. Mean Conduit Flow Information |
*===========================================*
Mean Total Mean Low Mean Mean Mean Mean
Conduit Flow Flow Percent Flow Froude Hydraulic Cross Conduit
Name (cms) (m^3) Change Weightng Number Radius Area Roughness
--------------- -------- -------- -------- -------- ------ -------- ------ ---------
L1 0.0500 1080.3447 0.0014 1.0000 0.3019 0.0639 0.1038 12.6752
L2 0.0501 1082.4811 0.0014 1.0000 0.2567 0.0629 0.1219 12.6752
L3 0.0501 1083.1416 0.0016 1.0000 0.1646 0.0784 0.1881 12.6752
L4 0.0946 2043.7075 0.0026 1.0000 0.0781 0.1158 0.3731 12.6752
L5 0.0948 2047.8356 0.0032 1.0000 0.0388 0.2192 0.8505 12.6752
L6 0.0949 2049.5825 0.0042 1.0000 0.0190 0.3243 2.2121 2.9715
L7 0.0949 2050.1927 0.0063 1.0000 0.0048 0.6025 7.3473 2.9578
L8 0.1066 2301.8877 0.0085 1.0000 0.0022 0.8524 15.4493 2.9576
L9 0.1067 2305.0375 0.0027 1.0000 0.2389 0.0366 0.5971 6.3376
L10 0.1068 2306.9889 0.0029 1.0000 0.0421 0.2462 3.4511 6.5560
L11 0.1064 2297.6482 0.0046 1.0000 0.0069 0.4818 6.4397 2.9626
L12 0.1054 2276.6769 0.0050 1.0000 0.0032 0.7725 11.2620 2.9603
L13 0.1446 3123.4104 0.0075 1.0000 0.0031 0.8552 13.6103 2.9630
L14 0.1441 3111.5835 0.0035 1.0000 0.2418 0.0998 0.5253 6.3376
L15 0.1443 3117.7638 0.0033 1.0000 0.0972 0.0989 0.9852 8.4757
L24 0.1444 3118.3872 0.0033 1.0000 0.2273 0.0680 0.4625 8.4502
L25 0.1898 4098.8291 0.0049 1.0000 0.1661 0.0959 0.7217 8.4764
L26 0.1902 4107.9608 0.0045 1.0000 0.2384 0.1024 0.4972 8.4502
L27 0.1906 4117.5282 0.0046 1.0000 0.1299 0.1306 0.7976 4.2251
L28 0.0584 1261.4902 0.0012 1.0000 0.3446 0.0494 0.1930 8.4502
L29 0.1097 2370.2176 0.0021 1.0000 0.2751 0.0655 0.3082 8.4502
L30 0.1856 4008.5945 0.0027 1.0000 0.2229 0.1187 0.7203 8.4502
L31 0.2630 5679.9730 0.0043 1.0000 0.1470 0.1390 1.0761 8.4502
L32 0.2856 6168.7154 0.0039 1.0000 0.2633 0.1573 0.6592 10.5627
L33 0.0162 350.7023 0.0006 1.0000 0.3691 0.0211 0.0803 12.6752
L34 0.3036 6557.8267 0.0044 1.0000 0.0598 0.1909 2.5810 10.5627
L35 0.3048 6584.6118 0.0041 1.0000 0.3180 0.1205 0.7858 10.5627
L36 0.3200 6912.2209 0.0042 1.0000 0.5834 0.0936 0.5269 3.8026
W2637 0.0002 3.7258 0.0000 0.0238 0.0095 0.0004 0.0021 0.1000
L37 0.3216 6946.8408 0.0046 1.0000 0.1648 0.1591 1.1948 3.8026
L38 0.5140 11103.087 0.0084 1.0000 0.1427 0.1967 1.3632 3.8026
L39 -0.5151 -11125.95 0.0083 1.0000 0.0000 0.1759 1.6806 8.4502
L41 0.5201 11233.968 0.0081 1.0000 0.1501 0.1895 1.9051 8.4502
4243 0.5558 12005.659 0.0086 0.9993 0.2199 0.1587 1.5247 5.4668
4344 0.5614 12126.714 0.0079 0.9970 0.2706 0.1466 1.3688 0.0723
6869 0.8646 18675.100 0.0059 0.9846 0.1236 0.3051 3.2875 0.1492
4445 0.5777 12477.305 0.0080 0.9993 0.1369 0.1869 2.5659 4.7834
4546 0.5910 12766.176 0.0081 0.9993 0.3400 0.1820 1.4084 3.4167
4647 0.5920 12787.151 0.0082 0.9975 0.1381 0.2408 1.8797 0.0542
4754 0.6023 13008.624 0.0081 0.9993 0.2758 0.1984 2.5145 3.4167
4849 0.0664 1434.7932 0.0017 0.9993 0.6155 0.0381 0.1812 3.4167
5051 0.0893 1928.0771 0.0026 0.9993 0.8846 0.0626 0.4815 3.4167
5253 0.0965 2083.3829 0.0036 0.9993 0.6163 0.1004 0.8458 2.0501
5354 0.0975 2106.9915 0.0063 0.9992 0.0682 0.1815 4.9392 3.2850
5462 0.7004 15128.014 0.0151 0.9931 0.2255 0.2573 7.5387 0.0804
5657 0.0009 19.3010 0.0001 0.0200 0.0228 0.0002 0.0044 0.0200
5758 0.0009 19.6746 0.0001 0.3167 0.0052 0.0075 0.1166 0.0350
5859 0.0201 435.2341 0.0007 0.9993 0.3575 0.0177 0.0689 4.1000
5960 0.0252 544.1085 0.0007 0.9993 0.3243 0.0142 0.0820 3.4167
6061 0.0253 545.5600 0.0007 0.9992 0.8192 0.0151 0.1618 3.2850
6162 0.0344 742.2407 0.0009 0.9993 0.1857 0.0945 0.9462 3.4167
6465 0.8132 17564.451 0.0084 0.9993 0.2961 0.2132 2.2225 3.4167
6566 0.8129 17559.524 0.0085 0.9991 0.1512 0.2980 4.1200 3.9420
6667 0.8620 18620.001 0.0100 0.9993 0.0431 0.3934 10.6871 5.4668
L595 0.7339 15851.691 0.0340 0.9991 0.1216 0.3301 10.2841 5.0365
L598 0.0253 545.9603 0.0006 0.9967 0.2978 0.0455 0.0790 0.3723
5556ova 0.0053 114.6931 0.0003 0.0735 0.0636 0.0037 0.0070 0.0201
5556unda 0.0182 393.4826 0.0004 0.9993 1.4900 0.0280 0.0175 0.9567
5663ova 0.0092 198.5422 0.0004 0.0898 0.0790 0.0044 0.0139 0.0201
5663und 0.0220 475.1547 0.0003 0.9993 1.2180 0.0331 0.0201 0.9567
6364ova 0.0052 111.6073 0.0004 0.0390 0.0470 0.0012 0.0123 0.0500
6364und 0.0427 922.6482 0.0023 0.9993 0.9129 0.0590 0.0536 0.9567
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
6264und 0.7338 15851.137 0.0033 0.9967 0.5991 0.1597 0.3156 0.3723
6768ova 0.1210 2614.5924 0.0023 0.1652 0.1101 0.0141 0.3136 0.0200
6768und 0.7431 16051.982 0.0031 0.9846 0.6212 0.1582 0.3622 0.0140
4950ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0269
4950und 0.0665 1437.1784 0.0009 0.9972 1.4464 0.0506 0.1734 0.0121
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0278
5152und 0.0894 1930.8324 0.0017 0.9972 0.7872 0.0868 0.3431 0.2258
FREE # 1 0.8647 18676.954
*===============================================================*
| 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 1.0422 0.0000 1.2302 0.5426 0.7024 103.5862 102.3029 Max Flow
L2 1.0314 0.0000 0.9575 0.4783 0.5917 102.3029 101.0560 Max Flow
L3 1.0114 0.0000 0.4094 0.4734 0.6749 101.0560 100.3688 Max Flow
L4 1.9812 0.0000 0.4587 0.5561 0.9021 100.3688 99.9020 Max Flow
L5 1.9447 0.0000 0.3302 0.4712 0.8961 99.9020 99.5533 Max Flow
L6 1.9304 0.0000 0.0112 0.5494 0.4712 99.5535 99.5635 Max Flow
L7 1.9097 0.0000 0.0007 0.5065 0.4238 99.5637 99.5650 Max Flow
L8 2.1979 0.0000 0.0001 0.5128 0.4391 99.5650 99.5653 Max Flow
L9 2.1418 0.0000 0.1562 0.1823 0.4991 99.5653 99.3923 Max Flow
L10 2.1369 0.0000 0.0352 0.1959 0.1671 98.8681 97.6143 Max Flow
L11 2.1106 0.0000 0.0025 0.4697 0.4298 97.6144 97.6157 Max Flow
L12 2.0785 0.0000 0.0005 0.5348 0.4816 97.6157 97.6161 Max Flow
L13 3.0422 0.0000 0.0010 0.7622 0.7015 97.6162 97.6165 Max Flow
L14 2.9928 0.0000 0.0731 0.3961 0.5931 97.6165 97.5261 Max Flow
L15 2.9670 0.0000 0.2028 0.2648 0.4337 94.8943 94.6579 Max Flow
L24 2.8872 0.0000 0.4699 0.4304 0.6153 94.6579 94.1769 Max Flow
L25 3.8921 0.0000 0.2265 0.4450 0.5860 94.1769 93.7993 Max Flow
L26 3.7551 0.0000 0.4475 0.5405 1.0630 93.7993 93.2786 Max Flow
L27 3.7186 0.0000 0.1023 0.5702 0.5362 93.2786 93.0978 Max Flow
L28 0.7975 0.0000 4.1143 0.2075 0.2892 120.7911 113.8815 Max Flow
L29 1.5860 0.0000 7.9916 0.2671 0.3696 113.8623 105.8819 Max Flow
L30 2.0987 0.0000 3.3690 0.2780 0.3809 105.8819 98.1490 Max Flow
L31 3.0404 0.0000 0.9003 0.4573 0.6491 98.1491 95.7908 Max Flow
L32 3.1853 0.0000 0.8187 0.6721 0.9613 95.7908 94.9458 Max Flow
L33 0.4196 0.0000 0.5373 0.2002 0.3283 97.8755 97.3202 Max Flow
L34 3.3522 0.0000 0.0704 0.3612 0.8257 94.9458 94.8760 Max Flow
L35 3.3301 0.0000 1.1793 0.7002 0.8177 94.8759 93.6505 Max Flow
L36 3.4540 0.0000 0.1648 0.6737 0.6715 93.6505 93.1808 Max Flow
W2637 0.0112 0.0000 0.1676 0.0080 0.0431 93.7993 93.6280 Max Flow
L37 3.5595 0.0000 0.0313 0.5461 0.6477 93.1811 93.1613 Max Flow
L38 6.5241 0.0000 0.0569 0.7811 1.3646 93.1616 93.1000 Max Flow
L39 -0.0157 0.0000 -0.0071 0.0048 0.0152 92.1848 92.1919 Max Flow
L41 6.7213 0.0000 0.3642 0.6345 1.0972 92.9816 92.6207 Max Flow
4243 7.0762 0.0000 0.9056 0.7432 1.1218 92.6208 91.6959 Max Flow
4344 6.8437 0.0000 0.8119 0.7113 1.0029 91.6958 90.8499 Max Flow
6869 5.9979 0.0000 0.1604 0.6197 1.3861 89.2265 89.0660 Max Flow
4445 6.6652 0.0000 0.1113 0.5093 0.7576 90.8495 90.7473 Max Flow
4546 6.6762 0.0000 0.1754 0.8726 1.0543 90.7781 90.6280 Max Flow
4647 6.4801 0.0000 0.0500 0.7118 1.5542 90.6285 90.5771 Max Flow
4754 6.2097 0.0000 0.0253 0.6478 0.9449 90.5777 90.5572 Max Flow
4849 1.2534 0.0000 0.2352 0.2711 0.3487 90.9489 90.6811 Max Flow
5051 1.7853 0.0000 0.2742 0.1987 0.2807 90.6188 90.3354 Max Flow
5253 1.9440 0.0000 0.5193 0.3147 0.2943 90.2631 89.7367 Max Flow
5354 1.6493 0.0000 0.0328 0.1133 0.1837 89.7368 89.7151 Max Flow
5462 5.7600 0.0000 0.0016 0.2377 0.3385 90.5572 90.5560 Max Flow
5657 0.1093 0.0000 0.2331 0.0161 0.0096 99.5418 99.2439 Max Flow
5758 0.0785 0.0000 0.0142 0.0181 0.0109 99.2439 92.5786 Max Flow
5859 0.4049 0.0000 0.5464 0.1211 0.1376 92.5786 91.7762 Max Flow
5960 0.5234 0.0000 0.4836 0.1286 0.1498 91.7762 91.2704 Max Flow
6061 0.5137 0.0000 0.0254 0.1001 0.1091 91.2704 91.0231 Max Flow
6162 0.6812 0.0000 0.2584 0.4580 0.4488 90.9504 89.7136 Max Flow
6465 6.1775 0.0000 0.1294 0.8608 0.9434 89.5746 89.4563 Max Flow
6566 5.9652 0.0000 0.0213 0.8827 1.1223 89.5840 89.5665 Max Flow
6667 6.0303 0.0000 0.0088 0.6840 1.1620 89.5956 89.5872 Max Flow
L595 5.8862 0.0000 0.0004 0.2404 0.3442 90.6709 90.6702 Max Flow
L598 0.4813 0.0663 0.0095 0.2541 0.1664 91.0231 90.9504 Max Flow
5556ova 0.2761 0.0000 0.4449 0.1872 0.1505 100.0016 99.5505 Max Flow
5556unda 0.2204 0.1729 0.2864 0.3353 0.2553 100.0016 99.5418 Max Flow
5663ova 0.3331 0.0000 1.3941 0.1582 0.1414 99.5418 98.1414 Max Flow
5663und 0.2352 0.6040 1.5979 0.3424 0.3750 99.5418 97.3424 Max Flow
6364ova 0.3292 0.0000 7.0956 0.0400 0.0385 97.0585 89.9385 Max Flow
6364und 0.6254 1.5513 6.0262 1.3085 0.3429 97.0585 89.4803 Max Flow
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6264und 2.9246 0.9514 0.0912 0.9472 0.8121 90.6702 89.6283 Max Flow
6768ova 2.3724 0.0000 0.0468 0.1463 0.2085 89.5872 89.5263 Max Flow
6768und 2.0163 0.3850 0.0452 0.8015 0.6234 89.4220 89.0080 Max Flow
4950ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4950und 0.6240 0.0393 0.0026 0.1640 0.1572 90.6641 90.6187 Max Flow
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
5152und 0.8826 0.0627 0.0031 0.2064 0.1713 90.3355 90.2631 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 150.0000 210.0000 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 280.0000 0.0000 80.0000 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 280.0000 0.0000 80.0000 0.0000 0.0000 0.0000 0.0000 None
L14 140.0000 220.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L15 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L24 230.0000 130.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 320.0000 15.0000 0.0000 0.0000 0.0000 25.0000 0.0000 None
L28 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L29 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L30 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L31 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L32 30.0000 330.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 15.0000 345.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L34 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L35 150.0000 210.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 0.0000 310.0000 30.0000 0.0000 0.0000 0.0000 20.0000 0.0000 None
W2637 5.0000 0.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L37 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L38 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L39 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L41 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4243 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4344 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6869 0.0000 355.0000 5.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4445 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4546 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4647 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4754 140.0000 220.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 10.0000 350.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5051 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5253 40.0000 305.0000 10.0000 5.0000 0.0000 0.0000 0.0000 0.0000 None
5354 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5462 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5657 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5758 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5859 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5960 25.0000 335.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6061 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 5.0000 345.0000 10.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6465 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L598 0.0000 0.0000 300.0000 50.0000 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 340.0000 0.0000 0.0000 20.0000 0.0000 0.0000 None
5663ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5663und 0.0000 0.0000 340.0000 0.0000 0.0000 0.0000 20.0000 0.0000 None
6364ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6364und 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 15.0000 105.0000 0.0000 0.0000 240.0000 0.0000 None
6768ova 15.0000 20.0000 325.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 90.0000 110.0000 0.0000 25.0000 135.0000 0.0000 None
4950ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950und 0.0000 340.0000 0.0000 20.0000 0.0000 0.0000 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 245.0000 105.0000 0.0000 0.0000 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 1.1250 1.1250 0.0000
L2 357.2083 357.2083 0.0000 0.0000
L3 358.9167 358.9167 0.0000 0.0000
L4 327.0583 327.1250 0.0000 0.0000
L5 0.0000 339.0333 0.0000 0.0000
L6 0.0000 344.3542 0.0000 0.0000
L7 0.0000 332.1250 0.0000 0.0000
L8 0.0000 337.9167 0.0000 0.0000
L9 0.0000 0.0000 0.0000 0.0000
L10 360.0000 360.0000 0.0000 0.0000
L11 0.0000 358.5833 0.0000 0.0000
L12 0.0000 350.4306 0.0000 0.0000
L13 0.0000 360.0000 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.7917 358.9583 0.0000 0.0000
L24 9.7500 10.7917 0.0000 0.0000
L25 357.2917 357.2917 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 359.9583 359.9583 0.0000 0.0000
L28 129.9167 131.0833 0.0000 0.0000
L29 338.9167 338.9167 0.0000 0.0000
L30 358.8750 358.8750 0.0000 0.0000
L31 358.8750 358.8750 0.0000 0.0000
L32 27.2778 27.2778 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.0833 353.5833 0.0000 0.0000
L35 4.7917 4.8333 0.0000 0.0000
L36 43.9861 44.0694 0.0833 0.0000
W2637 0.0000 0.0000 340.6250 0.0000
L37 323.4931 359.0000 0.0000 0.0000
L38 0.0417 3.9583 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 13.0694 35.5417 0.0000 0.0000
4243 278.6042 278.6250 0.2083 0.0000
4344 4.1667 4.2083 0.0000 0.0000
6869 3.7306 4.6958 0.0000 0.0000
4445 310.7222 358.2083 0.0000 0.0000
4546 11.7083 32.3125 0.0000 0.0000
4647 0.0208 6.9792 0.0000 0.0000
4754 3.6458 39.9375 0.0000 0.0000
4849 11.9833 12.0042 0.0000 0.0000
5051 7.6250 27.4792 0.8333 0.0000
5253 12.4306 42.4306 12.6111 0.0000
5354 306.8542 351.1528 0.2917 0.0000
5462 303.1111 357.1667 0.0000 0.0000
5657 345.5556 345.5833 3.4444 0.0000
5758 347.4167 347.4167 0.0000 0.0000
5859 358.4583 358.5000 0.0000 0.0000
5960 298.6667 298.6667 0.0000 0.0000
6061 30.4667 30.4667 0.0000 0.0000
6162 350.9722 350.9722 4.4167 0.0000
6465 319.1979 353.8333 0.3750 0.0000
6566 244.8917 358.7917 0.0417 0.0000
6667 0.1090 352.0500 0.0000 0.0000
L595 240.0417 358.2083 0.0000 0.0000
L598 299.0556 359.3333 1.1667 0.0000
5556ova 345.4778 346.8389 8.9306 0.0000
5556unda 1.8333 6.3500 337.1583 0.0000
5663ova 0.2958 0.2958 0.0000 0.0000
5663und 0.0000 0.0000 336.7000 0.0000
6364ova 0.0000 0.0000 348.9333 0.0000
6364und 315.4792 315.6458 7.5833 0.0000
6264ova 0.0000 0.0000 0.0000 0.0000
6264und 0.8333 304.2639 0.0000 0.0000
6768ova 0.0000 0.0000 303.8125 0.0000
6768und 0.0000 288.6944 0.8333 0.0000
4950ova 0.0000 0.0000 0.0000 0.0000
4950und 0.2917 343.6736 0.0000 0.0000
5152ova 0.0000 0.0000 0.0000 0.0000
5152und 134.7083 347.5625 0.1250 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
L1 0.2957 1.0302 0.2845 0.0103 1.0384 0.0046 0.0348 1.0080 0.0160 0.3653 10.5843 0.1682 0.6932
L2 0.0000 0.8775 0.0000 0.0000 1.0478 0.0000 0.0000 1.1941 0.0000 0.0000 13.1350 0.0000 0.6372
L3 0.0000 0.5560 0.0000 0.0000 1.0368 0.0000 0.0000 1.8648 0.0000 0.0000 29.8372 0.0000 0.7951
L4 0.1925 0.6719 0.2085 0.0055 1.9908 0.0144 0.0287 2.9630 0.0692 0.4591 47.4076 1.1071 0.8937
L5 0.0000 0.6966 0.0000 0.0000 1.9976 0.0000 0.0000 2.8676 0.0000 0.0000 28.6759 0.0000 0.7966
L6 0.1251 0.6033 0.1844 0.0609 1.8805 0.0518 0.4865 3.1171 0.2811 4.9621 31.7945 2.8670 0.9827
L7 0.0209 0.1956 0.0431 0.0028 1.9744 0.0126 0.1360 10.0938 0.2924 1.4278 105.9852 3.0698 1.4994
L8 0.0081 0.1123 0.0162 0.0005 2.2526 0.0011 0.0648 20.0581 0.0677 0.6475 200.5815 0.6770 1.9701
L9 0.3444 0.5886 0.5658 0.8195 1.3547 0.0536 2.3794 2.3017 0.0947 23.7941 23.0171 0.9472 0.2768
L10 0.2167 0.4682 0.2191 0.1345 1.8922 0.2010 0.6209 4.0416 0.9175 6.2093 40.4163 9.1750 0.5613
L11 0.0430 0.2778 0.0863 0.0312 2.1460 0.0715 0.7247 7.7260 0.8282 11.9577 127.4789 13.6659 1.2231
L12 0.0211 0.1670 0.0429 0.0119 2.2313 0.0212 0.5661 13.3594 0.4939 9.3403 220.4294 8.1490 1.8119
L13 0.0235 0.2033 0.0481 0.0291 3.0255 0.0560 1.2364 14.8798 1.1623 21.6361 260.3957 20.3401 2.4078
L14 0.0000 0.3730 0.6904 0.0000 0.1496 2.9537 0.0000 0.4011 4.2784 0.0000 4.0111 42.7836 0.4127
L15 0.3207 0.7338 0.3005 0.3422 2.4942 0.2639 1.0672 3.3988 0.8780 13.8740 44.1847 11.4141 0.5379
L24 0.0976 0.7475 0.0000 0.0008 3.0711 0.0000 0.0083 4.1085 0.0000 0.1664 82.1693 0.0000 0.6205
L25 0.3353 0.7692 0.2781 0.1586 3.6739 0.1622 0.4731 4.7762 0.5833 7.5694 76.4190 9.3332 0.7696
L26 0.0000 1.0562 0.0000 0.0000 3.9562 0.0000 0.0000 3.7456 0.0000 0.0000 56.1839 0.0000 0.7981
L27 0.0000 0.9311 0.1147 0.0000 3.9230 0.0297 0.0000 4.2133 0.2586 0.0000 61.0922 3.7503 0.8859
L28 0.0000 0.6589 0.0000 0.0000 0.8476 0.0000 0.0000 1.2863 0.0000 0.0000 172.3670 0.0000 0.3452
L29 0.0000 0.9718 0.0000 0.0000 1.7052 0.0000 0.0000 1.7548 0.0000 0.0000 277.2567 0.0000 0.3861
L30 0.0000 0.7084 0.0000 0.0000 2.1111 0.0000 0.0000 2.9802 0.0000 0.0000 447.0267 0.0000 0.5198
L31 0.0000 0.5180 0.0000 0.0000 3.0806 0.0000 0.0000 5.9467 0.0000 0.0000 529.2552 0.0000 0.8537
L32 0.2473 0.9459 0.2377 0.0143 3.1760 0.0060 0.0578 3.3576 0.0250 1.2138 70.5106 0.5260 0.9416
L33 0.1375 0.4181 0.1373 0.0152 0.4017 0.0050 0.1107 0.9609 0.0362 1.1072 9.6091 0.3625 0.3122
L34 0.0657 0.3322 0.2450 0.0048 3.1330 0.2160 0.0727 9.4314 0.8819 1.2730 165.0502 15.4330 0.8906
L35 0.0000 0.7177 0.2467 0.0000 3.3666 0.0041 0.0000 4.6909 0.0165 0.0000 100.8538 0.3541 0.8054
L36 0.2070 0.7875 0.0129 0.0155 3.4551 0.0000 0.0750 4.3872 0.0000 1.3504 78.9699 0.0006 0.7739
W2637 0.1458 0.1468 0.0000 0.0027 0.0198 0.0000 0.0188 0.1350 0.0000 0.1879 1.3498 0.0000 0.0744
L37 0.0801 0.5264 0.0221 0.0348 3.5562 0.0002 0.4341 6.7559 0.0087 10.2006 158.7634 0.2050 1.0265
L38 0.1549 1.0015 0.0862 0.1953 6.8088 0.0076 1.2607 6.7985 0.0885 17.6492 95.1789 1.2384 1.1604
L39 0.0000 0.8053 0.2317 0.0000 6.9366 0.0392 0.0000 8.6140 0.1691 0.0000 86.1399 1.6906 0.9972
L41 0.2727 0.6737 0.2651 0.1791 6.5709 0.1504 0.6569 9.7535 0.5675 35.7985 531.5666 30.9260 1.1230
4243 0.2337 1.0565 0.3262 0.7138 5.8350 0.5274 3.0539 5.5229 1.6166 183.2364 331.3746 96.9963 1.0997
4344 0.4307 1.2631 0.3023 1.4858 5.2738 0.2395 3.4500 4.1752 0.7924 172.4993 208.7591 39.6177 0.9732
6869 0.0000 0.4977 0.0000 0.0000 6.0131 0.0000 0.0000 12.0809 0.0000 0.0000 241.6182 0.0000 1.3877
4445 0.0000 0.6130 0.0000 0.0000 7.0348 0.0000 0.0000 11.4761 0.0000 0.0000 378.7104 0.0000 0.9647
4546 0.5654 1.2794 0.3257 2.8826 4.1607 0.0664 5.0980 3.2522 0.2040 127.4491 81.3042 5.0989 1.2179
4647 0.1829 0.7844 0.1927 0.0466 6.7145 0.0857 0.2549 8.5603 0.4451 5.0979 171.2059 8.9021 1.3690
4754 0.2819 0.4864 0.2890 0.7835 4.7716 0.9096 2.7790 9.8096 3.1472 86.1485 304.0964 97.5638 1.4261
4849 0.0000 0.9241 0.0000 0.0000 1.2743 0.0000 0.0000 1.3790 0.0000 0.0000 16.5475 0.0000 0.3308
5051 0.3478 0.5583 0.0000 0.0777 1.7411 0.0000 0.2233 3.1189 0.0000 4.2434 59.2584 0.0000 0.4693
5253 0.1005 0.3924 0.1409 0.0717 1.8581 0.1086 0.7137 4.7351 0.7708 14.2734 94.7027 15.4150 0.9379
5354 0.0346 0.0641 0.0440 0.1005 1.5853 0.1319 2.9025 24.7259 2.9995 84.1720 717.0509 86.9861 1.2701
5462 0.0915 0.1544 0.0384 0.3470 5.3655 0.0878 3.7939 34.7605 2.2885 45.5271 417.1260 27.4618 1.5745
5657 0.0573 0.4492 0.1343 0.0000 0.1172 0.0000 0.0000 0.2608 0.0000 0.0000 1.5650 0.0001 0.0138
5758 0.0551 0.0935 0.0606 0.0005 0.0985 0.0007 0.0092 1.0535 0.0121 0.4586 52.6758 0.6047 0.0752
5859 0.0000 0.7417 0.0000 0.0000 0.4345 0.0000 0.0000 0.5858 0.0000 0.0000 10.5450 0.0000 0.1603
5960 0.2344 0.7044 0.1982 0.0015 0.5424 0.0005 0.0063 0.7700 0.0025 0.1068 13.0896 0.0428 0.1501
6061 0.1214 0.2577 0.0338 0.0034 0.5388 0.0001 0.0284 2.0904 0.0026 0.3122 22.9945 0.0282 0.2267
6162 0.0611 0.1766 0.0221 0.2088 0.4767 0.0077 3.4176 2.6989 0.3471 102.5278 80.9672 10.4126 1.2424
6465 0.2608 0.6763 0.3492 0.0303 6.0314 0.1761 0.1160 8.9180 0.5041 3.7132 285.3751 16.1320 1.2598
6566 0.0000 0.3737 0.3081 0.0000 4.0494 1.9679 0.0000 10.8354 6.3869 0.0000 379.2379 223.5430 1.6606
6667 0.1205 0.2074 0.1058 2.3936 2.9399 0.7038 19.8595 14.1729 6.6533 992.9742 708.6436 332.6650 1.8903
L595 0.0580 0.1342 0.0335 0.3199 5.4650 0.1235 5.5111 40.7372 3.6897 33.0668 244.4234 22.1382 1.8355
5556ova 0.0371 1.4549 0.0000 0.0000 0.2830 0.0000 0.0000 0.1945 0.0000 0.0006 3.1123 0.0000 0.1524
5663ova 0.0000 1.1536 0.0352 0.0000 0.3371 0.0000 0.0000 0.2922 0.0000 0.0000 24.2566 0.0004 0.1422
6364ova 0.0591 0.6920 0.0591 0.0000 0.3449 0.0000 0.0001 0.4984 0.0001 0.0071 54.8198 0.0071 0.0509
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6768ova 0.6184 0.9624 0.5939 0.3367 1.6982 0.3499 0.5446 1.7645 0.5892 5.4455 17.6449 5.8922 0.1699
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 0.03381 3.4136 0.01499 3.4624 9.3854 12.783 0.03381 3.4136 0.01499 3.4624 9.3854 12.783 0.0000 0.0000 0.0000 None
L2 0.0000 3.5789 0.0000 3.5789 2.5457 6.2937 0.0000 3.5789 0.0000 3.5789 2.5457 6.2937 0.0000 0.0000 0.0000 None
L3 0.0000 6.4793 0.0000 6.4793 5.3328 10.024 0.0000 6.4793 0.0000 6.4793 5.3328 10.024 0.0000 0.0000 0.0000 None
L4 0.03527 12.710 0.09212 12.837 4.8877 11.453 0.03527 12.710 0.09212 12.837 4.8877 11.453 0.0000 0.0000 0.0000 None
L5 0.0000 10.935 0.0000 10.935 7.1168 13.476 0.0000 10.935 0.0000 10.935 7.1168 13.476 0.0000 0.0000 0.0000 None
L6 2.2080 68.211 1.8804 72.299 7.0839 15.396 2.2080 68.211 1.8804 72.299 7.0839 15.396 0.0000 0.0000 0.0000 None
L7 0.3831 266.71 1.7039 268.80 5.0484 18.831 0.3831 266.71 1.7039 268.80 5.0484 18.831 0.0000 0.0000 0.0000 None
L8 0.1390 599.58 0.2915 600.01 6.2837 25.944 0.1390 599.58 0.2915 600.01 6.2837 25.944 0.0000 0.0000 0.0000 None
L9 6.7921 11.228 0.4442 18.464 3.7074 30.500 6.7921 11.228 0.4442 18.464 3.7074 30.500 0.0000 0.0000 0.0000 None
L10 2.6070 36.670 3.8952 43.172 10.288 22.969 2.6070 36.670 3.8952 43.172 10.288 22.969 0.0000 0.0000 0.0000 None
L11 2.8945 199.12 6.6326 208.65 6.5751 21.528 2.8945 199.12 6.6326 208.65 6.5751 21.528 0.0000 0.0000 0.0000 None
L12 2.2162 414.84 3.9362 421.00 6.7443 22.393 2.2162 414.84 3.9362 421.00 6.7443 22.393 0.0000 0.0000 0.0000 None
L13 5.0653 527.19 9.7502 542.01 3.2151 22.244 5.0653 527.19 9.7502 542.01 3.2151 22.244 0.0000 0.0000 0.0000 None
L14 0.0000 1.7871 35.283 37.070 4.5328 25.302 0.0000 1.7871 35.283 37.070 4.5328 25.302 0.0000 0.0000 0.0000 None
L15 3.0267 22.060 2.3339 27.420 2.6939 16.450 3.0267 22.060 2.3339 27.420 2.6939 16.450 0.0000 0.0000 0.0000 None
L24 .005302 20.059 0.0000 20.065 5.3250 17.247 .005302 20.059 0.0000 20.065 5.3250 17.247 0.0000 0.0000 0.0000 None
L25 1.4734 34.130 1.5069 37.110 3.4348 14.975 1.4734 34.130 1.5069 37.110 3.4348 14.975 0.0000 0.0000 0.0000 None
L26 0.0000 23.105 0.0000 23.105 5.9477 13.433 0.0000 23.105 0.0000 23.105 5.9477 13.433 0.0000 0.0000 0.0000 None
L27 0.0000 57.569 0.4355 58.005 11.564 20.822 0.0000 57.569 0.4355 58.005 11.564 20.822 0.0000 0.0000 0.0000 None
L28 0.0000 4.8707 0.0000 4.8707 27.274 32.726 0.0000 4.8707 0.0000 4.8707 27.274 32.726 0.0000 0.0000 0.0000 None
L29 0.0000 7.5774 0.0000 7.5774 23.955 30.045 0.0000 7.5774 0.0000 7.5774 23.955 30.045 0.0000 0.0000 0.0000 None
L30 0.0000 15.940 0.0000 15.940 26.267 33.733 0.0000 15.940 0.0000 15.940 26.267 33.733 0.0000 0.0000 0.0000 None
L31 0.0000 27.053 0.0000 27.053 22.681 41.931 0.0000 27.053 0.0000 27.053 22.681 41.931 0.0000 0.0000 0.0000 None
L32 0.07835 17.409 0.03263 17.520 8.4833 15.854 0.07835 17.409 0.03263 17.520 8.4833 15.854 0.0000 0.0000 0.0000 None
L33 0.08060 2.1266 0.02634 2.2335 8.7322 17.804 0.08060 2.1266 0.02634 2.2335 8.7322 17.804 0.0000 0.0000 0.0000 None
L34 0.07917 51.911 3.5793 55.570 2.5538 22.819 0.07917 51.911 3.5793 55.570 2.5538 22.819 0.0000 0.0000 0.0000 None
L35 0.0000 14.010 0.01690 14.027 9.0593 29.745 0.0000 14.010 0.01690 14.027 9.0593 29.745 0.0000 0.0000 0.0000 None
L36 0.1480 32.931 .43E-05 33.079 5.1522 27.918 0.1480 32.931 .43E-05 33.079 5.1522 27.918 0.0000 0.0000 0.0000 None
W2637 0.02079 0.1504 0.0000 0.1712 8.7950 12.928 0.02079 0.1504 0.0000 0.1712 8.7950 12.928 0.0000 0.0000 0.0000 None
L37 1.0607 108.43 .005888 109.50 5.2981 18.363 1.0607 108.43 .005888 109.50 5.2981 18.363 0.0000 0.0000 0.0000 None
L38 3.4758 121.18 0.1357 124.79 20.788 35.568 3.4758 121.18 0.1357 124.79 20.788 35.568 0.0000 0.0000 0.0000 None
L39 0.0000 63.611 0.3593 63.970 22.036 36.351 0.0000 63.611 0.3593 63.970 22.036 36.351 0.0000 0.0000 0.0000 None
L41 2.2598 82.908 1.8979 87.066 20.642 35.862 2.2598 82.908 1.8979 87.066 20.642 35.862 0.0000 0.0000 0.0000 None
4243 7.4949 61.267 5.5374 74.299 20.005 40.339 7.4949 61.267 5.5374 74.299 20.005 40.339 0.0000 0.0000 0.0000 None
4344 14.047 49.858 2.2642 66.169 16.738 38.165 14.047 49.858 2.2642 66.169 16.738 38.165 0.0000 0.0000 0.0000 None
6869 0.0000 67.068 0.0000 67.068 25.432 41.030 0.0000 67.068 0.0000 67.068 25.432 41.030 0.0000 0.0000 0.0000 None
4445 0.0000 121.87 0.0000 121.87 12.506 30.150 0.0000 121.87 0.0000 121.87 12.506 30.150 0.0000 0.0000 0.0000 None
4546 39.660 57.246 0.9139 97.820 10.065 24.903 39.660 57.246 0.9139 97.820 10.065 24.903 0.0000 0.0000 0.0000 None
4647 1.1555 166.43 2.1255 169.71 10.136 21.421 1.1555 166.43 2.1255 169.71 10.136 21.421 0.0000 0.0000 0.0000 None
4754 35.262 214.75 40.940 290.96 16.083 35.904 35.262 214.75 40.940 290.96 16.083 35.904 0.0000 0.0000 0.0000 None
4849 0.0000 9.0960 0.0000 9.0960 22.398 29.641 0.0000 9.0960 0.0000 9.0960 22.398 29.641 0.0000 0.0000 0.0000 None
5051 1.5804 35.424 0.0000 37.004 14.348 22.491 1.5804 35.424 0.0000 37.004 14.348 22.491 0.0000 0.0000 0.0000 None
5253 5.4576 141.38 8.2653 155.10 9.3971 18.926 5.4576 141.38 8.2653 155.10 9.3971 18.926 0.0000 0.0000 0.0000 None
5354 35.976 567.71 47.242 650.93 4.3551 34.324 35.976 567.71 47.242 650.93 4.3551 34.324 0.0000 0.0000 0.0000 None
5462 37.111 573.78 9.3884 620.28 5.7104 38.408 37.111 573.78 9.3884 620.28 5.7104 38.408 0.0000 0.0000 0.0000 None
5657 .41E-06 0.5539 .000013 0.5539 0.09918 29.903 .41E-06 0.5539 .000013 0.5539 0.09918 29.903 0.0000 0.0000 0.0000 None
5758 0.02629 5.1240 0.03811 5.1884 4.7188 20.322 0.02629 5.1240 0.03811 5.1884 4.7188 20.322 0.0000 0.0000 0.0000 None
5859 0.0000 2.4453 0.0000 2.4453 7.5621 12.209 0.0000 2.4453 0.0000 2.4453 7.5621 12.209 0.0000 0.0000 0.0000 None
5960 .008848 3.2603 .003003 3.2721 7.8494 16.126 .008848 3.2603 .003003 3.2721 7.8494 16.126 0.0000 0.0000 0.0000 None
6061 0.08382 13.102 .002107 13.188 14.114 26.806 0.08382 13.102 .002107 13.188 14.114 26.806 0.0000 0.0000 0.0000 None
6162 19.227 43.903 0.7080 63.838 0.08176 15.007 19.227 43.903 0.7080 63.838 0.08176 15.007 0.0000 0.0000 0.0000 None
6465 0.6820 135.91 3.9674 140.56 28.572 44.378 0.6820 135.91 3.9674 140.56 28.572 44.378 0.0000 0.0000 0.0000 None
6566 0.0000 173.44 84.289 257.73 5.6602 25.064 0.0000 173.44 84.289 257.73 5.6602 25.064 0.0000 0.0000 0.0000 None
6667 193.71 237.91 56.954 488.58 3.7530 41.469 193.71 237.91 56.954 488.58 3.7530 41.469 0.0000 0.0000 0.0000 None
L595 43.755 747.46 16.893 808.11 0.3265 40.130 43.755 747.46 16.893 808.11 0.3265 40.130 0.0000 0.0000 0.0000 None
5556ova .83E-05 1.7109 0.0000 1.7109 9.0690 11.651 .83E-05 1.7109 0.0000 1.7109 9.0690 11.651 0.0000 0.0000 0.0000 None
5663ova 0.0000 2.6092 .13E-05 2.6092 9.1052 12.901 0.0000 2.6092 .13E-05 2.6092 9.1052 12.901 0.0000 0.0000 0.0000 None
6364ova .000015 1.3681 .000015 1.3681 0.09746 9.9025 .000015 1.3681 .000015 1.3681 0.09746 9.9025 0.0000 0.0000 0.0000 None
6264ova 0.0000 0.0000 0.0000 0.0000 51.700 51.700 0.0000 0.0000 0.0000 0.0000 51.700 51.700 0.0000 0.0000 0.0000 None
6768ova 5.2605 26.531 5.4668 37.258 24.690 49.170 5.2605 26.531 5.4668 37.258 24.690 49.170 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 103.5887 102.3064 10.5000 11.7000 2.3146 2.3146 1.7000 1.0830 1.0830 0.8000 3.3976 3.3976
L2 102.3064 101.0623 11.0000 4.2000 1.6543 1.6543 2.7000 2.0937 2.0937 2.3000 3.7479 3.7479
L3 101.0623 100.3732 16.0000 7.4000 2.0672 2.0672 2.6000 2.6237 2.6237 3.3000 4.6909 4.6909
L4 100.3732 99.9106 16.0000 6.5000 1.6123 1.6123 1.3000 4.9533 4.9533 4.2000 6.5656 6.5656
L5 99.9106 99.5566 10.0000 11.5000 4.3832 4.3832 5.5000 1.9756 1.9756 2.4000 6.3588 6.3588
L6 99.5567 99.5680 10.2000 12.1000 5.0161 5.0161 2.6000 3.2960 3.2960 1.9000 8.3121 8.3121
L7 99.5680 99.5696 10.5000 11.9000 6.8516 6.8516 6.0000 6.9310 6.9310 5.1000 13.7826 13.7826
L8 99.5696 99.5699 10.0000 14.5000 8.2163 8.2163 7.6000 11.4444 11.4444 10.8000 19.6607 19.6607
L9 99.5699 99.3946 10.0000 27.5000 23.7926 23.7926 8.2000 3.0000 3.0000 2.2000 26.7926 26.7926
L10 98.8722 97.6169 10.0000 19.7000 9.4123 9.4123 7.2000 3.2690 3.2690 0.0000 12.6813 12.6813
L11 97.6169 97.6183 16.5000 12.9000 6.3249 6.3249 3.5000 8.6284 8.6284 5.4000 14.9533 14.9533
L12 97.6183 97.6187 16.5000 15.0000 8.2557 8.2557 6.0000 7.3926 7.3926 5.5000 15.6483 15.6483
L13 97.6187 97.6195 17.5000 12.5000 9.2849 9.2849 4.6000 9.7435 9.7435 5.5000 19.0284 19.0284
L14 97.6195 97.5267 10.0000 5.0000 0.4672 0.4672 0.6000 20.3022 20.3022 1.4000 20.7694 20.7694
L15 94.9046 94.6742 13.0000 6.5000 3.8061 3.8061 0.0000 9.9501 9.9501 6.5000 13.7562 13.7562
L24 94.6742 94.1838 20.0000 16.8000 11.4750 11.4750 11.2000 0.4472 0.4472 0.8000 11.9223 11.9223
L25 94.1838 93.8177 16.0000 4.7000 1.2652 1.2652 0.0000 10.2746 10.2746 7.9000 11.5398 11.5398
L26 93.8176 93.2942 15.0000 7.8000 1.8523 1.8523 2.6000 5.6326 5.6326 7.2000 7.4849 7.4849
L27 93.2942 93.1806 14.5000 13.7000 2.1362 2.1362 3.4000 7.1215 7.1215 5.1000 9.2577 9.2577
L28 120.8004 113.8967 134.0000 31.0000 3.7261 3.7261 11.0000 1.7261 1.7261 19.0000 5.4522 5.4522
L29 113.8967 105.8832 158.0000 28.5000 4.5445 4.5445 16.5000 1.5445 1.5445 19.5000 6.0891 6.0891
L30 105.8832 98.1540 150.0000 32.0000 5.7328 5.7328 12.0000 1.7328 1.7328 17.0000 7.4656 7.4656
L31 98.1540 95.7913 89.0000 30.0000 7.3187 7.3187 10.0000 11.9312 11.9312 19.0000 19.2499 19.2499
L32 95.7913 94.9466 21.0000 13.6000 5.1167 5.1167 4.3000 2.2539 2.2539 1.9000 7.3706 7.3706
L33 97.8760 97.3206 10.0000 13.8000 5.0678 5.0678 2.0000 4.0043 4.0043 3.0000 9.0720 9.0720
L34 94.9466 94.8775 17.5000 16.7000 14.1462 14.1462 12.7000 6.1189 6.1189 3.8000 20.2651 20.2651
L35 94.8775 93.6520 21.5000 11.0000 1.9407 1.9407 2.0000 18.7453 18.7453 18.4000 20.6860 20.6860
L36 93.6520 93.1970 18.0000 6.8000 1.6478 1.6478 1.1000 21.1179 21.1179 21.1000 22.7657 22.7657
W2637 93.8176 93.6362 10.0000 9.3000 0.5050 0.5050 0.0000 3.6278 3.6278 3.9000 4.1328 4.1328
L37 93.1970 93.1806 23.5000 11.3000 6.0019 6.0019 4.1000 7.0625 7.0625 6.8000 13.0645 13.0645
L38 93.1806 93.1159 14.0000 30.6000 9.8115 9.8115 5.1000 4.9679 4.9679 4.2000 14.7795 14.7795
L39 92.9919 93.1159 10.0000 30.7000 8.6638 8.6638 9.7000 5.6512 5.6512 4.8000 14.3150 14.3150
L41 92.9919 92.6209 54.5000 32.5000 11.8584 11.8584 10.3000 3.3625 3.3625 2.0000 15.2209 15.2209
4243 92.6209 91.7005 60.0000 31.0000 10.9949 10.9949 1.5000 9.3385 9.3385 5.0000 20.3334 20.3334
4344 91.7005 90.8729 50.0000 32.0000 15.2623 15.2623 2.0000 6.1648 6.1648 3.4000 21.4271 21.4271
6869 89.2279 89.0675 20.0000 36.0000 10.5677 10.5677 13.2000 5.0305 5.0305 5.8000 15.5982 15.5982
4445 90.8729 90.7887 33.0000 26.4000 13.8939 13.8939 21.8000 3.7496 3.7496 8.0000 17.6435 17.6435
4546 90.7887 90.7110 25.0000 22.1000 12.0349 12.0349 1.7000 2.8032 2.8032 2.0000 14.8380 14.8380
4647 90.7110 90.6867 20.0000 11.8000 1.6644 1.6644 0.6000 9.6206 9.6206 7.8000 11.2850 11.2850
4754 90.6867 90.6766 31.0000 28.6000 12.5170 12.5170 7.1000 7.3044 7.3044 1.4000 19.8213 19.8213
4849 90.9509 90.6832 12.0000 26.3000 3.9018 3.9018 4.6000 3.3412 3.3412 3.7000 7.2430 7.2430
5051 90.6782 90.6774 19.0000 21.4000 7.0518 7.0518 6.1000 1.0911 1.0911 5.4600 8.1428 8.1428
5253 90.6768 90.6768 20.0000 14.4000 5.0029 5.0029 2.8000 4.5258 4.5258 2.7700 9.5288 9.5288
5354 90.6768 90.6766 29.0000 30.3000 25.9449 25.9449 20.1000 4.0240 4.0240 0.0000 29.9689 29.9689
5462 90.6766 90.6760 12.0000 13.9000 8.1896 8.1896 2.9000 24.5075 24.5075 20.0000 32.6972 32.6972
5657 99.5423 99.2460 6.0000 29.9000 29.8008 29.8008 29.8000 0.0029 0.0029 0.0000 29.8037 29.8037
5758 99.2460 92.5840 50.0000 20.0000 15.2812 15.2812 15.0000 0.3215 0.3215 0.0000 15.6027 15.6027
5859 92.5840 91.7788 18.0000 8.4000 0.8379 0.8379 2.3000 3.8088 3.8088 5.5000 4.6467 4.6467
5960 91.7788 91.2731 17.0000 10.1000 2.2506 2.2506 2.0000 6.0256 6.0256 5.9000 8.2763 8.2763
6061 91.2731 91.0448 11.0000 25.0000 10.8863 10.8863 10.4000 1.8064 1.8064 1.5000 12.6928 12.6928
6162 90.9552 90.6760 30.0000 9.3000 9.2182 9.2182 1.3000 5.7071 5.7071 2.0000 14.9253 The text continues on section 5.