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d1y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 12:52.
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 23.0000 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 1160 360 N48#2 1521 395 N50#1 1180 360
N50#2 1622 386 N52#1 1224 360 N52#2 1607 389
N1#1 1200 360 N1#2 1766 526 N4#1 1092 360
N4#2 2096 620 N8#1 1144 332 N8#2 2303 681
N13#1 1196 360 N13#2 2236 668 N25#1 1204 360
N25#2 1585 391 N28#1 1216 360 N28#2 1532 396
N29#1 1196 360 N29#2 1747 513 N30#1 1196 360
N30#2 2292 720 N31#1 1200 360 N31#2 2266 682
N32#1 1220 360 N32#2 1208 360 N33#1 1220 360
N33#2 1610 390 N36#1 1220 360 N36#2 1611 389
N42#1 1204 360 N42#2 1585 391 N44#1 1204 360
N44#2 1593 391 N45#1 1208 360 N45#2 1556 392
N47#1 1117 323 N47#2 1519 389 N55#1 1635 421
N55#2 1586 390 N56#1 1196 360 N56#2 1564 392
N63#1 1212 360 N63#2 1610 390 N64#1 1200 360
N64#2 1581 391 N66#1 1196 360 N66#2 1572 392
N58#1 1204 360 N58#2 1581 391 N59#1 1224 360
N59#2 1612 388 N61#1 1220 360 N61#2 1611 389
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 23.0000 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) 9.453000E+03 23.000
Total Infiltration 2.232665E+02 0.543
Total Evaporation 4.342661E+00 0.011
Surface Runoff from Watersheds 9.088349E+03 22.113
Total Water remaining in Surface Storage 1.444880E+02 0.352
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......... 9.460446E+03 23.018
Total Precipitation + Initial Storage. 9.453000E+03 23.000
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............... -0.0788
****************************************************
* 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.............. 9.088349E+03 22.113
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.................. 9.079529E+03 22.091
Initial Storage + Inflow.................... 9.088349E+03 22.113
Final Storage + Outflow + Diverted GW....... 9.079529E+03 22.091
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0971
##################################################
# 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).... 23.00000 23.00000 23.00000 23.00000 23.00000 23.00000
Max Intensity (mm/hr).. 107.64000 107.64000 107.64000 107.64000 107.64000 107.64000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 21.77957 0.00000 22.14121 0.00000 22.07284
Total Losses (mm)...... 0.00000 0.89114 0.00000 0.85484 0.00000 0.87987
Remaining Depth (mm)... 0.00000 0.32929 0.00000 0.00395 0.00000 0.04729
Peak Runoff Rate (cms). 0.00000 0.21715 0.00000 0.01162 0.00000 0.04358
Total Impervious Area
---------------------
Total Runoff Depth (mm) 22.88218 23.00102 22.93112 23.42399 23.01208 23.08883
Peak Runoff Rate (cms). 0.34250 0.00051 0.25603 0.00001 0.04959 0.00005
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 22.88218 23.00102 22.93112 23.42399 23.01208 23.08883
Peak Runoff Rate (cms). 0.34250 0.00051 0.25603 0.00001 0.04959 0.00005
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) 22.88218 21.78079 22.93112 22.14249 23.01208 22.07385
Peak Runoff Rate (cms). 0.34250 0.21765 0.25603 0.01163 0.04959 0.04364
Unit Runoff (mm/hr).... 73.13360 46.75055 83.72844 105.58570 105.89902 88.00782
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).... 23.00000 23.00000 23.00000 23.00000 23.00000 23.00000
Max Intensity (mm/hr).. 107.64000 107.64000 107.64000 107.64000 107.64000 107.64000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 21.92834 0.00000 22.02646 0.00000 22.05720
Total Losses (mm)...... 0.00000 0.88847 0.00000 0.88428 0.00000 0.88172
Remaining Depth (mm)... 0.00000 0.18319 0.00000 0.08927 0.00000 0.06108
Peak Runoff Rate (cms). 0.00000 0.34708 0.00000 0.23054 0.00000 0.06839
Total Impervious Area
---------------------
Total Runoff Depth (mm) 22.95625 23.06295 22.77242 23.03200 23.01738 23.01931
Peak Runoff Rate (cms). 0.05738 0.06963 0.10686 0.13994 0.01763 0.07154
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 22.95625 23.06295 22.77242 23.03200 23.01738 23.01931
Peak Runoff Rate (cms). 0.05738 0.06963 0.10686 0.13994 0.01763 0.07154
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) 22.95625 22.04180 22.77242 22.32812 23.01738 22.49015
Peak Runoff Rate (cms). 0.05738 0.41672 0.10686 0.37048 0.01763 0.13994
Unit Runoff (mm/hr).... 90.55747 64.92249 57.89703 85.66012 106.64876 94.06878
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).... 23.00000 23.00000 23.00000 23.00000 23.00000 23.00000
Max Intensity (mm/hr).. 107.64000 107.64000 107.64000 107.64000 107.64000 107.64000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 22.01454 0.00000 22.01011 0.00000 21.73201
Total Losses (mm)...... 0.00000 0.88503 0.00000 0.88528 0.00000 0.89164
Remaining Depth (mm)... 0.00000 0.10043 0.00000 0.10461 0.00000 0.37635
Peak Runoff Rate (cms). 0.00000 0.17540 0.00000 0.22630 0.00000 0.34569
Total Impervious Area
---------------------
Total Runoff Depth (mm) 22.95393 23.02181 22.96716 23.03413 22.99346 23.00020
Peak Runoff Rate (cms). 0.17581 0.13737 0.29200 0.00034 0.03362 0.00086
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 22.95393 23.02181 22.96716 23.03413 22.99346 23.00020
Peak Runoff Rate (cms). 0.17581 0.13737 0.29200 0.00034 0.03362 0.00086
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) 22.95393 22.36708 22.96716 22.01113 22.99346 21.73328
Peak Runoff Rate (cms). 0.17581 0.31278 0.29200 0.22664 0.03362 0.34654
Unit Runoff (mm/hr).... 89.88480 85.36727 93.80240 72.80564 101.69601 43.83156
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).... 23.00000 23.00000 23.00000 23.00000 23.00000 23.00000
Max Intensity (mm/hr).. 107.64000 107.64000 107.64000 107.64000 107.64000 107.64000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 21.96626 0.00000 18.96095 0.00000 22.00135
Total Losses (mm)...... 0.00000 0.88727 0.00000 0.89333 0.00000 0.88575
Remaining Depth (mm)... 0.00000 0.14647 0.00000 3.14571 0.00000 0.11290
Peak Runoff Rate (cms). 0.00000 0.36231 0.00000 0.10970 0.00000 0.34629
Total Impervious Area
---------------------
Total Runoff Depth (mm) 22.94924 23.06897 22.94924 22.98536 22.96372 23.01920
Peak Runoff Rate (cms). 0.06099 0.06696 0.09758 0.09798 0.25555 0.28025
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 22.94924 23.06897 22.94924 22.98536 22.96372 23.01920
Peak Runoff Rate (cms). 0.06099 0.06696 0.09758 0.09798 0.25555 0.28025
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) 22.94924 22.07653 22.94924 19.36339 22.96372 22.35760
Peak Runoff Rate (cms). 0.06099 0.42927 0.09758 0.20768 0.25555 0.62653
Unit Runoff (mm/hr).... 88.55156 69.56500 88.55156 21.05818 92.76589 83.61555
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).... 23.00000 23.00000 23.00000 23.00000 23.00000 23.00000
Max Intensity (mm/hr).. 107.64000 107.64000 107.64000 107.64000 107.64000 107.64000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 22.09769 0.00000 22.06517 0.00000 22.08882
Total Losses (mm)...... 0.00000 0.87542 0.00000 0.88084 0.00000 0.87730
Remaining Depth (mm)... 0.00000 0.02689 0.00000 0.05399 0.00000 0.03388
Peak Runoff Rate (cms). 0.00000 0.13175 0.00000 0.09679 0.00000 0.09455
Total Impervious Area
---------------------
Total Runoff Depth (mm) 23.00447 0.00000 23.00453 23.07859 23.00049 23.08428
Peak Runoff Rate (cms). 0.14387 0.00000 0.11799 0.00012 0.10268 0.00011
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 23.00447 0.00000 23.00453 23.07859 23.00049 23.08428
Peak Runoff Rate (cms). 0.14387 0.00407 0.11799 0.00012 0.10268 0.00011
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 23.00447 22.09769 23.00453 22.06618 23.00049 22.08982
Peak Runoff Rate (cms). 0.14387 0.13175 0.11799 0.09691 0.10268 0.09467
Unit Runoff (mm/hr).... 104.45183 95.65350 104.46477 85.80380 103.53185 92.87551
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).... 23.00000 23.00000 23.00000 23.00000 23.00000 23.00000
Max Intensity (mm/hr).. 107.64000 107.64000 107.64000 107.64000 107.64000 107.64000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 22.01975 0.00000 22.03402 0.00000 21.96658
Total Losses (mm)...... 0.00000 0.88471 0.00000 0.88375 0.00000 0.88726
Remaining Depth (mm)... 0.00000 0.09553 0.00000 0.08223 0.00000 0.14617
Peak Runoff Rate (cms). 0.00000 0.13777 0.00000 0.06855 0.00000 0.06648
Total Impervious Area
---------------------
Total Runoff Depth (mm) 22.96947 23.03937 22.97253 23.04870 22.97917 23.01784
Peak Runoff Rate (cms). 0.17443 0.00020 0.08150 0.00010 0.03491 0.00011
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 22.96947 23.03937 22.97253 23.04870 22.97917 23.01784
Peak Runoff Rate (cms). 0.17443 0.00020 0.08150 0.00010 0.03491 0.00011
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 22.96947 22.02077 22.97253 22.03503 22.97917 21.96763
Peak Runoff Rate (cms). 0.17443 0.13798 0.08150 0.06865 0.03491 0.06659
Unit Runoff (mm/hr).... 94.50440 74.75527 95.43950 77.87514 97.47780 65.32987
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).... 23.00000 23.00000 23.00000 23.00000 23.00000 23.00000
Max Intensity (mm/hr).. 107.64000 107.64000 107.64000 107.64000 107.64000 107.64000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 21.93915 21.88609 22.04189 0.00000 21.98069
Total Losses (mm)...... 0.00000 0.88816 0.88948 0.88314 0.00000 0.88670
Remaining Depth (mm)... 0.00000 0.17269 0.22443 0.07497 0.00000 0.13261
Peak Runoff Rate (cms). 0.00000 0.06938 0.09063 0.13379 0.00000 0.03901
Total Impervious Area
---------------------
Total Runoff Depth (mm) 23.01895 23.06216 23.08714 23.05484 22.95509 23.02207
Peak Runoff Rate (cms). 0.01177 0.00005 0.00179 0.00018 0.05219 0.00006
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 23.01895 23.06216 23.08714 23.05484 22.95509 23.02207
Peak Runoff Rate (cms). 0.01177 0.00005 0.00179 0.00018 0.05219 0.00006
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) 23.01895 21.93960 21.89810 22.04290 22.95509 21.98173
Peak Runoff Rate (cms). 0.01177 0.06943 0.09242 0.13398 0.05219 0.03907
Unit Runoff (mm/hr).... 106.83194 61.46752 55.91445 79.72771 90.22066 67.54331
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).... 23.00000 23.00000 23.00000 23.00000 23.00000 23.00000
Max Intensity (mm/hr).. 107.64000 107.64000 107.64000 107.64000 107.64000 107.64000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 22.06148 0.00000 22.00422 0.00000 21.98449
Total Losses (mm)...... 0.00000 0.88126 0.00000 0.88560 0.00000 0.88654
Remaining Depth (mm)... 0.00000 0.05726 0.00000 0.11018 0.00000 0.12897
Peak Runoff Rate (cms). 0.00000 0.10030 0.00000 0.14786 0.00000 0.22312
Total Impervious Area
---------------------
Total Runoff Depth (mm) 22.98963 23.07416 22.95825 23.03129 22.95276 23.02336
Peak Runoff Rate (cms). 0.11641 0.00013 0.18580 0.00023 0.29603 0.00036
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 22.98963 23.07416 22.95825 23.03129 22.95276 23.02336
Peak Runoff Rate (cms). 0.11641 0.00013 0.18580 0.00023 0.29603 0.00036
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) 22.98963 22.06249 22.95825 22.00524 22.95276 21.98553
Peak Runoff Rate (cms). 0.11641 0.10043 0.18580 0.14809 0.29603 0.22348
Unit Runoff (mm/hr).... 100.61149 84.78003 91.14128 71.67413 89.54991 68.17185
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).... 23.00000 23.00000 23.00000 23.00000 23.00000 23.00000
Max Intensity (mm/hr).. 107.64000 107.64000 107.64000 107.64000 107.64000 107.64000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 22.00626 0.00000 22.10029 0.00000 22.08359
Total Losses (mm)...... 0.00000 0.88549 0.00000 0.87479 0.00000 0.87824
Remaining Depth (mm)... 0.00000 0.10825 0.00000 0.02492 0.00000 0.03817
Peak Runoff Rate (cms). 0.00000 0.08523 0.00000 0.03451 0.00000 0.05021
Total Impervious Area
---------------------
Total Runoff Depth (mm) 22.96656 23.03224 23.01024 23.10657 23.00049 23.07543
Peak Runoff Rate (cms). 0.10832 0.00013 0.03491 0.00004 0.05704 0.00006
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 22.96656 23.03224 23.01024 23.10657 23.00049 23.07543
Peak Runoff Rate (cms). 0.10832 0.00013 0.03491 0.00004 0.05704 0.00006
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) 22.96656 22.00729 23.01024 22.10130 23.00049 22.08458
Peak Runoff Rate (cms). 0.10832 0.08536 0.03491 0.03455 0.05704 0.05027
Unit Runoff (mm/hr).... 93.62189 72.06165 105.58952 96.48729 103.53185 91.24742
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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| |
| |
| |
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| |
| |
| |
160.000 = =
| |
| |
| |
| |
| |
| |
| |
| |
| |
120.000 = =
| |
| |
RAINFALL | ################## |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
| # # |
80.000 = # # =
| ################# # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
################## # |
# # |
40.000 # # =
# # |
# # |
# # |
# ################## |
# ################# |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
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Full text of sections 2 to 4 (of 6)
Section 2
N : 0.150 to Station 5.2 Max Topwidth : 13.62 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.43E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 1.44 m^2
Max right bank area : 3.48 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.05 m^2
Natural Cross-Section information for Channel L5
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 10.0 meters. Maximum Elevation : 100.98 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.00 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.150 to Station 6.0 Max Topwidth : 15.64 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.63E+01 m
" " : 0.150 Beyond Station 13.9 Max left bank area : 2.88 m^2
Max right bank area : 0.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 12.20 m^2
Natural Cross-Section information for Channel L6
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.2 meters. Maximum Elevation : 100.67 meters.
Main Channel Length : 10.2 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.2 meters. Maximum Section Area : 17.13 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.075 to Station 9.5 Max Topwidth : 17.63 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.81E+01 m
" " : 0.050 Beyond Station 14.0 Max left bank area : 5.82 m^2
Max right bank area : 3.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.70 m^2
Natural Cross-Section information for Channel L7
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 10.5 meters. Maximum Elevation : 100.57 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 28.49 m^2.
Maximum hydraulic radius : 1.26 meters.
Manning N : 0.100 to Station 5.9 Max Topwidth : 22.07 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.27E+01 m
" " : 0.050 Beyond Station 17.0 Max left bank area : 2.52 m^2
Max right bank area : 4.76 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.20 m^2
Natural Cross-Section information for Channel L8
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.99 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 31.45 m^2.
Maximum hydraulic radius : 1.34 meters.
Manning N : 0.100 to Station 6.9 Max Topwidth : 22.84 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.34E+01 m
" " : 0.050 Beyond Station 25.3 Max left bank area : 0.80 m^2
Max right bank area : 0.84 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 29.81 m^2
Natural Cross-Section information for Channel L9
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.75 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.63 m^2.
Maximum hydraulic radius : 0.58 meters.
Manning N : 0.100 to Station 19.3 Max Topwidth : 31.87 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 3.20E+01 m
" " : 0.050 Beyond Station 29.7 Max left bank area : 10.56 m^2
Max right bank area : 0.85 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.22 m^2
Natural Cross-Section information for Channel L10
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.30 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 34.08 m^2.
Maximum hydraulic radius : 1.21 meters.
Manning N : 0.100 to Station 12.5 Max Topwidth : 27.76 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.82E+01 m
" " : 0.100 Beyond Station 19.7 Max left bank area : 7.97 m^2
Max right bank area : 11.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.40 m^2
Natural Cross-Section information for Channel L11
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.40 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 24.31 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.100 to Station 9.4 Max Topwidth : 23.40 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 18.3 Max left bank area : 4.50 m^2
Max right bank area : 5.17 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.64 m^2
Natural Cross-Section information for Channel L12
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.30 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 27.23 m^2.
Maximum hydraulic radius : 1.20 meters.
Manning N : 0.100 to Station 9.0 Max Topwidth : 22.04 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.26E+01 m
" " : 0.050 Beyond Station 20.5 Max left bank area : 3.20 m^2
Max right bank area : 2.75 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.27 m^2
Natural Cross-Section information for Channel L13
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 17.5 meters. Maximum Elevation : 97.98 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.75 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 25.57 m^2.
Maximum hydraulic radius : 0.74 meters.
Manning N : 0.100 to Station 7.9 Max Topwidth : 33.67 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 3.44E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 3.36 m^2
Max right bank area : 3.87 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.34 m^2
Natural Cross-Section information for Channel L14
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 97.89 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 13.80 m^2.
Maximum hydraulic radius : 0.51 meters.
Manning N : 0.075 to Station 4.4 Max Topwidth : 26.90 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 6.4 Max left bank area : 0.47 m^2
Max right bank area : 12.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.17 m^2
Natural Cross-Section information for Channel L15
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 13.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 13.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 13.0 meters. Maximum Section Area : 22.93 m^2.
Maximum hydraulic radius : 0.99 meters.
Manning N : 0.150 to Station 6.5 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.31E+01 m
" " : 0.150 Beyond Station 13.0 Max left bank area : 6.03 m^2
Max right bank area : 7.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.65 m^2
Natural Cross-Section information for Channel L24
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 20.0 meters. Maximum Elevation : 95.89 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.14 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.150 to Station 5.6 Max Topwidth : 18.86 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.97E+01 m
" " : 0.150 Beyond Station 17.6 Max left bank area : 4.14 m^2
Max right bank area : 1.42 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.58 m^2
Natural Cross-Section information for Channel L25
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 16.0 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 33.70 m^2.
Maximum hydraulic radius : 1.56 meters.
Manning N : 0.150 to Station 4.7 Max Topwidth : 20.62 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.16E+01 m
" " : 0.150 Beyond Station 12.6 Max left bank area : 5.47 m^2
Max right bank area : 9.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.45 m^2
Natural Cross-Section information for Channel L26
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 15.0 meters. Maximum Elevation : 95.80 meters.
Main Channel Length : 15.0 meters. Maximum depth : 3.00 meters.
Right Overbank Length : 15.0 meters. Maximum Section Area : 32.14 m^2.
Maximum hydraulic radius : 1.74 meters.
Manning N : 0.150 to Station 5.2 Max Topwidth : 16.49 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.85E+01 m
" " : 0.150 Beyond Station 15.0 Max left bank area : 4.31 m^2
Max right bank area : 2.97 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 24.86 m^2
Natural Cross-Section information for Channel L27
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.5 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 14.5 meters. Maximum depth : 3.50 meters.
Right Overbank Length : 14.5 meters. Maximum Section Area : 59.54 m^2.
Maximum hydraulic radius : 1.93 meters.
Manning N : 0.150 to Station 10.3 Max Topwidth : 28.97 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.09E+01 m
" " : 0.150 Beyond Station 18.8 Max left bank area : 10.14 m^2
Max right bank area : 23.29 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 26.10 m^2
Natural Cross-Section information for Channel L28
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 134.0 meters. Maximum Elevation : 120.20 meters.
Main Channel Length : 134.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 134.0 meters. Maximum Section Area : 59.24 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 54.40 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.46E+01 m
" " : 0.100 Beyond Station 50.0 Max left bank area : 7.20 m^2
Max right bank area : 7.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.80 m^2
Natural Cross-Section information for Channel L29
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 158.0 meters. Maximum Elevation : 110.70 meters.
Main Channel Length : 158.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 158.0 meters. Maximum Section Area : 50.05 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 50.70 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.09E+01 m
" " : 0.100 Beyond Station 48.0 Max left bank area : 2.94 m^2
Max right bank area : 2.21 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.90 m^2
Natural Cross-Section information for Channel L30
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 150.0 meters. Maximum Elevation : 102.10 meters.
Main Channel Length : 150.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 150.0 meters. Maximum Section Area : 48.61 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 42.75 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.32E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 6.05 m^2
Max right bank area : 1.51 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 41.05 m^2
Natural Cross-Section information for Channel L31
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 89.0 meters. Maximum Elevation : 97.00 meters.
Main Channel Length : 89.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 89.0 meters. Maximum Section Area : 44.72 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 41.50 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.19E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 5.00 m^2
Max right bank area : 1.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.47 m^2
Natural Cross-Section information for Channel L32
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 21.0 meters. Maximum Elevation : 95.70 meters.
Main Channel Length : 21.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 21.0 meters. Maximum Section Area : 10.12 m^2.
Maximum hydraulic radius : 0.59 meters.
Manning N : 0.125 to Station 9.3 Max Topwidth : 16.73 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.125 Beyond Station 15.5 Max left bank area : 2.68 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.82 m^2
Natural Cross-Section information for Channel L33
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 10.0 meters. Maximum Elevation : 98.41 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.90 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.46 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.150 to Station 11.8 Max Topwidth : 34.05 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.46E+01 m
" " : 0.150 Beyond Station 16.8 Max left bank area : 6.19 m^2
Max right bank area : 6.37 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.90 m^2
Natural Cross-Section information for Channel L34
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 17.5 meters. Maximum Elevation : 96.05 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 35.88 m^2.
Maximum hydraulic radius : 1.40 meters.
Manning N : 0.125 to Station 4.0 Max Topwidth : 24.90 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 2.56E+01 m
" " : 0.125 Beyond Station 20.5 Max left bank area : 3.49 m^2
Max right bank area : 4.65 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 27.74 m^2
Natural Cross-Section information for Channel L35
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 21.5 meters. Maximum Elevation : 95.93 meters.
Main Channel Length : 21.5 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 21.5 meters. Maximum Section Area : 63.01 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.125 to Station 9.0 Max Topwidth : 37.44 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.82E+01 m
" " : 0.125 Beyond Station 29.4 Max left bank area : 9.39 m^2
Max right bank area : 8.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.38 m^2
Natural Cross-Section information for Channel L36
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 18.0 meters. Maximum Elevation : 96.15 meters.
Main Channel Length : 18.0 meters. Maximum depth : 3.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 83.85 m^2.
Maximum hydraulic radius : 2.18 meters.
Manning N : 0.125 to Station 5.7 Max Topwidth : 37.26 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.85E+01 m
" " : 0.125 Beyond Station 27.9 Max left bank area : 8.03 m^2
Max right bank area : 13.14 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 62.69 m^2
Natural Cross-Section information for Channel W2637
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 95.72 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 33.22 m^2.
Maximum hydraulic radius : 1.37 meters.
Manning N : 0.100 to Station 9.3 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.42E+01 m
" " : 0.100 Beyond Station 13.2 Max left bank area : 9.20 m^2
Max right bank area : 16.38 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.64 m^2
Natural Cross-Section information for Channel L37
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 23.5 meters. Maximum Elevation : 95.83 meters.
Main Channel Length : 23.5 meters. Maximum depth : 3.60 meters.
Right Overbank Length : 23.5 meters. Maximum Section Area : 64.56 m^2.
Maximum hydraulic radius : 2.08 meters.
Manning N : 0.150 to Station 7.2 Max Topwidth : 29.14 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.10E+01 m
" " : 0.150 Beyond Station 18.1 Max left bank area : 15.49 m^2
Max right bank area : 14.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 34.81 m^2
Natural Cross-Section information for Channel L38
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 14.0 meters. Maximum Elevation : 94.05 meters.
Main Channel Length : 14.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 23.65 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.150 to Station 25.5 Max Topwidth : 22.36 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.28E+01 m
" " : 0.150 Beyond Station 34.8 Max left bank area : 7.14 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.61 m^2
Natural Cross-Section information for Channel L39
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 10.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 4.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 102.10 m^2.
Maximum hydraulic radius : 1.89 meters.
Manning N : 0.150 to Station 21.0 Max Topwidth : 53.20 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.40E+01 m
" " : 0.150 Beyond Station 35.5 Max left bank area : 31.77 m^2
Max right bank area : 18.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 52.07 m^2
Natural Cross-Section information for Channel L41
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 54.5 meters. Maximum Elevation : 93.53 meters.
Main Channel Length : 54.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 54.5 meters. Maximum Section Area : 27.51 m^2.
Maximum hydraulic radius : 1.05 meters.
Manning N : 0.150 to Station 22.2 Max Topwidth : 25.25 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.62E+01 m
" " : 0.150 Beyond Station 34.5 Max left bank area : 4.58 m^2
Max right bank area : 2.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.54 m^2
Natural Cross-Section information for Channel 4243
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 93.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 38.48 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.150 to Station 29.5 Max Topwidth : 37.34 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 3.77E+01 m
" " : 0.150 Beyond Station 36.0 Max left bank area : 19.72 m^2
Max right bank area : 7.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.38 m^2
Natural Cross-Section information for Channel 4344
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 50.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 36.14 m^2.
Maximum hydraulic radius : 1.12 meters.
Manning N : 0.100 to Station 30.0 Max Topwidth : 31.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 3.23E+01 m
" " : 0.150 Beyond Station 35.4 Max left bank area : 21.11 m^2
Max right bank area : 5.31 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.72 m^2
Natural Cross-Section information for Channel 6869
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 20.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 68.81 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.050 to Station 22.8 Max Topwidth : 63.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 6.37E+01 m
" " : 0.050 Beyond Station 41.8 Max left bank area : 7.78 m^2
Max right bank area : 22.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.29 m^2
Natural Cross-Section information for Channel 4445
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 33.0 meters. Maximum Elevation : 92.54 meters.
Main Channel Length : 33.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 45.62 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.080 to Station 4.6 Max Topwidth : 26.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 2.76E+01 m
" " : 0.100 Beyond Station 34.4 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.62 m^2
Natural Cross-Section information for Channel 4546
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 25.0 meters. Maximum Elevation : 91.88 meters.
Main Channel Length : 25.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 31.80 m^2.
Maximum hydraulic radius : 1.42 meters.
Manning N : 0.080 to Station 20.4 Max Topwidth : 21.43 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.24E+01 m
" " : 0.080 Beyond Station 24.1 Max left bank area : 21.27 m^2
Max right bank area : 2.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.00 m^2
Natural Cross-Section information for Channel 4647
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.21 m^2.
Maximum hydraulic radius : 1.28 meters.
Manning N : 0.080 to Station 11.2 Max Topwidth : 19.45 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.05E+01 m
" " : 0.080 Beyond Station 19.6 Max left bank area : 3.07 m^2
Max right bank area : 5.09 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.06 m^2
Natural Cross-Section information for Channel 4754
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 31.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 31.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 31.0 meters. Maximum Section Area : 43.02 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 21.5 Max Topwidth : 31.99 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.24E+01 m
" " : 0.050 Beyond Station 30.0 Max left bank area : 11.29 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.94 m^2
Natural Cross-Section information for Channel 4849
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 12.0 meters. Maximum Elevation : 92.61 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 29.93 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.060 to Station 21.7 Max Topwidth : 31.21 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.15E+01 m
" " : 0.060 Beyond Station 30.0 Max left bank area : 6.62 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.20 m^2
Natural Cross-Section information for Channel 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 12.4191 31.0478 760.0000
N2 9.7301 24.3254 0.0000
N3 43.2244 50.0000 0.0000
N4 27.9243 50.0000 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 27.2076 50.0000 0.0000
N12 26.7394 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 25.2756 50.0000 0.0000
N15 9.3965 23.4912 0.0000
N24 21.8578 50.0000 0.0000
N25 39.1543 50.0000 0.0000
N26 29.5536 50.0000 0.0000
N27 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N32 44.2054 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 39.6267 50.0000 0.0000
N35 37.9262 50.0000 0.0000
N36 42.4313 50.0000 0.0000
N37 26.8743 50.0000 0.0000
N38 32.5128 50.0000 0.0000
N39 39.5192 50.0000 0.0000
N41 28.1300 50.0000 0.0000
N42 20.5074 50.0000 0.0000
N43 48.5235 50.0000 0.0000
N44 49.3742 50.0000 0.0000
N45 43.5552 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 50.0000 50.0000 0.0000
N47 50.0000 50.0000 0.0000
N48 50.0000 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N51 44.9359 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N53 29.2859 50.0000 0.0000
N54 27.0589 50.0000 0.0000
N55 0.8189 2.0472 1170.0000
N56 2.0690 5.1725 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 50.0000 50.0000 0.0000
N62 50.0000 50.0000 0.0000
N63 4.0717 10.1794 19655.0000
N64 36.2949 50.0000 0.0000
N65 44.9055 50.0000 0.0000
N66 38.2184 50.0000 0.0000
N67 12.7153 31.7883 0.0000
N68 9.7641 24.4103 0.0000
D1 21.2636 50.0000 0.0000
N60.7 25.4563 50.0000 0.0000
The junction requiring the smallest time step was...N63
*==========================================================*
| 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 4.3195 4.3195 12.4534 0.0833 0.0043 0.0411 Normal Soln
L2 4.9027 4.9027 15.2695 0.0000 0.0040 0.0300 Normal Soln
L3 7.3941 7.3941 36.0655 0.0000 0.0054 0.0438 Normal Soln
L4 6.8312 6.8312 30.2300 0.0000 0.0058 0.1245 Normal Soln
L5 4.2189 4.2189 21.1988 0.0000 0.0051 0.1746 Normal Soln
L6 4.2587 4.2587 37.1374 0.0000 0.0068 0.0287 Normal Soln
L7 3.7862 3.7862 50.0000 5.7500 0.0123 0.0236 Normal Soln
L8 3.1682 3.1682 50.0000 247.7500 0.0207 0.0334 Normal Soln
L9 6.9984 6.9984 30.9103 0.0000 0.0082 0.3622 Normal Soln
L10 4.3693 4.3693 49.9664 8.7500 0.0087 0.0087 Normal Soln
L11 6.4083 6.4083 50.0000 0.0000 0.0291 0.0315 Normal Soln
L12 5.3945 5.3945 50.0000 0.0000 0.0409 0.0250 Normal Soln
L13 5.7986 5.7986 50.0000 0.0000 0.0473 0.0646 Normal Soln
L14 5.0994 5.0994 22.0176 0.0000 0.0496 0.7527 Normal Soln
L15 6.1919 6.1919 28.1758 0.0000 0.0452 0.0671 Normal Soln
L24 9.6094 9.6094 34.5161 0.0000 0.0309 0.0589 Normal Soln
L25 6.8086 6.8086 30.7226 0.0000 0.0325 0.0362 Normal Soln
L26 5.5823 5.5823 19.2929 0.0000 0.0222 0.0878 Normal Soln
L27 5.5730 5.5730 19.7177 0.0000 0.0304 0.0084 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0034 0.0048 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0040 0.0130 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0050 0.0144 Normal Soln
L31 38.9915 38.9915 50.0000 0.0000 0.0135 0.0323 Normal Soln
L32 8.0930 8.0930 28.6189 0.0000 0.0102 0.2679 Normal Soln
L33 7.3500 7.3500 30.6518 0.0000 0.0019 0.0335 Normal Soln
L34 7.8078 7.8078 50.0000 0.0000 0.0118 0.1179 Normal Soln
L35 9.6161 9.6161 31.4515 0.0000 0.0163 0.0204 Normal Soln
L36 6.2754 6.2754 12.4226 0.0000 0.0153 0.0053 Normal Soln
W2637 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
L37 9.8931 9.8931 49.6206 0.0000 0.0137 0.0122 Normal Soln
L38 5.1244 5.1244 17.9217 0.0000 0.0317 0.3096 Normal Soln
L39 3.6980 3.6980 15.8755 0.0000 -0.0376 0.0286 Normal Soln
L41 20.9515 20.9515 50.0000 0.0000 0.0252 0.2591 Normal Soln
4243 24.1442 24.1442 50.0000 0.0000 0.0204 0.1124 Normal Soln
4344 20.0151 20.0151 50.0000 0.0000 0.0173 0.0999 Normal Soln
6869 7.1272 7.1272 48.5622 0.0000 0.0085 0.1316 Normal Soln
4445 12.8141 12.8141 50.0000 0.0000 0.0171 0.0737 Normal Soln
4546 9.1144 9.1144 23.8658 0.0000 0.0229 0.0672 Normal Soln
4647 6.5789 6.5789 23.1187 0.0000 0.0197 0.3317 Normal Soln
4754 11.6098 11.6098 34.8074 0.0000 0.0191 0.0944 Normal Soln
4849 6.3178 6.3178 16.5369 0.0000 0.0045 0.0161 Normal Soln
5051 9.5088 9.5088 25.5615 0.0000 0.0049 0.0306 Normal Soln
5253 7.9968 7.9968 14.8676 0.0000 -0.0120 0.0184 Normal Soln
5354 14.4664 14.4664 50.0000 0.0000 -0.0200 0.0168 Normal Soln
5462 4.4168 4.4168 44.1594 0.0000 0.0240 0.0425 Normal Soln
5657 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5758 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5859 12.3152 12.3152 34.7961 0.0000 0.0021 0.0205 Normal Soln
5960 12.5083 12.5083 31.3886 0.0000 0.0020 0.0192 Normal Soln
6061 9.0869 9.0869 27.2638 0.0000 0.0028 0.0098 Normal Soln
6162 11.8035 11.8035 23.5532 0.0000 0.0023 0.0082 Normal Soln
6465 12.2742 12.2742 35.4658 0.0000 0.0275 0.0867 Normal Soln
6566 13.3819 13.3819 50.0000 0.0000 -0.0402 0.1156 Normal Soln
6667 18.4866 18.4866 50.0000 0.0000 0.0100 0.1184 Normal Soln
L595 1.9650 1.9650 44.2870 0.0000 0.0307 0.1049 Normal Soln
L598 2.3719 2.3719 8.6658 10.0000 -0.0024 0.3827 Normal Soln
5556ova 14.9038 14.9038 29.9938 0.0000 0.0011 0.0038 Normal Soln
5556unda 3.1986 3.1986 8.4679 0.0000 -0.0075 1.8759 Normal Soln
5663ova 50.0000 50.0000 50.0000 0.0000 0.0010 0.0148 Normal Soln
5663und 15.4844 15.4844 39.1859 0.0000 0.0041 2.2433 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6364und 17.1747 17.1747 28.9879 0.0000 -0.1938 37.9253 Normal Soln
6264ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6264und 1.7256 1.7256 4.7172 21.0833 0.0049 1.0146 Normal Soln
6768ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6768und 1.8539 1.8539 5.8595 66.5833 0.0051 0.8774 Normal Soln
4950ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4950und 3.2212 3.2212 12.8318 0.0000 0.0018 0.2539 Normal Soln
5152ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5152und 2.8479 2.8479 10.7617 0.0000 0.0025 0.1210 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...................................6364und
*==================================================*
| 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/ 0.06 / 97.56/ N32/ 0.13 / 94.93/
N33/ 0.00 / 97.51/ N34/ 0.05 / 94.12/ N35/ 0.12 / 94.09/
N36/ 0.05 / 93.03/ N37/ 0.04 / 92.35/ N38/ 0.19 / 92.19/
N39/ 0.21 / 92.19/ N41/ 0.10 / 91.98/ N42/ 0.10 / 91.58/
N43/ 0.11 / 90.76/ N44/ 0.07 / 90.07/ N45/ 0.12 / 89.82/
N69/ 0.06 / 87.74/ N46/ 0.12 / 89.46/ 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/ 0.11 / 88.74/ N65/ 0.13 / 88.21/
N66/ 0.21 / 87.99/ N67/ 0.37 / 87.98/ N68/ 0.08 / 87.92/
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/ 0.01 / L39/ -0.01 / L41/ 0.01 /
4243/ 0.01*/ 4344/ 0.01 / 6869/ 0.02 /
4445/ 0.01*/ 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/ 0.07 / 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/ 0.04 / L31/ 0.07 / L32/ 0.20 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.22 /
L36/ 0.34 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.06 / L39/ -0.04 / L41/ 0.12 /
4243/ 0.18 / 4344/ 0.21 / 6869/ 0.10 /
4445/ 0.10 / 4546/ 0.34 / 4647/ 0.11 /
4754/ 0.20 / 4849/ 0.05 / 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/ 0.32 / 6566/ 0.15 / 6667/ 0.03 /
L595/ 0.09 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.28 / 5663ova/ 0.00 / 5663und/ 0.26 /
6364ova/ 0.00 / 6364und/ 0.01 / 6264ova/ 0.00 /
6264und/ 0.33 / 6768ova/ 0.00 / 6768und/ 0.48 /
4950ova/ 0.00 / 4950und/ 0.05 / 5152ova/ 0.00 /
5152und/ 0.03 /
Conduit/ Width
L1/ 0.08 / L2/ 0.09 / L3/ 0.13 /
L4/ 0.84 / L5/ 2.86 / L6/ 5.12 /
L7/ 10.76 / L8/ 16.93 / L9/ 1.90 /
L10/ 5.84 / L11/ 10.38 / L12/ 12.58 /
L13/ 13.17 / L14/ 0.45 / L15/ 4.16 /
L24/ 0.88 / L25/ 1.14 / L26/ 0.86 /
L27/ 1.36 / L28/ 0.18 / L29/ 0.38 /
L30/ 1.91 / L31/ 1.82 / L32/ 0.73 /
L33/ 0.06 / L34/ 3.63 / L35/ 0.63 /
L36/ 0.39 / W2637/ 0.00 / L37/ 1.58 /
L38/ 2.18 / L39/ 2.31 / L41/ 1.91 /
4243/ 1.36 / 4344/ 1.25 / 6869/ 2.00 /
4445/ 2.21 / 4546/ 0.66 / 4647/ 2.11 /
4754/ 1.32 / 4849/ 0.21 / 5051/ 0.18 /
5253/ 0.16 / 5354/ 1.13 / 5462/ 2.30 /
5657/ 0.00 / 5758/ 0.22 / 5859/ 0.06 /
5960/ 0.09 / 6061/ 0.11 / 6162/ 0.04 /
6465/ 0.80 / 6566/ 1.23 / 6667/ 4.05 /
L595/ 2.51 / L598/ 1.20 / 5556ova/ 0.02 /
5556unda/ 0.15 / 5663ova/ 0.07 / 5663und/ 0.15 /
6364ova/ 0.00 / 6364und/ 0.27 / 6264ova/ 0.00 /
6264und/ 0.53 / 6768ova/ 0.00 / 6768und/ 0.50 /
4950ova/ 0.00 / 4950und/ 3.00 / 5152ova/ 0.00 /
5152und/ 3.00 /
Junction/ EGL
N1/ 0.02 / N2/ 0.01 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.57 / N12/ 1.17 /
N13/ 1.77 / N14/ 2.32 / N15/ 2.72 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.01 / N31/ 0.06 / N32/ 0.13 /
N33/ 0.00 / N34/ 3.05 / N35/ 0.12 /
N36/ 0.05 / N37/ 0.05 / N38/ 0.19 /
N39/ 0.21 / N41/ 0.10 / N42/ 0.10 /
N43/ 0.11 / N44/ 0.07 / N45/ 0.12 /
N69/ 0.06 / N46/ 0.13 / 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/ 0.13 /
N66/ 0.21 / N67/ 0.37 / 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/ 12.44 / N32/ 15.07 /
N33/ 12.49 / N34/ 15.88 / N35/ 15.91 /
N36/ 16.97 / N37/ 17.65 / N38/ 17.81 /
N39/ 17.81 / N41/ 18.02 / N42/ 18.42 /
N43/ 19.24 / N44/ 19.93 / N45/ 20.18 /
N69/ 22.26 / N46/ 20.54 / 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/ 10.26 / N65/ 10.79 /
N66/ 11.01 / N67/ 11.02 / N68/ 11.08 /
D1/ 21.23 / N60.7/ 9.40 /
Junction/ Max Volume
N1/ 0.56 / N2/ 0.44 / N3/ 0.50 /
N4/ 0.69 / N5/ 0.64 / N6/ 0.62 /
N7/ 1.16 / N8/ 1.69 / N9/ 2.12 /
N10/ 1.81 / N11/ 0.87 / N12/ 1.47 /
N13/ 2.07 / N14/ 2.62 / N15/ 0.29 /
N24/ 0.50 / N25/ 0.42 / N26/ 0.70 /
N27/ 0.40 / N28/ 0.19 / N29/ 0.25 /
N30/ 0.23 / N31/ 0.45 / N32/ 0.71 /
N33/ 0.30 / N34/ 0.69 / N35/ 0.76 /
N36/ 0.49 / N37/ 0.60 / N38/ 0.89 /
N39/ 0.84 / N41/ 0.81 / N42/ 0.83 /
N43/ 0.81 / N44/ 0.64 / N45/ 0.87 /
N69/ 1.01 / N46/ 0.84 / N47/ 0.74 /
N48/ 0.27 / N49/ 0.20 / N50/ 0.20 /
N51/ 0.24 / N52/ 0.24 / N53/ 0.34 /
N54/ 0.69 / N55/ 0.98 / N56/ 1.07 /
N57/ 0.00 / N58/ 0.09 / N59/ 0.13 /
N60/ 0.08 / N61/ 0.35 / N62/ 0.95 /
N63/ 0.27 / N64/ 0.82 / N65/ 1.05 /
N66/ 1.31 / N67/ 1.47 / N68/ 1.01 /
D1/ 1.12 / N60.7/ 0.28 /
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/ 14.32 / L9/ 0.03 /
L10/ 2.57 / L11/ 4.96 / L12/ 9.54 /
L13/ 11.72 / 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/ 0.14 / L31/ 0.11 / L32/ 0.04 /
L33/ 0.00 / L34/ 0.22 / L35/ 0.04 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.16 /
L38/ 0.23 / L39/ 0.35 / L41/ 0.11 /
4243/ 0.08 / 4344/ 0.07 / 6869/ 0.19 /
4445/ 0.14 / 4546/ 0.04 / 4647/ 0.14 /
4754/ 0.08 / 4849/ 0.01 / 5051/ 0.01 /
5253/ 0.01 / 5354/ 0.09 / 5462/ 0.17 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.05 / 6566/ 0.11 / 6667/ 0.63 /
L595/ 0.19 / 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/ 1.32 / L5/ 5.61 / L6/ 18.79 /
L7/ 69.43 / L8/ 143.22 / L9/ 0.28 /
L10/ 25.72 / L11/ 81.81 / L12/ 157.44 /
L13/ 205.11 / L14/ 0.25 / L15/ 3.87 /
L24/ 0.68 / L25/ 0.92 / L26/ 0.78 /
L27/ 2.04 / L28/ 1.63 / L29/ 4.36 /
L30/ 21.52 / L31/ 9.71 / L32/ 0.89 /
L33/ 0.01 / L34/ 3.90 / L35/ 0.88 /
L36/ 0.48 / W2637/ 0.00 / L37/ 3.71 /
L38/ 3.17 / L39/ 3.51 / L41/ 6.10 /
4243/ 4.81 / 4344/ 3.42 / 6869/ 3.71 /
4445/ 4.73 / 4546/ 1.11 / 4647/ 2.88 /
4754/ 2.41 / 4849/ 0.11 / 5051/ 0.27 /
5253/ 0.15 / 5354/ 2.75 / 5462/ 2.06 /
5657/ 0.00 / 5758/ 0.16 / 5859/ 0.04 /
5960/ 0.04 / 6061/ 0.02 / 6162/ 0.04 /
6465/ 1.72 / 6566/ 3.98 / 6667/ 31.49 /
L595/ 1.12 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.01 / 5663ova/ 0.00 / 5663und/ 0.05 /
6364ova/ 0.00 / 6364und/ 1.55 / 6264ova/ 0.00 /
6264und/ 0.46 / 6768ova/ 0.00 / 6768und/ 0.34 /
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/ 0.03 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.04 / L35/ 0.04 /
L36/ 0.02 / W2637/ 0.00 / L37/ 0.05 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.05 /
4243/ 0.05 / 4344/ 0.05 / 6869/ 0.06 /
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/ 0.03 /
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/ 97.56 L31/ 97.56/ 94.93 L32/ 94.93/ 94.12/
L33/ 97.51/ 97.12 L34/ 94.12/ 94.09 L35/ 94.09/ 93.03/
L36/ 93.03/ 92.35 W2637/ 92.35/ 92.35 L37/ 92.35/ 92.19/
L38/ 92.19/ 92.19 L39/ 92.18/ 92.19 L41/ 91.98/ 91.58/
4243/ 91.58/ 90.76 4344/ 90.76/ 90.07 6869/ 87.92/ 87.74/
4445/ 90.07/ 89.82 4546/ 89.82/ 89.46 4647/ 89.46/ 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/ 88.74/ 88.21 6566/ 88.21/ 87.99 6667/ 87.99/ 87.98/
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/ 88.74/ 88.74 6364und/ 95.75/ 88.74 6264ova/ 88.74/ 88.74/
6264und/ 88.77/ 88.74 6768ova/ 87.92/ 87.92 6768und/ 87.98/ 87.92/
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........ 10157
Total number of time steps during simulation.... 9322
Ratio of actual # of time steps / NTCYC......... 2.158
Average number of iterations per time step...... 1.090
Average time step size(seconds)................ 2.317
Smallest time step size(seconds)................ 0.714
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.227
Average minimum implicit time step (sec)........ 3.139
Average minimum junction time step (sec)........ 3.139
Average Courant Factor Tf....................... 3.139
Number of times omega reduced................... 279
*=========================================================*
| 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 1.15 10717 1 12 1 0 0
N2 0 1.17 10865 4 8 0 0 0
N3 0 1.14 10641 0 8 0 0 0
N4 0 1.18 11046 0 6 0 0 0
N5 0 1.31 12229 0 12 1 0 0
N6 0 1.56 14539 0 9 0 0 0
N7 0 2.45 22876 0 12 9 0 0
N8 0 3.24 30225 119 17 61 0 0
N9 0 2.54 23702 27 13 30 0 0
N10 0 1.15 10712 0 7 0 0 0
N11 0 1.75 16293 0 31 1 1 0
N12 0 2.68 24950 0 9 0 0 0
N13 0 3.05 28472 0 8 0 0 0
N14 0 2.43 22611 1 10 1 0 0
N15 0 1.15 10728 0 7 0 0 0
N24 0 1.15 10739 0 14 1 0 0
N25 0 1.19 11091 0 6 0 0 0
N26 0 1.25 11640 1 10 1 0 0
N27 0 1.22 11390 0 6 0 0 0
N28 0 1.06 9870 0 5 0 0 0
N29 0 1.14 10585 0 13 1 0 0
N30 0 1.18 11013 0 14 1 0 0
N31 0 1.09 10141 0 15 2 0 0
N32 0 1.15 10728 0 7 0 0 0
N33 0 1.12 10487 0 7 0 0 0
N34 0 1.21 11304 1 6 0 0 0
N35 0 1.27 11817 0 6 0 0 0
N36 0 1.12 10477 0 6 0 0 0
N37 0 1.19 11136 0 7 0 0 0
N38 0 1.23 11461 0 19 1 0 0
N39 0 1.18 10962 0 9 0 0 0
N41 0 1.24 11560 0 9 0 0 0
N42 0 1.21 11240 2 18 1 0 0
N43 0 1.24 11545 0 6 0 0 0
N44 0 1.19 11090 0 6 0 0 0
N45 0 1.19 11055 0 6 0 0 0
N69 0 1.21 11239 3 8 0 0 0
N46 0 1.20 11140 0 6 0 0 0
N47 0 1.19 11125 0 6 0 0 0
N48 0 1.13 10575 0 7 0 0 0
N49 0 1.14 10608 0 6 0 0 0
N50 0 1.17 10929 0 6 0 0 0
N51 0 1.20 11181 1 6 0 0 0
N52 0 1.17 10916 0 6 0 0 0
N53 0 1.40 13051 0 7 0 0 0
N54 0 1.49 13921 0 8 0 0 0
N55 0 1.09 10200 2 12 1 0 0
N56 0 1.15 10693 1 10 1 0 0
N57 0 1.00 9322 0 1 0 0 0
N58 0 1.09 10132 0 5 0 0 0
N59 0 1.13 10545 1 7 0 0 0
N60 0 1.16 10775 0 6 0 0 0
N61 0 1.14 10673 0 5 0 0 0
N62 0 1.95 18208 0 15 1 0 0
N63 0 1.46 13622 91 22 126 0 0
N64 0 1.33 12356 1 11 47 0 0
N65 0 1.15 10737 0 6 0 0 0
N66 0 1.18 10993 0 6 0 0 0
N67 0 1.21 11246 0 7 0 0 0
N68 0 1.16 10770 0 7 0 0 0
D1 0 1.72 16007 23 8 0 0 0
N60.7 0 1.17 10942 0 12 3 0 0
Total number of iterations for all junctions.. 793843
Minimum number of possible iterations......... 577964
Efficiency of the simulation.................. 1.37
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 103.3899 0 15 0.0000 6.6101 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.1509 0 15 0.0000 7.8491 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 100.8842 0 15 0.0000 9.1158 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.1490 0 15 0.0000 9.8510 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.6835 0 15 0.0000 10.3165 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.4821 0 16 0.0000 10.5179 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.4858 0 16 0.0000 10.5142 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.4862 0 16 0.0000 10.5138 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.4864 0 16 0.0000 10.5136 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8064 0 16 0.0000 11.1936 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.5713 0 16 0.0000 12.4287 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.5716 0 15 0.0000 12.4284 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.5716 0 15 0.0000 12.4284 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.5717 0 16 0.0000 12.4283 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.7480 0 16 0.0000 15.2520 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.5281 0 16 0.0000 15.4719 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.0144 0 17 0.0000 15.9856 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.5530 0 17 0.0000 16.4470 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.1369 0 17 0.0000 16.8631 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.6874 0 17 0.0000 9.3126 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.7527 0 17 0.0000 6.2473 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.7335 0 21 0.0000 4.2665 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 97.9538 0 19 0.0000 12.0462 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.5147 0 20 0.0000 14.4853 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8058 0 15 0.0000 12.1942 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.7644 0 20 0.0000 15.2356 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.7267 0 20 0.0000 15.2733 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.4693 0 20 0.0000 16.5307 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 92.9095 0 19 0.0000 17.0905 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 92.8894 0 19 0.0000 17.1106 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 92.8194 0 19 0.0000 17.1806 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 92.6937 0 20 0.0000 17.3063 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.3110 0 21 0.0000 17.6890 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.4580 0 24 0.0000 18.5420 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 90.6413 0 25 0.0000 19.3587 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.5738 0 25 0.0000 19.4262 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 88.6906 0 39 0.0000 21.3094 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.1782 0 25 0.0000 19.8218 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.0563 0 25 0.0000 9.9437 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.8465 0 15 0.0000 8.1535 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.4100 90.5487 0 15 0.0000 8.4513 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.3300 90.5271 0 15 0.0000 8.4729 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.2050 0 15 0.0000 8.7950 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.1719 0 15 0.0000 8.8281 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 89.8698 0 30 0.0000 9.1302 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 89.8693 0 31 0.0000 9.1307 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 99.9001 0 15 0.0000 10.0999 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.4719 0 16 0.0000 10.5281 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2300 0 0 0.0000 10.7700 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5323 0 15 0.0000 6.4677 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7321 0 15 0.0000 7.2679 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2428 0 15 0.0000 7.7572 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.8454 0 15 0.0000 8.1546 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 89.8662 0 31 0.0000 9.1338 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 96.0213 0 15 0.0000 2.9787 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.4457 0 29 0.0000 9.5543 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.1344 0 38 0.0000 9.8656 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.0936 0 39 0.0000 9.9064 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.0832 0 39 0.0000 9.9168 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 88.8507 0 39 0.0000 10.1493 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 89.8658 0 31 0.0000 20.1342 1.0000 0.0000 0.0000 0.0000
N60.7 100.0000 91.7000 90.8783 0 15 0.0000 9.1217 1.0000 0.0000 0.0000 0.0000
*======================================================*
| Table E10 - CONDUIT SUMMARY STATISTICS |
| Note: The peak flow may be less than the design flow |
| and the conduit may still surcharge because of the |
| downstream boundary conditions. |
| |
| * denotes an open conduit that has been overtopped |
| this is a potential source of severe errors |
*======================================================*
Conduit Maximum Maximum Time Maximum Time Ratio of Maximum Depth Ratio
Design Design Vertical Computed of Computed of Max. to at Pipe Ends d/D
Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm US DS
Name (cms) (m/s) (mm) (cms) Hr. Min. (m/s) Hr. Min. Flow (m) (m)
--------------- ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- ----- -----
L1 23.7900 1.8594 2000.000 0.4733 0 15 0.8435 0 15 0.0199 103.3899 102.1509 .2799 .2205
L2 31.3792 2.1255 2000.000 0.4699 0 15 0.7204 0 15 0.0150 102.1509 100.8842 .2204 .2521
L3 21.1637 1.3610 2000.000 0.4635 0 15 0.4436 0 15 0.0219 100.8842 100.1490 .2521 .3445
L4 14.8201 1.0611 2000.000 0.9160 0 15 0.5293 0 15 0.0618 100.1490 99.6835 .3445 .3218
L5 14.1212 0.8828 2000.000 0.9070 0 15 0.4717 0 15 0.0642 99.6835 99.4821 .3218 .3110
L6 107.6004 6.2330 2000.000 0.9032 0 16 0.2747 0 16 0.0084 99.4821 99.4858 .3110 .5779
L7 212.9831 7.4760 2500.000 0.8983 0 16 0.0954 0 16 0.0042 99.4858 99.4862 .4623 .6745
L8 226.7844 7.2108 2500.000 1.0106 0 16 0.0544 0 16 0.0045 99.4862 99.4864 .6745 .8466
L9 5.4768 0.2939 750.0000 0.9892 0 16 0.3235 0 16 0.1806 99.4864 99.3536 .3552 .1914
L10 230.8083 6.4972 2000.000 0.9891 0 16 0.2001 0 16 0.0043 98.8064 97.5713 .0532 .4357
L11 134.5580 5.4511 2000.000 1.0006 0 16 0.1161 0 16 0.0074 97.5713 97.5716 .4357 .7358
L12 167.9513 6.1303 2500.000 1.0053 0 16 0.0734 0 16 0.0060 97.5716 97.5716 .5886 .8287
L13 106.1819 4.1067 2750.000 1.3971 0 15 0.0855 0 15 0.0132 97.5716 97.5717 .7533 .9533
L14 3.7006 0.2681 800.0000 1.3915 0 16 0.4542 0 50 0.3760 97.5717 97.5184 .5396 .4855
L15 41.4767 1.7800 1500.000 1.3881 0 16 0.4614 0 14 0.0335 94.7480 94.5281 .1920 .3320
L24 46.8109 1.7908 2000.000 1.3776 0 16 0.5794 0 16 0.0294 94.5280 94.0144 .2490 .2122
L25 97.5504 2.8662 2500.000 1.7672 0 17 0.5208 0 16 0.0181 94.0143 93.5530 .1697 .2812
L26 39.8090 1.2386 3000.000 1.7478 0 17 0.7776 0 17 0.0439 93.5530 93.1369 .2343 .1323
L27 416.5903 6.9969 3500.000 1.7456 0 17 0.7356 0 16 0.0042 93.1369 92.8894 .1134 .2541
Section 4
L28 142.9406 2.4129 2000.000 0.3442 0 17 0.5086 0 16 0.0024 120.6874 113.7527 .0937 .1264
L29 111.2914 2.2238 2000.000 0.7124 0 18 0.7446 0 19 0.0064 113.7527 105.7335 .1264 .1167
L30 121.4510 2.4983 2000.000 0.8769 0 21 0.5056 0 21 0.0072 105.7335 97.9538 .1167 .2269
L31 81.3908 1.8198 2000.000 1.3201 0 19 0.4779 0 18 0.0162 97.9538 95.5147 .2269 .3574
L32 10.6189 1.0497 1500.000 1.4205 0 20 0.7355 0 20 0.1338 95.5147 94.7644 .4765 .4629
L33 13.2107 0.8025 900.0000 0.2101 0 15 0.3262 0 15 0.0159 97.8058 97.2716 .3287 .1684
L34 27.1462 0.7567 2000.000 1.5164 0 19 0.2092 0 19 0.0559 94.7644 94.7267 .3472 .3784
L35 151.1332 2.3985 2800.000 1.5202 0 20 0.6887 0 13 0.0101 94.7267 93.4693 .2703 .1748
L36 604.2278 7.2058 3400.000 1.5941 0 20 1.4490 0 16 0.0026 93.4693 92.9095 .1439 .1763
W2637 41.0450 1.2356 2000.000 0.0000 0 0 0.0000 0 0 0.0000 92.9095 92.9095 .0000 .0000
L37 268.7941 4.1638 3600.000 1.6189 0 21 0.4736 0 14 0.0060 92.9095 92.8894 .1665 .2471
L38 20.3679 0.8611 2000.000 3.1417 0 19 0.7812 0 17 0.1542 92.8894 92.8194 .4447 .4197
L39 220.6626 2.1612 4000.000 -3.1307 0 19 -0.6299 0 19 -0.0142 92.8194 92.6937 .1599 .1784
L41 24.3580 0.8853 2000.000 3.1177 0 20 0.4888 0 18 0.1280 92.6937 92.3110 .4068 .4155
4243 57.3946 1.4914 2000.000 3.2301 0 22 0.6433 0 20 0.0563 92.3110 91.4580 .4155 .4040
4344 63.4676 1.7564 2000.000 3.1759 0 24 0.7349 0 22 0.0500 91.4580 90.6413 .4040 .3207
6869 43.1813 0.6276 2800.000 2.8469 0 39 0.4118 0 39 0.0659 88.8507 88.6906 .3610 .3609
4445 86.8567 1.9041 2500.000 3.2047 0 25 0.4105 0 25 0.0369 90.6413 90.5738 .2565 .3495
4546 96.3889 3.0307 2500.000 3.2476 0 25 1.0507 0 18 0.0337 90.5738 90.1782 .3495 .3353
4647 19.5453 0.7456 2500.000 3.2491 0 26 0.8651 0 26 0.1662 90.1782 90.0563 .3353 .2945
4754 69.8137 1.6227 2500.000 3.2984 0 26 0.8913 0 24 0.0472 90.0563 89.8693 .2945 .2757
4849 68.7768 2.2981 2000.000 0.5538 0 15 0.7256 0 15 0.0081 90.8465 90.5940 .1332 .0920
5051 53.2734 2.2916 2000.000 0.8159 0 15 0.7435 0 15 0.0153 90.5271 90.2049 .0986 .0675
5253 101.3181 4.3724 2000.000 0.8965 0 15 1.3452 0 15 0.0088 90.1719 89.8698 .1210 .1699
5354 215.9379 3.0206 2500.000 0.8830 0 16 0.3955 0 15 0.0041 89.8698 89.8693 .1359 .2437
5462 217.9611 2.6925 2500.000 3.2294 0 28 0.2718 1 49 0.0148 89.8692 89.8662 .2437 .3785
5657 69.9273 5.9238 400.0000 0.0000 0 0 0.0000 0 0 0.0000 99.2300 99.2300 .0000 .0000
5758 51.4571 6.0705 500.0000 0.0000 0 0 0.0000 0 0 0.0000 99.2300 92.5323 .0000 .0000
5859 18.9395 2.2745 1000.000 0.1920 0 15 0.5173 0 15 0.0101 92.5323 91.7321 .0923 .1321
5960 27.1929 2.5298 1000.000 0.2573 0 15 0.5416 0 15 0.0095 91.7321 91.2428 .1321 .0828
6061 54.8120 3.2856 1000.000 0.2555 0 15 0.4035 0 24 0.0047 91.2428 90.8783 .0828 .1783
6162 84.2671 4.7255 2000.000 0.3446 0 15 1.2773 0 12 0.0041 90.8454 89.8662 .1727 .4731
6465 90.4168 2.4565 2400.000 3.4250 0 29 0.9023 0 11 0.0379 89.4457 89.1344 .3399 .4393
6566 57.6108 1.7304 2400.000 3.2844 0 30 0.6940 0 16 0.0570 89.1344 89.0936 .4393 .5473
6667 54.3218 0.8545 2400.000 2.9833 0 33 0.2890 0 8 0.0549 89.0936 89.0832 .5473 .6138
L595 217.9611 2.6925 2500.000 3.2783 0 30 0.2674 0 1 0.0150 89.8662 89.8657 .3785 .4463
L598 1.4897 2.7588 450.0000 0.2555 0 16 0.6925 0 16 0.1715 90.8783 90.8454 .6184 .7676
5556ova 8.0165 3.7039 500.0000 0.0153 0 15 0.5388 0 15 0.0019 99.9000 99.4719 .1000 .1439
5556unda 0.2730 2.4721 375.0000 0.2095 0 15 1.8938 0 10 0.7673 99.9000 99.4719 2.613 2.671
5663ova 7.0634 3.0050 500.0000 0.0525 0 16 0.6946 0 16 0.0074 99.4719 98.0707 .1439 .1414
5663und 0.2114 1.9145 375.0000 0.2305 0 16 2.1181 0 16 1.0900 99.4719 97.3401 2.858 .9069
6364ova 109.2892 6.1392 1800.000 0.0000 0 0 0.0000 0 0 0.0000 89.4457 89.4457 .0000 .0000
6364und 0.6735 4.2350 450.0000 0.4812 0 15 3.7950 0 15 0.7145 96.0213 89.4457 .6029 1.812
6264ova 48.9163 1.4846 800.0000 0.0000 0 0 0.0000 0 0 0.0000 89.4457 89.4457 .0000 .0000
6264und 3.2349 3.4667 1090.000 1.6315 0 31 1.9079 0 31 0.5043 89.8657 89.4457 1.023 .7484
6768ova 22.4678 1.2234 600.0000 0.0000 0 0 0.0000 0 0 0.0000 88.8507 88.8507 .0000 .0000
6768und 3.2349 3.4667 1090.000 1.4237 0 39 1.5360 0 39 0.4401 89.0832 88.8507 1.030 .9272
4950ova 6.3533 1.0576 500.0000 0.0000 0 0 0.0000 0 0 0.0000 90.5271 90.5271 .0000 .0000
4950und 2.1890 1.6215 450.0000 0.2775 0 15 0.4676 0 15 0.1268 90.5487 90.5271 .4415 .4381
5152ova 3.7458 0.5087 500.0000 0.0000 0 0 0.0000 0 0 0.0000 90.1719 90.1719 .0000 .0000
5152und 6.8731 2.7770 825.0000 0.4073 0 15 0.5577 0 15 0.0593 90.2050 90.1719 .2969 .2932
FREE # 1 Undefnd Undefnd Undefn 2.8469 0 39
*==================================================*
| 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 0.2272 0.5611 0.4213
L2 0.0000 360.0000 0.0000 0.0000 0.2218 0.6540 0.3395
L3 0.0000 360.0000 0.0000 0.0000 0.2779 1.0463 0.2643
L4 0.0000 360.0000 0.0000 0.0000 0.3203 1.7326 0.3519
L5 0.0000 360.0000 0.0000 0.0000 0.3528 1.9243 0.2980
L6 0.0000 360.0000 0.0000 0.0000 0.4037 3.2919 0.2440
L7 0.0000 360.0000 0.0000 0.0000 0.6898 9.4233 0.1355
L8 0.0000 360.0000 0.0000 0.0000 0.9509 18.5880 0.1034
L9 0.0000 0.0000 0.0000 360.0000 0.1202 3.0579 0.0663
L10 0.0000 360.0000 0.0000 0.0000 0.3367 4.9449 0.0977
L11 0.0000 360.0000 0.0000 0.0000 0.5701 8.6290 0.1358
L12 0.0000 360.0000 0.0000 0.0000 0.8608 13.7097 0.1300
L13 0.0000 360.0000 0.0000 0.0000 0.8747 16.3378 0.2006
L14 0.0000 0.0000 0.0000 360.0000 0.2130 3.2223 0.1770
L15 0.0000 360.0000 0.0000 0.0000 0.2829 3.4314 0.1592
L24 0.0000 360.0000 0.0000 0.0000 0.2210 2.3777 0.2671
L25 0.0000 360.0000 0.0000 0.0000 0.3303 3.5032 0.2850
L26 0.0000 360.0000 0.0000 0.0000 0.3452 2.2480 0.4275
L27 0.0000 360.0000 0.0000 0.0000 0.3254 2.6015 0.4435
L28 0.0000 360.0000 0.0000 0.0000 0.1581 0.6795 0.1115
L29 0.0000 360.0000 0.0000 0.0000 0.1911 0.9572 0.1784
L30 0.0000 360.0000 0.0000 0.0000 0.2658 1.7396 0.1731
L31 0.0000 360.0000 0.0000 0.0000 0.3167 2.7722 0.2783
L32 0.0000 360.0000 0.0000 0.0000 0.3399 1.9316 0.5169
L33 0.0000 0.0000 0.0000 360.0000 0.0992 0.6440 0.0730
L34 0.0000 360.0000 0.0000 0.0000 0.4169 7.2519 0.1517
L35 0.0000 360.0000 0.0000 0.0000 0.2244 2.4397 0.3865
L36 0.0000 360.0000 0.0000 0.0000 0.2016 1.4428 0.6556
W2637 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
L37 0.0000 360.0000 0.0000 0.0000 0.3733 3.8978 0.3166
L38 0.0000 360.0000 0.0000 0.0000 0.3861 4.2110 0.6471
L39 0.0000 82.3750 277.6250 0.0000 0.4175 4.9905 0.4245
L41 0.0000 360.0000 0.0000 0.0000 0.4467 6.5236 0.3939
4243 0.0000 360.0000 0.0000 0.0000 0.3440 5.0646 0.5205
4344 1.2083 358.7917 0.0000 0.0000 0.3094 4.3320 0.5305
6869 8.5000 351.5000 0.0000 0.0000 0.5738 6.9125 0.4162
4445 0.2083 359.7917 0.0000 0.0000 0.4676 7.8065 0.3110
4546 0.2083 359.7917 0.0000 0.0000 0.2872 3.6453 0.7626
4647 1.1250 358.8750 0.0000 0.0000 0.4528 3.7596 0.6804
4754 0.2083 359.7917 0.0000 0.0000 0.3465 4.1730 0.5736
4849 0.2083 0.0000 0.0000 359.7917 0.1343 0.7634 0.1634
5051 0.2083 6.4167 0.0000 353.3750 0.1574 1.0978 0.1232
5253 0.2083 359.7917 0.0000 0.0000 0.1475 0.8508 0.2510
5354 0.2083 356.3333 0.0000 3.4583 0.3899 9.1990 0.0566
5462 3.6250 356.3750 0.0000 0.0000 0.6426 17.2407 0.1462
5657 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5758 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5859 0.2083 359.7917 0.0000 0.0000 0.0890 0.3713 0.0580
5960 0.2083 359.7917 0.0000 0.0000 0.0652 0.4752 0.0581
6061 0.2083 19.7639 0.0000 340.0278 0.0845 0.9420 0.0354
6162 0.2083 359.7917 0.0000 0.0000 0.1936 1.3555 0.4160
6465 0.2083 359.7917 0.0000 0.0000 0.3341 4.4835 0.7337
6566 1.1250 358.8750 0.0000 0.0000 0.4394 8.0762 0.6039
6667 0.2083 359.7917 0.0000 0.0000 0.6708 22.7360 0.1980
L595 1.0417 358.9583 0.0000 0.0000 0.8584 24.2871 0.1390
L598 1.4167 358.5833 0.0000 0.0000 0.2032 0.3701 0.2152
5556ova 357.1111 2.8889 0.0000 0.0000 0.0278 0.0291 0.0308
5556unda 0.2083 23.3194 0.0000 336.4722 0.1090 0.1137 1.8544
5663ova 352.1736 0.0000 0.0000 7.8264 0.0350 0.0756 0.0495
5663und 0.2083 0.0000 0.0000 359.7917 0.1116 0.1088 1.4954
6364ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6364und 0.2083 359.7917 0.0000 0.0000 0.1195 0.1269 1.8297
6264ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6264und 1.4167 358.5833 0.0000 0.0000 0.3275 0.8558 1.8402
6768ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6768und 8.4583 351.5417 0.0000 0.0000 0.3315 0.9269 1.6387
4950ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4950und 1.1250 358.8750 0.0000 0.0000 0.1749 0.5940 0.0925
5152ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5152und 1.1250 358.8750 0.0000 0.0000 0.2096 0.7308 0.1357
*===========================================*
| 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 0.0262 566.6261 0.0009 1.0000 0.2916 0.0481 0.0561 13.3105
L2 0.0263 567.8175 0.0010 1.0000 0.2478 0.0467 0.0661 13.3105
L3 0.0263 568.1032 0.0011 1.0000 0.1589 0.0586 0.1022 13.3105
L4 0.0498 1076.0638 0.0017 1.0000 0.0646 0.0954 0.2373 13.3105
L5 0.0499 1077.7243 0.0024 1.0000 0.0245 0.2056 0.7377 13.3105
L6 0.0499 1078.1671 0.0034 1.0000 0.0098 0.3159 2.0977 3.1205
L7 0.0498 1076.7457 0.0055 1.0000 0.0023 0.5933 7.1268 3.1060
L8 0.0559 1207.1123 0.0081 1.0000 0.0010 0.8419 15.1157 3.1058
L9 0.0559 1207.0731 0.0017 1.0000 0.2357 0.0277 0.3492 6.6553
L10 0.0559 1208.1746 0.0020 1.0000 0.0261 0.2355 3.2671 6.8846
L11 0.0555 1198.4983 0.0042 1.0000 0.0033 0.4703 6.1607 3.1111
L12 0.0544 1176.0383 0.0037 1.0000 0.0015 0.7609 10.9443 3.1086
L13 0.0746 1610.2962 0.0066 1.0000 0.0014 0.8565 13.2537 3.1115
L14 0.0739 1596.5153 0.0021 1.0000 0.2384 0.0871 0.2960 6.6553
L15 0.0741 1600.1615 0.0021 1.0000 0.0826 0.0796 0.7274 8.9005
L24 0.0740 1598.8365 0.0020 1.0000 0.2204 0.0516 0.2631 8.8737
L25 0.0979 2115.4025 0.0031 1.0000 0.1587 0.0715 0.4309 8.8964
L26 0.0983 2123.1345 0.0027 1.0000 0.2233 0.0771 0.3093 8.8737
L27 0.0985 2127.0500 0.0028 1.0000 0.1250 0.1014 0.4848 4.4368
L28 0.0304 656.4009 0.0008 1.0000 0.3333 0.0328 0.1084 8.8737
L29 0.0573 1237.5461 0.0012 1.0000 0.2732 0.0425 0.1757 8.8737
L30 0.0948 2048.2022 0.0016 1.0000 0.1931 0.0872 0.4669 8.8737
L31 0.1352 2920.5842 0.0029 1.0000 0.1353 0.1081 0.5708 8.8737
L32 0.1469 3173.6845 0.0024 1.0000 0.2599 0.1167 0.3477 11.0921
L33 0.0086 185.2675 0.0005 1.0000 0.3820 0.0158 0.0432 13.3105
L34 0.1564 3379.2519 0.0029 1.0000 0.0551 0.1427 1.5904 11.0921
L35 0.1569 3388.8313 0.0026 1.0000 0.3194 0.0988 0.3727 11.0921
L36 0.1648 3559.7846 0.0026 1.0000 0.5907 0.0736 0.1957 3.9932
W2637 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1000
L37 0.1653 3570.1463 0.0029 1.0000 0.1468 0.1175 0.6462 3.9932
L38 0.2648 5719.3848 0.0051 1.0000 0.1227 0.1608 0.7616 3.9932
L39 -0.2652 -5728.240 0.0052 1.0000 0.0000 0.1310 1.0178 8.8737
L41 0.2679 5786.1568 0.0050 1.0000 0.1455 0.1375 1.0151 8.8737
4243 0.2862 6182.6931 0.0050 0.9991 0.2163 0.1229 0.7183 5.5195
4344 0.2884 6228.5308 0.0049 0.9965 0.2702 0.1126 0.6363 0.0708
6869 0.4485 9687.8243 0.0039 0.9779 0.1215 0.2192 1.7057 0.1488
4445 0.2973 6422.0193 0.0051 0.9992 0.1303 0.1280 1.4243 5.0231
4546 0.3046 6579.8650 0.0050 0.9992 0.3516 0.1280 0.4840 3.5879
4647 0.3055 6598.1259 0.0051 0.9968 0.1365 0.1610 0.8586 0.0502
4754 0.3112 6721.2134 0.0051 0.9992 0.3062 0.1095 0.6480 3.5879
4849 0.0351 757.7019 0.0012 0.9992 0.6459 0.0254 0.0970 3.5879
5051 0.0475 1025.9203 0.0015 0.9992 1.0038 0.0219 0.1454 3.5879
5253 0.0513 1107.5812 0.0017 0.9992 0.7295 0.0238 0.1087 2.1528
5354 0.0517 1117.5287 0.0029 0.9991 0.0852 0.0506 1.0434 3.4497
5462 0.3636 7852.8008 0.0076 0.9903 0.2533 0.1024 2.4353 0.0801
5657 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
5758 0.0000 0.0000 0.0000 0.0000 0.0000 0.0039 0.0598 0.0350
5859 0.0089 191.2105 0.0005 0.9992 0.3346 0.0101 0.0367 4.3055
5960 0.0115 248.7172 0.0005 0.9992 0.2987 0.0086 0.0419 3.5879
6061 0.0116 249.7842 0.0005 0.9991 0.8821 0.0069 0.0588 3.4497
6162 0.0159 344.0803 0.0006 0.9992 0.2337 0.0422 0.1273 3.5879
6465 0.4210 9094.6603 0.0073 0.9992 0.3190 0.1413 0.8160 3.5879
6566 0.4212 9098.3819 0.0065 0.9968 0.1654 0.1886 1.4009 1.1853
6667 0.4494 9706.6392 0.0061 0.9992 0.0442 0.2543 4.5997 5.7407
L595 0.3796 8200.4350 0.0182 0.9970 0.1421 0.1680 4.2090 1.5805
L598 0.0116 249.5266 0.0004 0.9961 0.3677 0.0287 0.0436 0.3909
5556ova 0.0000 1.0529 0.0000 0.0113 0.0046 0.0004 0.0004 0.0202
5556unda 0.0123 264.6801 0.0004 0.9992 1.5506 0.0220 0.0106 1.0046
5663ova 0.0006 12.7289 0.0001 0.0294 0.0233 0.0008 0.0013 0.0202
5663und 0.0162 349.3735 0.0004 0.9992 1.2183 0.0264 0.0132 1.0046
6364ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0500
6364und 0.0248 536.2703 0.0171 0.9992 0.3546 0.0566 0.0448 1.0046
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
6264und 0.3798 8202.6603 0.0025 0.9960 0.5503 0.1357 0.2117 0.0141
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
6768und 0.4481 9679.5051 0.0027 0.9779 0.6338 0.1398 0.2517 0.0140
4950ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0269
4950und 0.0351 758.5503 0.0005 0.9967 1.6520 0.0257 0.0821 0.0120
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0278
5152und 0.0475 1026.3213 0.0008 0.9967 0.8573 0.0304 0.0981 0.0120
FREE # 1 0.4486 9688.7890
*===============================================================*
| Table E13. Channel losses(H), headwater depth (HW), tailwater |
| depth (TW), critical and normal depth (Yc and Yn). |
| Use this section for culvert comparisons |
*===============================================================*
Conduit Maximum Head Friction Critical Normal HW TW
Name Flow Loss Loss Depth Depth Elevat Elevat
--------------- --------- --------- --------- --------- --------- --------- ---------
L1 0.4662 0.0000 1.2127 0.3935 0.5114 103.3869 102.1473 Max Flow
L2 0.4589 0.0000 0.9594 0.3432 0.4353 102.1470 100.8775 Max Flow
L3 0.4462 0.0000 0.3811 0.3392 0.4962 100.8772 100.1438 Max Flow
L4 0.8934 0.0000 0.4625 0.4041 0.6716 100.1433 99.6727 Max Flow
L5 0.8670 0.0000 0.1956 0.3186 0.6359 99.6722 99.4749 Max Flow
L6 0.8572 0.0000 0.0034 0.3974 0.3422 99.4747 99.4781 Max Flow
L7 0.8405 0.0000 0.0002 0.3605 0.3107 99.4780 99.4783 Max Flow
L8 0.9685 0.0000 0.0000 0.3662 0.3215 99.4783 99.4784 Max Flow
L9 0.9042 0.0000 0.1193 0.1394 0.3342 99.4784 99.3494 Max Flow
L10 0.8957 0.0000 0.0093 0.1096 0.0968 98.8003 97.5682 Max Flow
L11 0.8305 0.0000 0.0005 0.3235 0.3009 97.5678 97.5680 Max Flow
L12 0.7957 0.0000 0.0001 0.3616 0.3316 97.5679 97.5677 Max Flow
L13 1.2460 0.0000 0.0002 0.5316 0.4977 97.5677 97.5673 Max Flow
L14 1.1735 0.0000 0.0356 0.3874 0.4399 97.5673 97.5174 Max Flow
L15 1.0897 0.0000 0.2218 0.1475 0.2502 94.7117 94.3846 Max Flow
L24 1.1168 0.0000 0.5036 0.3113 0.4414 94.4962 93.9833 Max Flow
L25 1.4464 0.0000 0.1780 0.3034 0.3926 93.9834 93.5109 Max Flow
L26 1.4995 0.0000 0.3593 0.3519 0.7028 93.5114 93.1153 Max Flow
L27 1.5184 0.0000 0.0572 0.3858 0.3695 93.1156 92.8892 Max Flow
L28 0.3249 0.0000 4.0189 0.1197 0.1796 120.6818 113.7454 Max Flow
L29 0.7063 0.0000 7.9671 0.1642 0.2394 113.7456 105.7322 Max Flow
L30 0.8685 0.0000 2.1934 0.1609 0.2312 105.7322 97.9537 Max Flow
L31 1.3196 0.0000 0.9347 0.3205 0.4523 97.9538 95.5143 Max Flow
L32 1.4152 0.0000 0.7443 0.4858 0.7075 95.5142 94.7643 Max Flow
L33 0.2079 0.0000 0.5210 0.1510 0.2517 97.8049 97.2710 Max Flow
L34 1.5163 0.0000 0.0384 0.2506 0.5869 94.7643 94.7265 Max Flow
L35 1.5114 0.0000 1.0436 0.5137 0.7120 94.7265 93.4693 Max Flow
L36 1.5938 0.0000 0.3894 0.4965 0.4886 93.4693 92.9093 Max Flow
W2637 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
L37 1.6003 0.0000 0.0306 0.3925 0.4732 92.9094 92.8892 Max Flow
L38 3.1282 0.0000 0.0631 0.5813 1.0363 92.8892 92.8194 Max Flow
L39 -0.0135 0.0000 -0.0056 0.0041 0.0131 92.1841 92.1897 Max Flow
L41 3.1082 0.0000 0.4037 0.5036 0.8122 92.6933 92.2892 Max Flow
4243 3.0878 0.0000 0.8330 0.5466 0.8070 92.2877 91.4559 Max Flow
4344 3.1642 0.0000 0.7899 0.5384 0.7588 91.4558 90.6411 Max Flow
6869 2.8468 0.0000 0.1601 0.4233 1.0106 88.8507 88.6906 Max Flow
4445 3.2021 0.0000 0.0751 0.3995 0.5684 90.6412 90.5734 Max Flow
4546 3.2310 0.0000 0.3858 0.7402 0.8606 90.5735 90.1752 Max Flow
4647 3.1963 0.0000 0.1052 0.5118 1.1327 90.1754 90.0551 Max Flow
4754 3.2142 0.0000 0.2849 0.5155 0.7415 90.0553 89.7342 Max Flow
4849 0.5407 0.0000 0.2288 0.1821 0.2447 90.8441 90.5921 Max Flow
5051 0.7918 0.0000 0.3098 0.1145 0.1731 90.5252 90.1999 Max Flow
5253 0.8568 0.0000 0.5068 0.2046 0.1973 90.1683 89.6574 Max Flow
5354 0.8202 0.0000 0.2157 0.0646 0.1224 89.6573 89.4047 Max Flow
5462 3.2205 0.0000 0.0050 0.1717 0.2494 89.8669 89.8637 Max Flow
5657 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
5758 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
5859 0.1895 0.0000 0.4342 0.0766 0.0905 92.5317 91.7314 Max Flow
5960 0.2526 0.0000 0.4744 0.0911 0.1132 91.7313 91.2420 Max Flow
6061 0.2479 0.0000 0.0579 0.0720 0.0816 91.2419 90.8724 Max Flow
6162 0.3378 0.0000 0.6593 0.3445 0.3412 90.8429 89.3918 Max Flow
6465 3.4077 0.0000 0.2367 0.7222 0.8130 89.4445 89.0783 Max Flow
6566 3.2811 0.0000 0.1032 0.6903 0.9724 89.0786 88.9919 Max Flow
6667 2.9683 0.0000 0.0133 0.5083 0.9580 89.0705 89.0574 Max Flow
L595 3.2743 0.0000 0.0009 0.1736 0.2522 89.8637 89.8629 Max Flow
L598 0.2356 0.0319 0.0042 0.1577 0.1047 90.8724 90.8429 Max Flow
5556ova 0.0120 0.0000 0.1986 0.0516 0.0449 99.8957 99.4623 Max Flow
5556unda 0.2089 0.1747 0.2582 0.3297 0.2459 99.8957 99.4623 Max Flow
5663ova 0.0345 0.0000 1.3635 0.0641 0.0611 99.4619 98.0611 Max Flow
5663und 0.2298 0.5930 1.5307 0.3398 0.3750 99.4619 97.3398 Max Flow
6364ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6364und 0.4708 1.3918 5.2450 0.4459 0.2773 96.0140 89.3131 Max Flow
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6264und 1.6246 0.3515 0.0320 0.7184 0.5464 89.8629 89.4445 Max Flow
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6768und 1.4232 0.2036 0.0213 0.6708 0.5059 89.0831 88.8507 Max Flow
4950ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4950und 0.2687 0.0187 0.0019 0.0934 0.0933 90.5462 90.5252 Max Flow
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
5152und 0.3873 0.0289 0.0021 0.1188 0.1026 90.1998 90.1683 Max Flow
*==========================================================*
| Table E13a. CULVERT ANALYSIS CLASSIFICATION, |
| and the time the culvert was in a particular |
| classification during the simulation. The time is |
| in minutes. The Dynamic Wave Equation is used for |
| all conduit analysis but the culvert flow classification |
| condition is based on the HW and TW depths. |
*==========================================================*
Mild Mild Steep Mild Mild
Slope Slope TW Slope TW Slug Flow Slope Slope
Critical D Control Insignf Outlet/ TW > D TW <= D
Conduit Outlet Outlet Entrance Entrance Outlet Outlet Outlet Inlet Inlet
Name Control Control Control Control Control Control Control Control Configuration
--------------- --------- --------- --------- --------- --------- --------- --------- --------- -------------
L1 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L2 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L3 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L4 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L5 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L6 0.0000 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 None
L7 0.0000 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 None
L8 0.0000 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 None
L9 170.0000 190.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L10 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L11 0.0000 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 290.0000 0.0000 70.0000 0.0000 0.0000 0.0000 0.0000 None
L14 170.0000 190.0000 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 235.0000 125.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 330.0000 15.0000 0.0000 0.0000 0.0000 15.0000 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 65.0000 295.0000 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 125.0000 235.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 0.0000 325.0000 35.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
W2637 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L37 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L38 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L39 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L41 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4243 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4344 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6869 0.0000 355.0000 5.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4445 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4546 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4647 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4754 140.0000 220.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 5.0000 355.0000 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 45.0000 295.0000 20.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5354 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5462 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5657 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5758 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5859 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5960 15.0000 345.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6061 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 10.0000 340.0000 10.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6465 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L598 0.0000 0.0000 310.0000 40.0000 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 350.0000 0.0000 0.0000 10.0000 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 350.0000 0.0000 0.0000 0.0000 10.0000 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 40.0000 110.0000 0.0000 0.0000 210.0000 0.0000 None
6768ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 110.0000 115.0000 0.0000 0.0000 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 355.0000 0.0000 5.0000 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 255.0000 100.0000 0.0000 0.0000 5.0000 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
L1 0.0000 1.2083 1.2083 0.0000
L2 356.5417 356.5417 0.0000 0.0000
L3 358.6667 358.6667 0.0000 0.0000
L4 333.1667 333.2083 0.0000 0.0000
L5 0.0556 352.7500 0.0000 0.0000
L6 0.0000 345.1042 0.0000 0.0000
L7 0.0000 330.3333 0.0000 0.0000
L8 0.0000 334.4583 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 358.6250 0.0000 0.0000
L12 0.0000 347.7917 0.0000 0.0000
L13 0.0000 360.0000 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.7917 358.9583 0.0000 0.0000
L24 13.4444 14.5556 0.0000 0.0000
L25 356.9167 356.9167 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 359.9583 359.9583 0.0000 0.0000
L28 135.2500 136.4167 0.0000 0.0000
L29 334.4722 334.4722 0.0000 0.0000
L30 358.8333 358.8333 0.0000 0.0000
L31 358.7500 358.7500 0.0000 0.0000
L32 28.5278 28.5833 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.1250 351.8333 0.0000 0.0000
L35 6.4583 6.4583 0.0000 0.0000
L36 35.2222 35.2778 0.0000 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 334.6111 359.0000 0.0000 0.0000
L38 0.0417 6.1250 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 25.3889 25.4306 0.0000 0.0000
4243 296.7083 296.7083 0.1250 0.0000
4344 3.1250 3.1250 0.0417 0.0000
6869 2.5466 3.4633 0.0000 0.0000
4445 324.7639 356.7083 0.0000 0.0000
4546 246.2917 246.2917 2.0417 0.0000
4647 0.0000 1.2917 0.0000 0.0000
4754 5.6667 5.7917 0.0000 0.0000
4849 0.0000 0.0000 0.0000 0.0000
5051 0.0000 0.0000 1.2917 0.0000
5253 20.3889 20.3889 18.2917 0.0000
5354 327.4028 350.2500 0.7500 0.0000
5462 317.4583 356.3750 0.0000 0.0000
5657 0.0000 0.0000 0.0000 0.0000
5758 0.0000 0.0000 0.0000 0.0000
5859 358.5000 358.5000 1.0000 0.0000
5960 290.5000 290.5000 0.0000 0.0000
6061 18.1111 18.1528 0.0000 0.0000
6162 347.4583 347.4583 6.8750 0.0000
6465 352.4167 352.5000 0.2917 0.0000
6566 261.5377 358.6250 0.0000 0.0000
6667 0.1667 350.5833 0.0000 0.0000
L595 255.5417 358.0417 0.0000 0.0000
L598 291.5833 358.3333 0.0000 0.0000
5556ova 346.1111 346.1111 0.0000 0.0000
5556unda 2.3889 10.0694 348.0694 0.0000
5663ova 0.2222 0.2222 339.3333 0.0000
5663und 0.0000 0.0000 347.7500 0.0000
6364ova 0.0000 0.0000 0.0000 0.0000
6364und 343.2778 343.2778 13.5000 0.0000
6264ova 0.0000 0.0000 0.0000 0.0000
6264und 2.1667 319.3750 0.0000 0.0000
6768ova 0.0000 0.0000 0.0000 0.0000
6768und 0.0000 309.3333 0.9167 0.0000
4950ova 0.0000 0.0000 0.0000 0.0000
4950und 1.4167 356.7361 0.0833 0.0000
5152ova 0.0000 0.0000 0.0000 0.0000
5152und 144.2500 356.3750 0.1667 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
L1 0.0000 0.8484 0.0000 0.0000 0.4733 0.0000 0.0000 0.5579 0.0000 0.0000 5.8582 0.0000 0.5088
L2 0.0000 0.7206 0.0000 0.0000 0.4699 0.0000 0.0000 0.6521 0.0000 0.0000 7.1731 0.0000 0.4709
L3 0.0000 0.4450 0.0000 0.0000 0.4635 0.0000 0.0000 1.0417 0.0000 0.0000 16.6672 0.0000 0.5942
L4 0.0000 0.5304 0.0000 0.0000 0.9160 0.0000 0.0000 1.7271 0.0000 0.0000 27.6330 0.0000 0.6678
L5 0.0000 0.4717 0.0000 0.0000 0.9070 0.0000 0.0000 1.9227 0.0000 0.0000 19.2270 0.0000 0.6336
L6 0.0609 0.3121 0.0897 0.0196 0.8669 0.0167 0.3214 2.7779 0.1857 3.2785 28.3350 1.8942 0.9073
L7 0.0091 0.0974 0.0188 0.0007 0.8946 0.0030 0.0750 9.1811 0.1612 0.7872 96.4020 1.6925 1.4171
L8 0.0030 0.0545 0.0059 0.0001 1.0104 0.0001 0.0238 18.5360 0.0249 0.2380 185.3605 0.2488 1.8874
L9 0.2159 0.4125 0.4037 0.2982 0.6709 0.0201 1.3813 1.6264 0.0499 13.8128 16.2643 0.4990 0.2119
L10 0.1074 0.2322 0.1086 0.0550 0.8519 0.0822 0.5118 3.6694 0.7563 5.1183 36.6944 7.5629 0.5096
L11 0.0198 0.1312 0.0397 0.0120 0.9613 0.0274 0.6038 7.3277 0.6901 9.9626 120.9068 11.3858 1.1783
L12 0.0094 0.0774 0.0192 0.0044 0.9931 0.0079 0.4661 12.8246 0.4098 7.6898 211.6067 6.7616 1.7654
L13 0.0105 0.0952 0.0216 0.0106 1.3660 0.0206 1.0052 14.3557 0.9525 17.5909 251.2241 16.6691 2.3559
L14 0.0000 0.1732 0.3206 0.0000 0.0670 1.3245 0.0000 0.3867 4.1319 0.0000 3.8666 41.3194 0.4049
L15 0.2091 0.4878 0.1979 0.1168 1.1846 0.0867 0.5588 2.4284 0.4378 7.2639 31.5698 5.6912 0.3886
L24 0.0000 0.5809 0.0000 0.0000 1.3776 0.0000 0.0000 2.3715 0.0000 0.0000 47.4305 0.0000 0.4658
L25 0.2585 0.5437 0.1572 0.0634 1.6785 0.0254 0.2451 3.0870 0.1614 3.9221 49.3914 2.5822 0.5558
L26 0.0000 0.7799 0.0000 0.0000 1.7478 0.0000 0.0000 2.2411 0.0000 0.0000 33.6165 0.0000 0.5771
L27 0.0000 0.6766 0.0206 0.0000 1.7455 0.0000 0.0000 2.5798 0.0017 0.0000 37.4072 0.0252 0.6510
L28 0.0000 0.5114 0.0000 0.0000 0.3442 0.0000 0.0000 0.6730 0.0000 0.0000 90.1887 0.0000 0.2179
L29 0.0000 0.7446 0.0000 0.0000 0.7124 0.0000 0.0000 0.9568 0.0000 0.0000 151.1739 0.0000 0.2413
L30 0.0000 0.5052 0.0000 0.0000 0.8769 0.0000 0.0000 1.7358 0.0000 0.0000 260.3716 0.0000 0.3385
L31 0.0000 0.4771 0.0000 0.0000 1.3201 0.0000 0.0000 2.7667 0.0000 0.0000 246.2335 0.0000 0.5810
L32 0.0000 0.7364 0.0000 0.0000 1.4205 0.0000 0.0000 1.9291 0.0000 0.0000 40.5108 0.0000 0.7056
L33 0.0325 0.3283 0.0325 0.0000 0.2100 0.0000 0.0013 0.6397 0.0004 0.0134 6.3969 0.0044 0.2479
L34 0.0000 0.2131 0.1598 0.0000 1.4305 0.0859 0.0000 6.7120 0.5372 0.0000 117.4599 9.4012 0.7236
L35 0.0000 0.6369 0.0000 0.0000 1.5202 0.0000 0.0000 2.3868 0.0000 0.0000 51.3155 0.0000 0.6901
L36 0.0989 1.1353 0.0000 0.0003 1.5938 0.0000 0.0030 1.4039 0.0000 0.0545 25.2701 0.0000 0.5550
W2637 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
L37 0.0443 0.4229 0.0000 0.0027 1.6161 0.0000 0.0615 3.8214 0.0000 1.4444 89.8024 0.0000 0.7418
L38 0.0414 0.7677 0.0000 0.0044 3.1373 0.0000 0.1052 4.0868 0.0000 1.4734 57.2150 0.0000 0.8679
L39 0.0000 0.6320 0.0964 0.0000 3.1296 0.0011 0.0000 4.9517 0.0115 0.0000 49.5172 0.1148 0.7035
L41 0.2076 0.5007 0.2009 0.0559 3.0157 0.0461 0.2692 6.0229 0.2294 14.6720 328.2463 12.5045 0.8197
4243 0.1851 0.8043 0.2075 0.1472 2.9639 0.1190 0.7951 3.6849 0.5737 47.7040 221.0933 34.4219 0.8169
4344 0.3102 0.9527 0.2041 0.3537 2.7661 0.0561 1.1401 2.9033 0.2750 57.0030 145.1649 13.7478 0.7376
6869 0.0000 0.4119 0.0000 0.0000 2.8469 0.0000 0.0000 6.9111 0.0000 0.0000 138.2211 0.0000 1.0107
4445 0.0000 0.4109 0.0000 0.0000 3.2047 0.0000 0.0000 7.7990 0.0000 0.0000 257.3677 0.0000 0.7483
4546 0.4468 1.2949 0.2056 0.7584 2.4857 0.0035 1.6975 1.9195 0.0173 42.4380 47.9877 0.4313 0.8577
4647 0.0000 0.8647 0.0000 0.0000 3.2491 0.0000 0.0000 3.7577 0.0000 0.0000 75.1537 0.0000 0.7942
4754 0.3217 0.8408 0.4528 0.0491 3.0995 0.1498 0.1525 3.6862 0.3309 4.7271 114.2735 10.2579 0.7057
4849 0.0000 0.7294 0.0000 0.0000 0.5538 0.0000 0.0000 0.7592 0.0000 0.0000 9.1109 0.0000 0.2336
5051 0.4515 0.7523 0.0000 0.0131 0.8028 0.0000 0.0291 1.0672 0.0000 0.5533 20.2763 0.0000 0.1695
5253 0.0000 1.0820 0.3932 0.0000 0.8849 0.0116 0.0000 0.8179 0.0295 0.0000 16.3572 0.5896 0.2317
5354 0.0467 0.0985 0.0711 0.0080 0.8392 0.0357 0.1713 8.5168 0.5024 4.9669 246.9867 14.5696 0.4637
5462 0.1095 0.1935 0.0502 0.0786 3.1350 0.0159 0.7179 16.2002 0.3157 8.6144 194.4022 3.7889 0.7640
5657 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
5758 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
5859 0.0000 0.5193 0.0000 0.0000 0.1920 0.0000 0.0000 0.3697 0.0000 0.0000 6.6547 0.0000 0.1108
5960 0.0961 0.5549 0.0227 0.0000 0.2572 0.0000 0.0003 0.4636 0.0000 0.0055 7.8810 0.0000 0.1113
6061 0.0607 0.2718 0.0000 0.0000 0.2554 0.0000 0.0007 0.9399 0.0000 0.0074 10.3391 0.0000 0.1280
6162 0.0563 0.2977 0.0000 0.0132 0.3314 0.0000 0.2352 1.1129 0.0000 7.0555 33.3867 0.0000 0.7325
6465 0.0868 0.7714 0.3046 0.0001 3.4081 0.0169 0.0007 4.4179 0.0553 0.0227 141.3724 1.7705 0.9189
6566 0.0000 0.4581 0.2819 0.0000 2.6208 0.6635 0.0000 5.7205 2.3535 0.0000 200.2182 82.3728 1.1714
6667 0.0965 0.1832 0.0808 0.9841 1.7651 0.2341 10.1935 9.6357 2.8974 509.6733 481.7850 144.8721 1.3862
L595 0.0820 0.1415 0.0390 0.1179 3.1328 0.0275 1.4384 22.1378 0.7055 8.6305 132.8269 4.2332 1.0233
5556ova 0.0000 0.5290 0.0000 0.0000 0.0153 0.0000 0.0000 0.0289 0.0000 0.0000 0.4621 0.0000 0.0587
5663ova 0.0000 0.7076 0.0000 0.0000 0.0525 0.0000 0.0000 0.0742 0.0000 0.0000 6.1582 0.0000 0.0714
6364ova 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
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
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 0.0000 1.3899 0.0000 1.3899 10.209 12.402 0.0000 1.3899 0.0000 1.3899 10.209 12.402 0.0000 0.0000 0.0000 None
L2 0.0000 1.5975 0.0000 1.5975 2.9775 5.7472 0.0000 1.5975 0.0000 1.5975 2.9775 5.7472 0.0000 0.0000 0.0000 None
L3 0.0000 2.9808 0.0000 2.9808 5.8550 9.3610 0.0000 2.9808 0.0000 2.9808 5.8550 9.3610 0.0000 0.0000 0.0000 None
L4 0.0000 5.3852 0.0000 5.3852 5.2774 10.450 0.0000 5.3852 0.0000 5.3852 5.2774 10.450 0.0000 0.0000 0.0000 None
L5 0.0000 6.4019 0.0000 6.4019 7.9319 13.166 0.0000 6.4019 0.0000 6.4019 7.9319 13.166 0.0000 0.0000 0.0000 None
L6 1.2706 56.296 1.0821 58.648 7.5361 15.135 1.2706 56.296 1.0821 58.648 7.5361 15.135 0.0000 0.0000 0.0000 None
L7 0.1732 227.74 0.7703 228.68 5.2677 18.360 0.1732 227.74 0.7703 228.68 5.2677 18.360 0.0000 0.0000 0.0000 None
L8 0.03660 525.68 0.07675 525.80 6.5263 25.691 0.03660 525.68 0.07675 525.80 6.5263 25.691 0.0000 0.0000 0.0000 None
L9 2.7973 6.2941 0.1890 9.2804 4.1480 30.281 2.7973 6.2941 0.1890 9.2804 4.1480 30.281 0.0000 0.0000 0.0000 None
L10 2.0149 31.216 3.0105 36.242 10.491 22.668 2.0149 31.216 3.0105 36.242 10.491 22.668 0.0000 0.0000 0.0000 None
L11 2.2692 182.31 5.1998 189.78 6.8215 21.247 2.2692 182.31 5.1998 189.78 6.8215 21.247 0.0000 0.0000 0.0000 None
L12 1.7101 387.54 3.0691 392.32 6.9532 22.224 1.7101 387.54 3.0691 392.32 6.9532 22.224 0.0000 0.0000 0.0000 None
L13 3.8437 496.61 7.4775 507.93 3.6757 21.842 3.8437 496.61 7.4775 507.93 3.6757 21.842 0.0000 0.0000 0.0000 None
L14 0.0000 1.6874 33.366 35.053 4.5416 25.241 0.0000 1.6874 33.366 35.053 4.5416 25.241 0.0000 0.0000 0.0000 None
L15 1.2421 12.597 0.9215 14.761 3.6243 15.442 1.2421 12.597 0.9215 14.761 3.6243 15.442 0.0000 0.0000 0.0000 None
L24 0.0000 8.7061 0.0000 8.7061 6.7863 17.136 0.0000 8.7061 0.0000 8.7061 6.7863 17.136 0.0000 0.0000 0.0000 None
L25 0.6225 16.490 0.2492 17.362 3.8179 14.030 0.6225 16.490 0.2492 17.362 3.8179 14.030 0.0000 0.0000 0.0000 None
L26 0.0000 11.261 0.0000 11.261 6.4509 12.571 0.0000 11.261 0.0000 11.261 6.4509 12.571 0.0000 0.0000 0.0000 None
L27 0.0000 26.914 .000551 26.914 12.130 18.966 0.0000 26.914 .000551 26.914 12.130 18.966 0.0000 0.0000 0.0000 None
L28 0.0000 1.9789 0.0000 1.9789 27.911 32.089 0.0000 1.9789 0.0000 1.9789 27.911 32.089 0.0000 0.0000 0.0000 None
L29 0.0000 3.1816 0.0000 3.1816 24.535 29.465 0.0000 3.1816 0.0000 3.1816 24.535 29.465 0.0000 0.0000 0.0000 None
L30 0.0000 7.3067 0.0000 7.3067 26.872 33.128 0.0000 7.3067 0.0000 7.3067 26.872 33.128 0.0000 0.0000 0.0000 None
L31 0.0000 13.586 0.0000 13.586 26.029 33.971 0.0000 13.586 0.0000 13.586 26.029 33.971 0.0000 0.0000 0.0000 None
L32 0.0000 7.5161 0.0000 7.5161 9.8076 15.276 0.0000 7.5161 0.0000 7.5161 9.8076 15.276 0.0000 0.0000 0.0000 None
L33 .000224 1.0794 .000073 1.0796 11.463 16.910 .000224 1.0794 .000073 1.0796 11.463 16.910 0.0000 0.0000 0.0000 None
L34 0.0000 30.790 1.8483 32.638 5.0668 22.310 0.0000 30.790 1.8483 32.638 5.0668 22.310 0.0000 0.0000 0.0000 None
L35 0.0000 4.9902 0.0000 4.9902 9.3370 27.002 0.0000 4.9902 0.0000 4.9902 9.3370 27.002 0.0000 0.0000 0.0000 None
L36 .002047 10.902 0.0000 10.904 5.5900 12.350 .002047 10.902 0.0000 10.904 5.5900 12.350 0.0000 0.0000 0.0000 None
W2637 0.0000 0.0000 0.0000 0.0000 9.3000 9.3000 0.0000 0.0000 0.0000 0.0000 9.3000 9.3000 0.0000 0.0000 0.0000 None
L37 0.07828 46.451 0.0000 46.530 6.4843 16.554 0.07828 46.451 0.0000 46.530 6.4843 16.554 0.0000 0.0000 0.0000 None
L38 0.07352 52.962 0.0000 53.036 22.398 34.519 0.07352 52.962 0.0000 53.036 22.398 34.519 0.0000 0.0000 0.0000 None
L39 0.0000 28.137 .009948 28.147 24.029 35.722 0.0000 28.137 .009948 28.147 24.029 35.722 0.0000 0.0000 0.0000 None
L41 0.6880 37.125 0.5674 38.381 21.202 35.366 0.6880 37.125 0.5674 38.381 21.202 35.366 0.0000 0.0000 0.0000 None
4243 1.5500 31.212 1.2533 34.015 24.482 39.038 1.5500 31.212 1.2533 34.015 24.482 39.038 0.0000 0.0000 0.0000 None
4344 3.4795 27.212 0.5521 31.244 23.247 37.029 3.4795 27.212 0.5521 31.244 23.247 37.029 0.0000 0.0000 0.0000 None
6869 0.0000 31.816 0.0000 31.816 27.840 39.664 0.0000 31.816 0.0000 31.816 27.840 39.664 0.0000 0.0000 0.0000 None
4445 0.0000 67.497 0.0000 67.497 13.242 29.591 0.0000 67.497 0.0000 67.497 13.242 29.591 0.0000 0.0000 0.0000 None
4546 7.2538 23.774 0.03393 31.062 11.920 24.334 7.2538 23.774 0.03393 31.062 11.920 24.334 0.0000 0.0000 0.0000 None
4647 0.0000 44.377 0.0000 44.377 11.265 19.073 0.0000 44.377 0.0000 44.377 11.265 19.073 0.0000 0.0000 0.0000 None
4754 0.6652 42.024 2.0316 44.721 20.017 31.915 0.6652 42.024 2.0316 44.721 20.017 31.915 0.0000 0.0000 0.0000 None
4849 0.0000 4.0400 0.0000 4.0400 23.545 29.052 0.0000 4.0400 0.0000 4.0400 23.545 29.052 0.0000 0.0000 0.0000 None
5051 0.1045 6.3806 0.0000 6.4851 14.956 21.794 0.1045 6.3806 0.0000 6.4851 14.956 21.794 0.0000 0.0000 0.0000 None
5253 0.0000 8.1326 0.1065 8.2391 12.163 17.513 0.0000 8.1326 0.1065 8.2391 12.163 17.513 0.0000 0.0000 0.0000 None
5354 0.9152 96.087 4.0904 101.09 8.9927 32.173 0.9152 96.087 4.0904 101.09 8.9927 32.173 0.0000 0.0000 0.0000 None
5462 4.0313 160.74 0.8135 165.59 8.6991 35.105 4.0313 160.74 0.8135 165.59 8.6991 35.105 0.0000 0.0000 0.0000 None
5657 0.0000 0.0000 0.0000 0.0000 29.900 29.900 0.0000 0.0000 0.0000 0.0000 29.900 29.900 0.0000 0.0000 0.0000 None
5758 0.0000 0.0000 0.0000 0.0000 20.000 20.000 0.0000 0.0000 0.0000 0.0000 20.000 20.000 0.0000 0.0000 0.0000 None
5859 0.0000 1.2375 0.0000 1.2375 7.8207 11.910 0.0000 1.2375 0.0000 1.2375 7.8207 11.910 0.0000 0.0000 0.0000 None
5960 .000168 1.3996 .35E-06 1.3998 8.0433 16.004 .000168 1.3996 .35E-06 1.3998 8.0433 16.004 0.0000 0.0000 0.0000 None
6061 .000575 3.5769 0.0000 3.5775 14.525 25.914 .000575 3.5769 0.0000 3.5775 14.525 25.914 0.0000 0.0000 0.0000 None
6162 0.4586 11.478 0.0000 11.937 5.2739 10.711 0.4586 11.478 0.0000 11.937 5.2739 10.711 0.0000 0.0000 0.0000 None
6465 .000761 42.154 0.2085 42.363 29.151 43.055 .000761 42.154 0.2085 42.363 29.151 43.055 0.0000 0.0000 0.0000 None
6566 0.0000 65.438 16.567 82.005 7.0270 25.028 0.0000 65.438 16.567 82.005 7.0270 25.028 0.0000 0.0000 0.0000 None
6667 69.724 125.06 16.590 211.38 6.2997 39.832 69.724 125.06 16.590 211.38 6.2997 39.832 0.0000 0.0000 0.0000 None
L595 10.184 270.49 2.3766 283.05 7.7430 35.702 10.184 270.49 2.3766 283.05 7.7430 35.702 0.0000 0.0000 0.0000 None
5556ova 0.0000 0.1344 0.0000 0.1344 9.1609 10.145 0.0000 0.1344 0.0000 0.1344 9.1609 10.145 0.0000 0.0000 0.0000 None
5663ova 0.0000 0.3971 0.0000 0.3971 9.1524 11.231 0.0000 0.3971 0.0000 0.3971 9.1524 11.231 0.0000 0.0000 0.0000 None
6364ova 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 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 0.0000 0.0000 0.0000 0.0000 31.100 31.100 0.0000 0.0000 0.0000 0.0000 31.100 31.100 0.0000 0.0000 0.0000 None
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 103.3899 102.1509 10.5000 11.7000 1.4913 1.4913 1.7000 0.7018 0.7018 0.8000 2.1931 2.1931
L2 102.1509 100.8842 11.0000 4.2000 1.2225 1.2225 2.7000 1.5472 1.5472 2.3000 2.7697 2.7697
L3 100.8842 100.1490 16.0000 7.4000 1.5450 1.5450 2.6000 1.9610 1.9610 3.3000 3.5060 3.5060
L4 100.1490 99.6835 16.0000 6.5000 1.2226 1.2226 1.3000 3.9501 3.9501 4.2000 5.1727 5.1727
L5 99.6835 99.4821 10.0000 11.5000 3.5681 3.5681 5.5000 1.6659 1.6659 2.4000 5.2340 5.2340
L6 99.4821 99.4858 10.2000 12.1000 4.5639 4.5639 2.6000 3.0347 3.0347 1.9000 7.5986 7.5986
L7 99.4858 99.4862 10.5000 11.9000 6.6323 6.6323 6.0000 6.4595 6.4595 5.1000 13.0919 13.0919
L8 99.4862 99.4864 10.0000 14.5000 7.9737 7.9737 7.6000 11.1907 11.1907 10.8000 19.1644 19.1644
L9 99.4864 99.3536 10.0000 27.5000 23.3520 23.3520 8.2000 2.7806 2.7806 2.2000 26.1326 26.1326
L10 98.8064 97.5713 10.0000 19.7000 9.2086 9.2086 7.2000 2.9679 2.9679 0.0000 12.1765 12.1765
L11 97.5713 97.5716 16.5000 12.9000 6.0785 6.0785 3.5000 8.3468 8.3468 5.4000 14.4253 14.4253
L12 97.5716 97.5716 16.5000 15.0000 8.0468 8.0468 6.0000 7.2240 7.2240 5.5000 15.2708 15.2708
L13 97.5716 97.5717 17.5000 12.5000 8.8243 8.8243 4.6000 9.3415 9.3415 5.5000 18.1659 18.1659
L14 97.5717 97.5184 10.0000 5.0000 0.4584 0.4584 0.6000 20.2407 20.2407 1.4000 20.6991 20.6991
L15 94.7480 94.5281 13.0000 6.5000 2.8757 2.8757 0.0000 8.9416 8.9416 6.5000 11.8173 11.8173
L24 94.5280 94.0144 20.0000 16.8000 10.0137 10.0137 11.2000 0.3357 0.3357 0.8000 10.3494 10.3494
L25 94.0143 93.5530 16.0000 4.7000 0.8821 0.8821 0.0000 9.3298 9.3298 7.9000 10.2119 10.2119
L26 93.5530 93.1369 15.0000 7.8000 1.3491 1.3491 2.6000 4.7708 4.7708 7.2000 6.1199 6.1199
L27 93.1369 92.8894 14.5000 13.7000 1.5697 1.5697 3.4000 5.2656 5.2656 5.1000 6.8353 6.8353
L28 120.6874 113.7527 134.0000 31.0000 3.0893 3.0893 11.0000 1.0893 1.0893 19.0000 4.1786 4.1786
L29 113.7527 105.7335 158.0000 28.5000 3.9652 3.9652 16.5000 0.9652 0.9652 19.5000 4.9304 4.9304
L30 105.7335 97.9538 150.0000 32.0000 5.1283 5.1283 12.0000 1.1283 1.1283 17.0000 6.2565 6.2565
L31 97.9538 95.5147 89.0000 30.0000 3.9710 3.9710 10.0000 3.9710 3.9710 19.0000 7.9419 7.9419
L32 95.5147 94.7644 21.0000 13.6000 3.7924 3.7924 4.3000 1.6757 1.6757 1.9000 5.4682 5.4682
L33 97.8058 97.2716 10.0000 13.8000 2.3374 2.3374 2.0000 3.1104 3.1104 3.0000 5.4478 5.4478
L34 94.7644 94.7267 17.5000 16.7000 11.6332 11.6332 12.7000 5.6099 5.6099 3.8000 17.2431 17.2431
L35 94.7267 93.4693 21.5000 11.0000 1.6630 1.6630 2.0000 16.0017 16.0017 18.4000 17.6647 17.6647
L36 93.4693 92.9095 18.0000 6.8000 1.2100 1.2100 1.1000 5.5501 5.5501 21.1000 6.7601 6.7601
W2637 92.9095 92.9095 10.0000 9.3000 0.0000 0.0000 0.0000 0.0000 0.0000 3.9000 0.0000 0.0000
L37 92.9095 92.8894 23.5000 11.3000 4.8157 4.8157 4.1000 5.2541 5.2541 6.8000 10.0698 10.0698
L38 92.8894 92.8194 14.0000 30.6000 8.2020 8.2020 5.1000 3.9194 3.9194 4.2000 12.1214 12.1214
L39 92.6937 92.8194 10.0000 30.7000 6.6715 6.6715 9.7000 5.0218 5.0218 4.8000 11.6933 11.6933
L41 92.6937 92.3110 54.5000 32.5000 11.2977 11.2977 10.3000 2.8664 2.8664 2.0000 14.1641 14.1641
4243 92.3110 91.4580 60.0000 31.0000 6.5177 6.5177 1.5000 8.0378 8.0378 5.0000 14.5554 14.5554
4344 91.4580 90.6413 50.0000 32.0000 8.7530 8.7530 2.0000 5.0287 5.0287 3.4000 13.7816 13.7816
6869 88.8507 88.6906 20.0000 36.0000 8.1604 8.1604 13.2000 3.6636 3.6636 5.8000 11.8240 11.8240
4445 90.6413 90.5738 33.0000 26.4000 13.1583 13.1583 21.8000 3.1907 3.1907 8.0000 16.3490 16.3490
4546 90.5738 90.1782 25.0000 22.1000 10.1799 10.1799 1.7000 2.2336 2.2336 2.0000 12.4135 12.4135
4647 90.1782 90.0563 20.0000 11.8000 0.5354 0.5354 0.6000 7.2729 7.2729 7.8000 7.8083 7.8083
4754 90.0563 89.8693 31.0000 28.6000 8.5828 8.5828 7.1000 3.3145 3.3145 1.4000 11.8973 11.8973
4849 90.8465 90.5940 12.0000 26.3000 2.7552 2.7552 4.6000 2.7521 2.7521 3.7000 5.5073 5.5073
5051 90.5271 90.2049 19.0000 21.4000 6.4437 6.4437 6.1000 0.3940 0.3940 5.4600 6.8377 6.8377
5253 90.1719 89.8698 20.0000 14.4000 2.2371 2.2371 2.8000 3.1134 3.1134 2.7700 5.3505 5.3505
5354 89.8698 89.8693 29.0000 30.3000 21.3073 21.3073 20.1000 1.8725 1.8725 0.0000 23.1799 23.1799
5462 89.8692 89.8662 12.0000 13.9000 5.2009 5.2009 2.9000 21.2052 21.2052 20.0000 26.4061 26.4061
5657 99.2300 99.2300 6.0000 29.9000 0.0000 0.0000 29.8000 0.0000 0.0000 0.0000 0.0000 0.0000
5758 99.2300 92.5323 50.0000 20.0000 0.0000 0.0000 15.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5859 92.5323 91.7321 18.0000 8.4000 0.5793 0.5793 2.3000 3.5096 3.5096 5.5000 4.0889 4.0889
5960 91.7321 91.2428 17.0000 10.1000 2.0567 2.0567 2.0000 5.9042 5.9042 5.9000 7.9609 7.9609
6061 91.2428 90.8783 11.0000 25.0000 10.4751 10.4751 10.4000 0.9144 0.9144 1.5000 11.3895 11.3895
6162 90.8454 89.8662 30.0000 9.3000 4.0261 4.0261 1.3000 1.4106 1.4106 2.0000 5.4367 The text continues on section 5.