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d5y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 09:39.
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 38.0000 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 1180 360 N48#2 1537 395 N50#1 1200 360
N50#2 1626 386 N52#1 1232 360 N52#2 1626 390
N1#1 1208 360 N1#2 1826 526 N4#1 1140 360
N4#2 2139 621 N8#1 1154 334 N8#2 2325 683
N13#1 1208 360 N13#2 2275 669 N25#1 1212 360
N25#2 1613 391 N28#1 1220 360 N28#2 1528 396
N29#1 1204 360 N29#2 1794 514 N30#1 1204 360
N30#2 2300 720 N31#1 1208 360 N31#2 2301 683
N32#1 1228 360 N32#2 1216 360 N33#1 1228 360
N33#2 1622 390 N36#1 1224 360 N36#2 1619 389
N42#1 1212 360 N42#2 1617 391 N44#1 1212 360
N44#2 1621 391 N45#1 1216 360 N45#2 1596 392
N47#1 1127 325 N47#2 1571 389 N55#1 1679 421
N55#2 1614 390 N56#1 1208 360 N56#2 1600 392
N63#1 1220 360 N63#2 1622 390 N64#1 1208 360
N64#2 1601 391 N66#1 1208 360 N66#2 1600 392
N58#1 1212 360 N58#2 1605 391 N59#1 1228 360
N59#2 1620 388 N61#1 1224 360 N61#2 1623 389
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 38.0000 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.561800E+04 38.000
Total Infiltration 2.232665E+02 0.543
Total Evaporation 4.344737E+00 0.011
Surface Runoff from Watersheds 1.524619E+04 37.095
Total Water remaining in Surface Storage 1.588955E+02 0.387
Infiltration over the Pervious Area... 2.232665E+02 0.898
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.563270E+04 38.036
Total Precipitation + Initial Storage. 1.561800E+04 38.000
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............... -0.0941
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 1.524619E+04 37.095
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 1.522594E+04 37.046
Initial Storage + Inflow.................... 1.524619E+04 37.095
Final Storage + Outflow + Diverted GW....... 1.522594E+04 37.046
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.1331
##################################################
# 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).... 38.00000 38.00000 38.00000 38.00000 38.00000 38.00000
Max Intensity (mm/hr).. 177.84000 177.84000 177.84000 177.84000 177.84000 177.84000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 36.77972 0.00000 37.18485 0.00000 37.09236
Total Losses (mm)...... 0.00000 0.88161 0.00000 0.81118 0.00000 0.85984
Remaining Depth (mm)... 0.00000 0.33867 0.00000 0.00397 0.00000 0.04780
Peak Runoff Rate (cms). 0.00000 0.44827 0.00000 0.01945 0.00000 0.07835
Total Impervious Area
---------------------
Total Runoff Depth (mm) 37.89535 38.01528 37.94811 38.70024 38.04704 38.16009
Peak Runoff Rate (cms). 0.64490 0.00084 0.46539 0.00002 0.08296 0.00009
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 37.89535 38.01528 37.94811 38.70024 38.04704 38.16009
Peak Runoff Rate (cms). 0.64490 0.00084 0.46539 0.00002 0.08296 0.00009
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) 37.89535 36.78095 37.94811 37.18636 38.04704 37.09343
Peak Runoff Rate (cms). 0.64490 0.44910 0.46539 0.01947 0.08296 0.07844
Unit Runoff (mm/hr).... 137.70639 96.46513 152.19818 176.66163 177.15054 158.19386
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).... 38.00000 38.00000 38.00000 38.00000 38.00000 38.00000
Max Intensity (mm/hr).. 177.84000 177.84000 177.84000 177.84000 177.84000 177.84000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 36.93701 0.00000 37.04142 0.00000 37.07492
Total Losses (mm)...... 0.00000 0.87612 0.00000 0.86808 0.00000 0.86328
Remaining Depth (mm)... 0.00000 0.18687 0.00000 0.09050 0.00000 0.06180
Peak Runoff Rate (cms). 0.00000 0.68717 0.00000 0.43259 0.00000 0.12497
Total Impervious Area
---------------------
Total Runoff Depth (mm) 37.97601 38.12998 37.77918 38.07886 38.05525 38.05828
Peak Runoff Rate (cms). 0.10182 0.11509 0.21095 0.23208 0.02939 0.11918
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 37.97601 38.12998 37.77918 38.07886 38.05525 38.05828
Peak Runoff Rate (cms). 0.10182 0.11509 0.21095 0.23208 0.02939 0.11918
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) 37.97601 37.05631 37.77918 37.35265 38.05525 37.51743
Peak Runoff Rate (cms). 0.10182 0.80226 0.21095 0.66467 0.02939 0.24415
Unit Runoff (mm/hr).... 160.70337 124.98776 114.29310 153.67943 177.83749 164.12455
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).... 38.00000 38.00000 38.00000 38.00000 38.00000 38.00000
Max Intensity (mm/hr).. 177.84000 177.84000 177.84000 177.84000 177.84000 177.84000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 37.02860 0.00000 37.02385 0.00000 36.72929
Total Losses (mm)...... 0.00000 0.86949 0.00000 0.86997 0.00000 0.88270
Remaining Depth (mm)... 0.00000 0.10190 0.00000 0.10618 0.00000 0.38801
Peak Runoff Rate (cms). 0.00000 0.33198 0.00000 0.42960 0.00000 0.71994
Total Impervious Area
---------------------
Total Runoff Depth (mm) 37.97338 38.06226 37.98848 38.10983 38.02064 38.01011
Peak Runoff Rate (cms). 0.31274 0.22859 0.51208 0.00057 0.05720 0.00142
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 37.97338 38.06226 37.98848 38.10983 38.02064 38.01011
Peak Runoff Rate (cms). 0.31274 0.22859 0.51208 0.00057 0.05720 0.00142
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) 37.97338 37.39038 37.98848 37.02494 38.02064 36.73057
Peak Runoff Rate (cms). 0.31274 0.56057 0.51208 0.43017 0.05720 0.72136
Unit Runoff (mm/hr).... 159.89609 152.99925 164.50100 138.18884 173.04219 91.23948
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).... 38.00000 38.00000 38.00000 38.00000 38.00000 38.00000
Max Intensity (mm/hr).. 177.84000 177.84000 177.84000 177.84000 177.84000 177.84000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 36.97715 0.00000 33.54640 0.00000 37.01449
Total Losses (mm)...... 0.00000 0.87378 0.00000 0.88992 0.00000 0.87086
Remaining Depth (mm)... 0.00000 0.14908 0.00000 3.56368 0.00000 0.11465
Peak Runoff Rate (cms). 0.00000 0.70540 0.00000 0.23923 0.00000 0.66114
Total Impervious Area
---------------------
Total Runoff Depth (mm) 37.96812 38.13949 37.96812 38.01029 37.98452 38.05812
Peak Runoff Rate (cms). 0.10900 0.11065 0.17441 0.16826 0.44987 0.46689
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 37.96812 38.13949 37.96812 38.01029 37.98452 38.05812
Peak Runoff Rate (cms). 0.10900 0.11065 0.17441 0.16826 0.44987 0.46689
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) 37.96812 37.09338 37.96812 33.99279 37.98452 37.37976
Peak Runoff Rate (cms). 0.10900 0.81605 0.17441 0.40749 0.44987 1.12803
Unit Runoff (mm/hr).... 158.27605 132.24462 158.27605 41.31856 163.30553 150.54334
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).... 38.00000 38.00000 38.00000 38.00000 38.00000 38.00000
Max Intensity (mm/hr).. 177.84000 177.84000 177.84000 177.84000 177.84000 177.84000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 37.12133 0.00000 37.08375 0.00000 37.11073
Total Losses (mm)...... 0.00000 0.85154 0.00000 0.86165 0.00000 0.85507
Remaining Depth (mm)... 0.00000 0.02713 0.00000 0.05460 0.00000 0.03420
Peak Runoff Rate (cms). 0.00000 0.22990 0.00000 0.17543 0.00000 0.16682
Total Impervious Area
---------------------
Total Runoff Depth (mm) 38.03577 0.00000 38.03585 38.14396 38.03014 38.19848
Peak Runoff Rate (cms). 0.24211 0.00000 0.19855 0.00021 0.17343 0.00019
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 38.03577 0.00000 38.03585 38.14396 38.03014 38.19848
Peak Runoff Rate (cms). 0.24211 0.00686 0.19855 0.00021 0.17343 0.00019
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) 38.03577 37.12133 38.03585 37.08482 38.03014 37.11182
Peak Runoff Rate (cms). 0.24211 0.22990 0.19855 0.17564 0.17343 0.16701
Unit Runoff (mm/hr).... 175.77671 166.90966 175.78922 155.50753 174.87942 163.85439
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).... 38.00000 38.00000 38.00000 38.00000 38.00000 38.00000
Max Intensity (mm/hr).. 177.84000 177.84000 177.84000 177.84000 177.84000 177.84000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 37.03421 0.00000 37.04960 0.00000 36.97749
Total Losses (mm)...... 0.00000 0.86889 0.00000 0.86707 0.00000 0.87376
Remaining Depth (mm)... 0.00000 0.09690 0.00000 0.08333 0.00000 0.14876
Peak Runoff Rate (cms). 0.00000 0.25980 0.00000 0.12787 0.00000 0.12941
Total Impervious Area
---------------------
Total Runoff Depth (mm) 37.99117 38.12091 37.99476 38.13983 38.00269 38.07235
Peak Runoff Rate (cms). 0.30510 0.00034 0.14206 0.00016 0.06038 0.00018
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 37.99117 38.12091 37.99476 38.13983 38.00269 38.07235
Peak Runoff Rate (cms). 0.30510 0.00034 0.14206 0.00016 0.06038 0.00018
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) 37.99117 37.03529 37.99476 37.05069 38.00269 36.97858
Peak Runoff Rate (cms). 0.30510 0.26014 0.14206 0.12803 0.06038 0.12959
Unit Runoff (mm/hr).... 165.30116 140.94217 166.35498 145.23596 168.60382 127.14299
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).... 38.00000 38.00000 38.00000 38.00000 38.00000 38.00000
Max Intensity (mm/hr).. 177.84000 177.84000 177.84000 177.84000 177.84000 177.84000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 36.94844 36.89235 37.05815 0.00000 36.99247
Total Losses (mm)...... 0.00000 0.87551 0.87814 0.86592 0.00000 0.87268
Remaining Depth (mm)... 0.00000 0.17605 0.22950 0.07593 0.00000 0.13484
Peak Runoff Rate (cms). 0.00000 0.13675 0.18212 0.24792 0.00000 0.07539
Total Impervious Area
---------------------
Total Runoff Depth (mm) 38.05772 38.16474 38.11601 38.10311 37.97469 38.08265
Peak Runoff Rate (cms). 0.01961 0.00008 0.00296 0.00031 0.09273 0.00010
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 38.05772 38.16474 38.11601 38.10311 37.97469 38.08265
Peak Runoff Rate (cms). 0.01961 0.00008 0.00296 0.00031 0.09273 0.00010
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 38.05772 36.94893 36.90459 37.05919 37.97469 36.99356
Peak Runoff Rate (cms). 0.01961 0.13683 0.18509 0.24823 0.09273 0.07549
Unit Runoff (mm/hr).... 178.00155 121.14851 111.97927 147.71922 160.30002 130.49322
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).... 38.00000 38.00000 38.00000 38.00000 38.00000 38.00000
Max Intensity (mm/hr).. 177.84000 177.84000 177.84000 177.84000 177.84000 177.84000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 37.07966 0.00000 37.01755 0.00000 36.99652
Total Losses (mm)...... 0.00000 0.86243 0.00000 0.87058 0.00000 0.87237
Remaining Depth (mm)... 0.00000 0.05791 0.00000 0.11187 0.00000 0.13111
Peak Runoff Rate (cms). 0.00000 0.18248 0.00000 0.28178 0.00000 0.43027
Total Impervious Area
---------------------
Total Runoff Depth (mm) 38.01569 38.13675 37.97827 38.10366 37.97207 38.08569
Peak Runoff Rate (cms). 0.19892 0.00022 0.32902 0.00038 0.52724 0.00060
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 38.01569 38.13675 37.97827 38.10366 37.97207 38.08569
Peak Runoff Rate (cms). 0.19892 0.00022 0.32902 0.00038 0.52724 0.00060
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) 38.01569 37.08071 37.97827 37.01864 37.97207 36.99761
Peak Runoff Rate (cms). 0.19892 0.18270 0.32902 0.28216 0.52724 0.43086
Unit Runoff (mm/hr).... 171.92940 154.23423 161.39849 136.56645 159.49165 131.43242
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).... 38.00000 38.00000 38.00000 38.00000 38.00000 38.00000
Max Intensity (mm/hr).. 177.84000 177.84000 177.84000 177.84000 177.84000 177.84000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 37.01974 0.00000 37.12452 0.00000 37.10463
Total Losses (mm)...... 0.00000 0.87037 0.00000 0.85034 0.00000 0.85682
Remaining Depth (mm)... 0.00000 0.10989 0.00000 0.02514 0.00000 0.03855
Peak Runoff Rate (cms). 0.00000 0.16222 0.00000 0.06003 0.00000 0.08916
Total Impervious Area
---------------------
Total Runoff Depth (mm) 37.98779 38.10575 38.04426 38.22832 38.03014 38.18526
Peak Runoff Rate (cms). 0.19009 0.00022 0.05847 0.00007 0.09635 0.00010
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 37.98779 38.10575 38.04426 38.22832 38.03014 38.18526
Peak Runoff Rate (cms). 0.19009 0.00022 0.05847 0.00007 0.09635 0.00010
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 37.98779 37.02082 38.04426 37.12563 38.03014 37.10571
Peak Runoff Rate (cms). 0.19009 0.16243 0.05847 0.06009 0.09635 0.08926
Unit Runoff (mm/hr).... 164.29401 137.12410 176.86128 167.80343 174.87942 162.00360
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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| |
| ################## |
| # # |
| # # |
| # # |
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 8.7143 21.7857 520.0000
N2 6.2725 15.6812 0.0000
N3 31.6821 50.0000 0.0000
N4 17.2221 43.0553 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 33.9696 50.0000 0.0000
N12 21.4496 50.0000 0.0000
N13 43.5685 50.0000 0.0000
N14 33.1335 50.0000 0.0000
N15 6.6548 16.6370 0.0000
N24 18.0296 45.0740 0.0000
N25 29.4702 50.0000 0.0000
N26 21.5287 50.0000 0.0000
N27 35.4194 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N32 31.4315 50.0000 0.0000
N33 40.0060 50.0000 0.0000
N34 23.7727 50.0000 0.0000
N35 29.1319 50.0000 0.0000
N36 27.4812 50.0000 0.0000
N37 28.3485 50.0000 0.0000
N38 24.2565 50.0000 0.0000
N39 39.6309 50.0000 0.0000
N41 20.2191 50.0000 0.0000
N42 20.2421 50.0000 0.0000
N43 34.9001 50.0000 0.0000
N44 41.2810 50.0000 0.0000
N45 34.5647 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 34.6945 50.0000 0.0000
N47 35.1078 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 23.1570 50.0000 0.0000
N52 33.0537 50.0000 0.0000
N53 19.2438 48.1094 0.0000
N54 21.2447 50.0000 0.0000
N55 0.7191 1.7978 20135.0000
N56 1.3110 3.2774 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 36.7887 50.0000 0.0000
N62 22.6101 50.0000 0.0000
N63 0.5195 1.2988 930.0000
N64 22.6371 50.0000 0.0000
N65 33.7403 50.0000 0.0000
N66 29.2342 50.0000 0.0000
N67 10.8845 27.2111 0.0000
N68 8.0973 20.2433 0.0000
D1 12.9462 32.3655 0.0000
N60.7 19.0243 47.5608 0.0000
The junction requiring the smallest time step was...N55
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
L1 3.9014 3.9014 10.9244 0.0833 -0.0075 0.0797 Normal Soln
L2 4.2908 4.2908 13.0018 0.0000 -0.0069 0.0573 Normal Soln
L3 6.4951 6.4951 29.9495 0.0000 -0.0082 0.0839 Normal Soln
L4 5.9258 5.9258 25.4222 0.0000 -0.0109 0.2348 Normal Soln
L5 3.6866 3.6866 15.4347 0.0000 0.0085 0.2902 Normal Soln
L6 3.8680 3.8680 22.2822 0.0000 -0.0112 0.0465 Normal Soln
L7 3.6153 3.6153 50.0000 6.6667 0.0178 0.0346 Normal Soln
L8 3.0666 3.0666 50.0000 236.5000 0.0281 0.0437 Normal Soln
L9 5.8548 5.8548 23.0337 0.0000 0.0093 0.6989 Normal Soln
L10 4.0751 4.0751 28.2932 7.4167 0.0133 0.0167 Normal Soln
L11 6.1059 6.1059 50.0000 0.0000 0.0558 0.0429 Normal Soln
L12 5.2396 5.2396 50.0000 0.0000 0.0938 0.0380 Normal Soln
L13 5.7523 5.7523 50.0000 0.0000 0.0869 0.0878 Normal Soln
L14 4.4167 4.4167 15.0219 0.0000 0.0657 1.4363 Normal Soln
L15 5.3035 5.3035 23.9272 0.0000 0.0756 0.1281 Normal Soln
L24 8.0934 8.0934 28.2104 0.0000 0.0498 0.1124 Normal Soln
L25 5.7082 5.7082 24.8067 0.0000 0.0599 0.0699 Normal Soln
L26 4.7305 4.7305 15.0577 0.0000 0.0446 0.1705 Normal Soln
L27 4.8123 4.8123 15.7098 0.0000 0.0581 0.0163 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0053 0.0100 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0072 0.0260 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0097 0.0292 Normal Soln
L31 38.0917 38.0917 50.0000 0.0000 0.0186 0.0647 Normal Soln
L32 7.0569 7.0569 23.5945 0.0000 0.0141 0.5198 Normal Soln
L33 6.7733 6.7733 27.2809 0.0000 -0.0040 0.0592 Normal Soln
L34 7.0242 7.0242 50.0000 0.0000 0.0196 0.2182 Normal Soln
L35 9.5158 9.5158 30.1123 0.0000 0.0222 0.0393 Normal Soln
L36 6.2448 6.2448 12.3493 0.0000 0.0250 0.0099 Normal Soln
W2637 14.5448 14.5448 50.0000 0.0000 0.0002 0.0002 Normal Soln
L37 8.5672 8.5672 43.4212 0.0000 0.0214 0.0233 Normal Soln
L38 4.5598 4.5598 16.3921 0.0000 0.0521 0.5961 Normal Soln
L39 3.1795 3.1795 12.9583 0.0000 -0.0499 0.0550 Normal Soln
L41 17.2902 17.2902 50.0000 0.0000 0.0468 0.4927 Normal Soln
4243 21.9100 21.9100 50.0000 0.0000 0.0403 0.2140 Normal Soln
4344 18.0332 18.0332 50.0000 0.0000 0.0364 0.1915 Normal Soln
6869 6.3108 6.3108 41.6131 0.0000 0.0125 0.2441 Normal Soln
4445 10.8978 10.8978 50.0000 0.0000 0.0398 0.1407 Normal Soln
4546 8.0742 8.0742 23.8404 0.0000 0.0439 0.1287 Normal Soln
4647 5.7037 5.7037 18.6074 0.0000 0.0439 0.6220 Normal Soln
4754 10.2786 10.2786 35.3312 0.0000 0.0432 0.1754 Normal Soln
4849 5.4175 5.4175 13.6422 0.0000 0.0057 0.0316 Normal Soln
5051 7.7922 7.7922 20.7291 0.0000 -0.0108 0.0613 Normal Soln
5253 6.6417 6.6417 11.9759 0.0000 -0.0194 0.0480 Normal Soln
5354 9.7849 9.7849 50.0000 0.0000 0.0199 0.0414 Normal Soln
5462 3.4416 3.4416 43.9735 0.0000 0.0449 0.0968 Normal Soln
5657 9.1184 9.1184 18.2155 0.0000 -0.0030 0.0014 Normal Soln
5758 47.1899 47.1899 50.0000 0.0000 0.0014 0.0012 Normal Soln
5859 10.4216 10.4216 26.8768 0.0000 0.0030 0.0363 Normal Soln
5960 10.7032 10.7032 25.9690 0.0000 0.0025 0.0336 Normal Soln
6061 7.6094 7.6094 29.4892 0.0000 0.0038 0.0169 Normal Soln
6162 11.1204 11.1204 22.0154 0.0000 0.0037 0.0146 Normal Soln
6465 10.6963 10.6963 34.6448 0.0000 0.0273 0.1268 Normal Soln
6566 10.9099 10.9099 47.3784 0.0000 0.0350 0.1992 Normal Soln
6667 15.0498 15.0498 50.0000 0.0000 -0.0173 0.2363 Normal Soln
L595 1.6387 1.6387 42.5767 0.0000 0.0606 0.2255 Normal Soln
L598 2.0271 2.0271 6.5484 10.5000 -0.0029 0.6641 Normal Soln
5556ova 7.3353 7.3353 11.7705 0.0000 -0.0033 0.0538 Normal Soln
5556unda 3.0893 3.0893 8.2373 0.0000 -0.0087 2.0259 Normal Soln
5663ova 42.0694 42.0694 50.0000 0.0000 0.0024 0.0882 Normal Soln
5663und 15.1061 15.1061 38.5454 0.0000 0.0050 2.2594 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0072 0.0045 Normal Soln
6364und 14.7200 14.7200 28.0523 0.0000 0.0051 2.0227 Normal Soln
6264ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6264und 1.2618 1.2618 2.9968 28.1667 0.0067 1.6794 Normal Soln
6768ova 6.0183 6.0183 14.3051 0.0000 0.0035 0.1239 Normal Soln
6768und 1.4998 1.4998 4.2100 70.6667 0.0070 1.3245 Normal Soln
4950ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4950und 2.5746 2.5746 9.2634 0.0000 -0.0024 0.5034 Normal Soln
5152ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5152und 2.2832 2.2832 7.6617 0.0000 -0.0048 0.3104 Normal Soln
The conduit with the smallest time step limitation was..L8
The conduit with the largest wobble was.................5663und
The conduit with the largest flow change in any
consecutive time step...................................L12
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.02 / 102.85/ N2/ 0.01 / 101.72/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.57 / 97.27/ N12/ 1.17 / 97.27/
N13/ 1.77 / 97.27/ N14/ 2.32 / 97.27/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.00 / 113.50/
N30/ 0.01 / 105.51/ N31/ 0.07 / 97.57/ N32/ 0.14 / 94.94/
N33/ 0.01 / 97.52/ N34/ 0.06 / 94.13/ N35/ 0.13 / 94.10/
N36/ 0.05 / 93.03/ N37/ 0.05 / 92.36/ N38/ 0.19 / 92.19/
N39/ 0.21 / 92.19/ N41/ 0.10 / 91.98/ N42/ 0.10 / 91.58/
N43/ 0.12 / 90.77/ N44/ 0.08 / 90.08/ N45/ 0.12 / 89.82/
N69/ 0.07 / 87.75/ N46/ 0.13 / 89.47/ N47/ 0.12 / 89.44/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.35/ N50/ 0.00 / 90.33/
N51/ 0.00 / 89.96/ N52/ 0.01 / 89.94/ N53/ 0.00 / 89.53/
N54/ 0.09 / 89.27/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.00 / 90.50/ N62/ 0.01 / 88.93/
N63/ 0.00 / 95.75/ N64/ 0.12 / 88.75/ N65/ 0.13 / 88.21/
N66/ 0.21 / 87.99/ N67/ 0.38 / 87.99/ N68/ 0.09 / 87.93/
D1/ 0.02 / 88.77/ N60.7/ 0.00 / 90.60/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.00*/ L26/ 0.00 /
L27/ 0.00*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02*/ 4344/ 0.02 / 6869/ 0.02 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.00*/ 5462/ 0.02*/
5657/ 0.00*/ 5758/ 0.00*/ 5859/ 0.00*/
5960/ 0.00*/ 6061/ 0.00 / 6162/ 0.00*/
6465/ 0.02*/ 6566/ 0.02*/ 6667/ 0.02 /
L595/ 0.02*/ L598/ 0.00*/ 5556ova/ 0.00*/
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.00*/ 6264ova/ 0.00 /
6264und/ 0.02 / 6768ova/ 0.00 / 6768und/ 0.02 /
4950ova/ 0.00 / 4950und/ 0.00 / 5152ova/ 0.00 /
5152und/ 0.00*/ FREE # 1/ 0.02 /
Conduit/ Velocity
L1/ 0.09 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.15 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.07 / L26/ 0.08 /
L27/ 0.03 / L28/ 0.06 / L29/ 0.03 /
L30/ 0.05 / L31/ 0.08 / L32/ 0.21 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.23 /
L36/ 0.36 / W2637/ 0.00 / L37/ 0.07 /
L38/ 0.07 / L39/ -0.04 / L41/ 0.13 /
4243/ 0.18 / 4344/ 0.22 / 6869/ 0.10 /
4445/ 0.11 / 4546/ 0.36 / 4647/ 0.11 /
4754/ 0.21 / 4849/ 0.06 / 5051/ 0.04 /
5253/ 0.08 / 5354/ 0.01 / 5462/ 0.10 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.02 /
5960/ 0.02 / 6061/ 0.02 / 6162/ 0.04 /
6465/ 0.32 / 6566/ 0.16 / 6667/ 0.03 /
L595/ 0.08 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.29 / 5663ova/ 0.00 / 5663und/ 0.26 /
6364ova/ 0.00 / 6364und/ 0.01 / 6264ova/ 0.00 /
6264und/ 0.34 / 6768ova/ 0.00 / 6768und/ 0.50 /
4950ova/ 0.00 / 4950und/ 0.05 / 5152ova/ 0.00 /
5152und/ 0.03 /
Conduit/ Width
L1/ 0.08 / L2/ 0.10 / L3/ 0.13 /
L4/ 0.84 / L5/ 2.86 / L6/ 5.12 /
L7/ 10.76 / L8/ 16.93 / L9/ 1.93 /
L10/ 5.84 / L11/ 10.40 / L12/ 12.59 /
L13/ 13.19 / L14/ 0.45 / L15/ 4.17 /
L24/ 0.89 / L25/ 1.16 / L26/ 0.88 /
L27/ 1.38 / L28/ 0.18 / L29/ 0.41 /
L30/ 2.13 / L31/ 1.97 / L32/ 0.79 /
L33/ 0.06 / L34/ 3.92 / L35/ 0.68 /
L36/ 0.43 / W2637/ 0.00 / L37/ 1.63 /
L38/ 2.20 / L39/ 2.33 / L41/ 1.94 /
4243/ 1.42 / 4344/ 1.32 / 6869/ 2.14 /
4445/ 2.31 / 4546/ 0.68 / 4647/ 2.19 /
4754/ 1.36 / 4849/ 0.21 / 5051/ 0.19 /
5253/ 0.16 / 5354/ 1.20 / 5462/ 2.45 /
5657/ 0.35 / 5758/ 0.22 / 5859/ 0.06 /
5960/ 0.09 / 6061/ 0.11 / 6162/ 0.04 /
6465/ 0.83 / 6566/ 1.27 / 6667/ 4.09 /
L595/ 2.94 / L598/ 1.20 / 5556ova/ 0.00 /
5556unda/ 0.15 / 5663ova/ 0.01 / 5663und/ 0.15 /
6364ova/ 0.01 / 6364und/ 0.27 / 6264ova/ 0.00 /
6264und/ 0.54 / 6768ova/ 0.09 / 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/ 0.07 / N32/ 0.14 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.13 /
N36/ 0.05 / N37/ 0.06 / N38/ 0.19 /
N39/ 0.21 / N41/ 0.10 / N42/ 0.10 /
N43/ 0.12 / N44/ 0.08 / N45/ 0.12 /
N69/ 0.07 / 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/ 0.14 /
N66/ 0.21 / N67/ 0.38 / N68/ 0.10 /
D1/ 0.02 / N60.7/ 0.10 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.28 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.73 / N12/ 12.73 /
N13/ 12.73 / N14/ 12.73 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.50 /
N30/ 4.49 / N31/ 12.43 / N32/ 15.06 /
N33/ 12.48 / N34/ 15.87 / N35/ 15.90 /
N36/ 16.97 / N37/ 17.64 / N38/ 17.81 /
N39/ 17.81 / N41/ 18.02 / N42/ 18.42 /
N43/ 19.23 / N44/ 19.92 / N45/ 20.18 /
N69/ 22.25 / N46/ 20.53 / N47/ 10.56 /
N48/ 8.41 / N49/ 8.65 / N50/ 8.67 /
N51/ 9.04 / N52/ 9.06 / N53/ 9.47 /
N54/ 9.73 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.50 / N62/ 10.07 /
N63/ 3.25 / N64/ 10.25 / N65/ 10.79 /
N66/ 11.01 / N67/ 11.01 / N68/ 11.07 /
D1/ 21.23 / N60.7/ 9.40 /
Junction/ Max Volume
N1/ 0.72 / N2/ 0.56 / N3/ 0.64 /
N4/ 0.86 / N5/ 0.82 / N6/ 0.68 /
N7/ 1.22 / N8/ 1.75 / N9/ 2.18 /
N10/ 1.86 / N11/ 0.90 / N12/ 1.50 /
N13/ 2.10 / N14/ 2.66 / N15/ 0.41 /
N24/ 0.61 / N25/ 0.55 / N26/ 0.91 /
N27/ 0.52 / N28/ 0.27 / N29/ 0.36 /
N30/ 0.35 / N31/ 0.61 / N32/ 0.94 /
N33/ 0.35 / N34/ 0.83 / N35/ 0.86 /
N36/ 0.63 / N37/ 0.83 / N38/ 1.12 /
N39/ 1.07 / N41/ 1.05 / N42/ 1.07 /
N43/ 1.01 / N44/ 0.82 / N45/ 1.03 /
N69/ 1.31 / N46/ 1.21 / N47/ 1.19 /
N48/ 0.35 / N49/ 0.29 / N50/ 0.27 /
N51/ 0.53 / N52/ 0.56 / N53/ 0.96 /
N54/ 1.31 / N55/ 1.07 / N56/ 1.14 /
N57/ 0.01 / N58/ 0.13 / N59/ 0.17 /
N60/ 0.10 / N61/ 0.43 / N62/ 1.57 /
N63/ 1.30 / N64/ 0.97 / N65/ 1.49 /
N66/ 1.77 / N67/ 1.94 / N68/ 1.31 /
D1/ 1.74 / N60.7/ 0.40 /
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/ 6.62 / L8/ 14.33 / L9/ 0.03 /
L10/ 2.58 / L11/ 4.97 / L12/ 9.55 /
L13/ 11.73 / L14/ 0.03 / L15/ 0.30 /
L24/ 0.03 / L25/ 0.06 / L26/ 0.05 /
L27/ 0.14 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.16 / L31/ 0.12 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.25 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.16 /
L38/ 0.23 / L39/ 0.36 / L41/ 0.12 /
4243/ 0.09 / 4344/ 0.07 / 6869/ 0.20 /
4445/ 0.15 / 4546/ 0.05 / 4647/ 0.16 /
4754/ 0.08 / 4849/ 0.01 / 5051/ 0.01 /
5253/ 0.01 / 5354/ 0.10 / 5462/ 0.18 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.06 / 6566/ 0.12 / 6667/ 0.64 /
L595/ 0.22 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.01 / 6264ova/ 0.00 /
6264und/ 0.03 / 6768ova/ 0.00 / 6768und/ 0.02 /
4950ova/ 0.00 / 4950und/ 0.01 / 5152ova/ 0.00 /
5152und/ 0.01 /
Conduit/ Final Volume
L1/ 0.03 / L2/ 0.04 / L3/ 0.08 /
L4/ 1.33 / L5/ 5.62 / L6/ 18.81 /
L7/ 69.47 / L8/ 143.29 / L9/ 0.29 /
L10/ 25.78 / L11/ 81.98 / L12/ 157.65 /
L13/ 205.35 / L14/ 0.26 / L15/ 3.90 /
L24/ 0.69 / L25/ 0.93 / L26/ 0.79 /
L27/ 2.09 / L28/ 1.68 / L29/ 4.76 /
L30/ 24.08 / L31/ 10.70 / L32/ 1.01 /
L33/ 0.01 / L34/ 4.32 / L35/ 1.00 /
L36/ 0.53 / W2637/ 0.00 / L37/ 3.85 /
L38/ 3.23 / L39/ 3.56 / L41/ 6.61 /
4243/ 5.25 / 4344/ 3.71 / 6869/ 3.96 /
4445/ 5.01 / 4546/ 1.19 / 4647/ 3.16 /
4754/ 2.60 / 4849/ 0.11 / 5051/ 0.27 /
5253/ 0.15 / 5354/ 2.92 / 5462/ 2.20 /
5657/ 0.00 / 5758/ 0.17 / 5859/ 0.04 /
5960/ 0.04 / 6061/ 0.02 / 6162/ 0.04 /
6465/ 1.86 / 6566/ 4.17 / 6667/ 32.04 /
L595/ 1.32 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.01 / 5663ova/ 0.00 / 5663und/ 0.05 /
6364ova/ 0.00 / 6364und/ 1.62 / 6264ova/ 0.00 /
6264und/ 0.49 / 6768ova/ 0.00 / 6768und/ 0.36 /
4950ova/ 0.00 / 4950und/ 0.07 / 5152ova/ 0.00 /
5152und/ 0.11 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.29 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.04 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.02 /
L27/ 0.05 / L28/ 0.00 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.05 /
L36/ 0.02 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.05 / 4344/ 0.05 / 6869/ 0.06 /
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/ 0.04 /
4950ova/ 0.00 / 4950und/ 0.00 / 5152ova/ 0.00 /
5152und/ 0.00 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.72 L2/ 101.72/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.27 L11/ 97.27/ 97.27 L12/ 97.27/ 97.27/
L13/ 97.27/ 97.27 L14/ 97.27/ 97.18 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.19 L28/ 120.51/ 113.50 L29/ 113.50/ 105.51/
L30/ 105.51/ 97.57 L31/ 97.57/ 94.94 L32/ 94.94/ 94.13/
L33/ 97.52/ 97.12 L34/ 94.13/ 94.10 L35/ 94.10/ 93.03/
L36/ 93.03/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.19/
L38/ 92.19/ 92.19 L39/ 92.18/ 92.19 L41/ 91.98/ 91.58/
4243/ 91.58/ 90.77 4344/ 90.77/ 90.08 6869/ 87.93/ 87.75/
4445/ 90.08/ 89.82 4546/ 89.82/ 89.47 4647/ 89.47/ 89.44/
4754/ 89.44/ 89.27 4849/ 90.59/ 90.41 5051/ 90.33/ 90.07/
5253/ 89.94/ 89.53 5354/ 89.53/ 89.27 5462/ 89.27/ 88.93/
5657/ 99.23/ 99.23 5758/ 99.23/ 92.44 5859/ 92.44/ 91.60/
5960/ 91.60/ 91.16 6061/ 91.16/ 90.70 6162/ 90.50/ 88.93/
6465/ 88.75/ 88.21 6566/ 88.21/ 87.99 6667/ 87.99/ 87.99/
L595/ 88.93/ 88.77 L598/ 90.60/ 90.50 5556ova/ 98.41/ 98.41/
5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75 5663und/ 98.41/ 97.00/
6364ova/ 88.75/ 88.75 6364und/ 95.75/ 88.75 6264ova/ 88.75/ 88.75/
6264und/ 88.77/ 88.75 6768ova/ 87.93/ 87.93 6768und/ 87.99/ 87.93/
4950ova/ 90.33/ 90.33 4950und/ 90.35/ 90.33 5152ova/ 89.94/ 89.94/
5152und/ 89.96/ 89.94
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 11075
Total number of time steps during simulation.... 9999
Ratio of actual # of time steps / NTCYC......... 2.315
Average number of iterations per time step...... 1.108
Average time step size(seconds)................ 2.160
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.106
Average minimum implicit time step (sec)........ 2.899
Average minimum junction time step (sec)........ 2.899
Average Courant Factor Tf....................... 2.899
Number of times omega reduced................... 216
*=========================================================*
| 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 1.17 11677 1 8 0 0 0
N2 0 1.17 11684 5 17 2 0 0
N3 0 1.16 11557 0 8 0 0 0
N4 0 1.18 11761 0 7 0 0 0
N5 0 1.31 13141 0 12 1 0 0
N6 0 1.51 15073 0 11 1 0 0
N7 0 2.23 22309 0 13 7 0 0
N8 0 3.03 30319 112 16 80 0 0
N9 0 2.45 24514 42 19 45 0 0
N10 0 1.15 11525 0 7 0 0 0
N11 0 1.66 16588 0 31 1 1 0
N12 0 2.54 25349 1 11 1 0 0
N13 0 2.88 28813 1 9 0 0 0
N14 0 2.32 23158 0 10 2 0 0
N15 0 1.16 11556 0 7 0 0 0
N24 0 1.16 11636 0 14 1 0 0
N25 0 1.16 11574 0 6 0 0 0
N26 0 1.24 12396 1 11 2 0 0
N27 0 1.19 11852 0 6 0 0 0
N28 0 1.07 10662 0 6 0 0 0
N29 0 1.14 11415 0 13 1 0 0
N30 0 1.18 11802 0 14 2 0 0
N31 0 1.09 10854 0 15 2 0 0
N32 0 1.15 11537 0 7 0 0 0
N33 0 1.15 11490 0 10 1 0 0
N34 0 1.17 11709 1 6 0 0 0
N35 0 1.25 12496 2 7 0 0 0
N36 0 1.13 11279 0 6 0 0 0
N37 0 1.19 11878 0 10 1 0 0
N38 0 1.24 12440 0 19 1 0 0
N39 0 1.15 11491 0 9 0 0 0
N41 0 1.21 12050 0 9 0 0 0
N42 0 1.21 12136 2 18 1 0 0
N43 0 1.21 12124 0 6 0 0 0
N44 0 1.17 11738 0 6 0 0 0
N45 0 1.17 11704 0 5 0 0 0
N69 0 1.28 12803 5 8 0 0 0
N46 0 1.21 12110 0 6 0 0 0
N47 0 1.18 11825 0 6 0 0 0
N48 0 1.14 11365 0 8 0 0 0
N49 0 1.16 11621 0 7 0 0 0
N50 0 1.20 12007 0 7 0 0 0
N51 0 1.44 14431 1 8 0 0 0
N52 0 1.40 13972 0 6 0 0 0
N53 0 1.70 17047 0 8 0 0 0
N54 0 1.80 18026 0 11 1 0 0
N55 0 1.15 11475 0 7 0 0 0
N56 0 1.23 12345 9 17 1 0 0
N57 0 1.02 10234 0 5 0 0 0
N58 0 1.10 11036 0 30 1 1 0
N59 0 1.15 11495 0 8 0 0 0
N60 0 1.16 11623 0 6 0 0 0
N61 0 1.14 11364 0 6 0 0 0
N62 0 2.20 22011 0 17 1 0 0
N63 0 1.32 13218 1 23 12 0 0
N64 0 1.21 12083 0 18 8 0 0
N65 0 1.17 11707 0 6 0 0 0
N66 0 1.25 12512 0 6 0 0 0
N67 0 1.37 13710 3 7 0 0 0
N68 0 1.28 12805 2 6 0 0 0
D1 0 1.85 18492 27 8 0 0 0
N60.7 0 1.20 11957 0 13 1 0 0
Total number of iterations for all junctions.. 858561
Minimum number of possible iterations......... 619938
Efficiency of the simulation.................. 1.38
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N1 110.0000 104.8300 103.5484 0 15 0.0000 6.4516 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.2736 0 15 0.0000 7.7264 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.0245 0 15 0.0000 8.9755 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.3238 0 15 0.0000 9.6762 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.8614 0 15 0.0000 10.1386 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5415 0 15 0.0000 10.4585 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5506 0 15 0.0000 10.4494 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5516 0 15 0.0000 10.4484 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5518 0 16 0.0000 10.4482 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8573 0 16 0.0000 11.1427 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6030 0 15 0.0000 12.3970 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6043 0 15 0.0000 12.3957 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6046 0 15 0.0000 12.3954 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6052 0 15 0.0000 12.3948 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.8690 0 16 0.0000 15.1310 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.6426 0 16 0.0000 15.3574 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.1443 0 15 0.0000 15.8557 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.7613 0 16 0.0000 16.2387 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.2582 0 16 0.0000 16.7418 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.7748 0 16 0.0000 9.2252 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.8645 0 16 0.0000 6.1355 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.8482 0 19 0.0000 4.1518 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.1081 0 17 0.0000 11.8919 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.7363 0 20 0.0000 14.2637 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8616 0 15 0.0000 12.1384 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.9003 0 20 0.0000 15.0997 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.8345 0 20 0.0000 15.1655 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6088 0 20 0.0000 16.3912 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.1352 0 18 0.0000 16.8648 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.1183 0 18 0.0000 16.8817 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.0519 0 18 0.0000 16.9481 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 92.9262 0 18 0.0000 17.0738 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.5514 0 20 0.0000 17.4486 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.6581 0 21 0.0000 18.3419 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 90.8232 0 22 0.0000 19.1768 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.7288 0 23 0.0000 19.2712 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 88.9915 0 38 0.0000 21.0085 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.5469 0 29 0.0000 19.4531 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.5088 0 30 0.0000 9.4912 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.9280 0 15 0.0000 8.0720 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.4100 90.6391 0 15 0.0000 8.3609 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.3300 90.5990 0 15 0.0000 8.4010 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.4928 0 30 0.0000 8.5072 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.4919 0 30 0.0000 8.5081 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.4920 0 30 0.0000 8.5080 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.4918 0 30 0.0000 8.5082 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 99.9868 0 15 0.0000 10.0132 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5385 0 15 0.0000 10.4615 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2378 0 16 0.0000 10.7622 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5663 0 15 0.0000 6.4337 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7652 0 15 0.0000 7.2348 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2643 0 15 0.0000 7.7357 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.9296 0 15 0.0000 8.0704 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.4910 0 30 0.0000 8.5090 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0519 0 15 0.0000 1.9481 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.6022 0 36 0.0000 9.3978 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.5668 0 37 0.0000 9.4332 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.5533 0 37 0.0000 9.4467 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.5462 0 37 0.0000 9.4538 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.1519 0 38 0.0000 9.8481 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.4909 0 30 0.0000 19.5091 1.0000 0.0000 0.0000 0.0000
N60.7 100.0000 91.7000 90.9955 0 15 0.0000 9.0045 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 0.9023 0 15 0.9616 0 15 0.0379 103.5484 102.2736 .3592 .2818
L2 31.3792 2.1255 2000.000 0.8977 0 15 0.8462 0 15 0.0286 102.2736 101.0245 .2818 .3222
L3 21.1637 1.3610 2000.000 0.8880 0 15 0.5342 0 15 0.0420 101.0244 100.3238 .3222 .4319
L4 14.8201 1.0611 2000.000 1.7274 0 15 0.6294 0 15 0.1166 100.3238 99.8614 .4319 .4107
L5 14.1212 0.8828 2000.000 1.7156 0 15 0.6479 0 15 0.1215 99.8614 99.5415 .4107 .3407
L6 107.6004 6.2327 2000.000 1.7169 0 15 0.4578 0 15 0.0160 99.5415 99.5506 .3407 .6103
L7 212.9831 7.4760 2500.000 1.7114 0 16 0.1667 0 15 0.0080 99.5505 99.5515 .4882 .7006
L8 226.7844 7.2108 2500.000 1.9381 0 15 0.0978 0 15 0.0085 99.5516 99.5518 .7006 .8727
L9 5.4768 0.2939 750.0000 1.9086 0 16 0.4342 0 16 0.3485 99.5518 99.3854 .4424 .2338
L10 230.8083 6.4967 2000.000 1.9085 0 16 0.3535 0 16 0.0083 98.8573 97.6030 .0786 .4515
L11 134.5580 5.4503 2000.000 1.9297 0 15 0.2125 0 15 0.0143 97.6030 97.6043 .4515 .7521
L12 167.9513 6.1300 2500.000 1.9443 0 16 0.1370 0 16 0.0116 97.6043 97.6046 .6017 .8418
L13 106.1819 4.1062 2750.000 2.6692 0 15 0.1572 0 15 0.0251 97.6046 97.6052 .7653 .9655
L14 3.7006 0.2681 800.0000 2.6550 0 15 0.6657 0 15 0.7175 97.6052 97.5245 .5816 .4931
L15 41.4767 1.7798 1500.000 2.6522 0 16 0.5434 0 15 0.0639 94.8690 94.6426 .2727 .4084
L24 46.8109 1.7908 2000.000 2.6291 0 16 0.7090 0 16 0.0562 94.6426 94.1443 .3063 .2771
L25 97.5504 2.8659 2500.000 3.4089 0 15 0.6450 0 15 0.0349 94.1443 93.7613 .2217 .3645
L26 39.8090 1.2386 3000.000 3.3936 0 16 0.9962 0 16 0.0852 93.7613 93.2582 .3038 .1727
L27 416.5903 6.9969 3500.000 3.3917 0 16 0.9235 0 13 0.0081 93.2582 93.1183 .1480 .3195
Section 4
L28 142.9406 2.4129 2000.000 0.7130 0 16 0.6246 0 15 0.0050 120.7748 113.8645 .1374 .1822
L29 111.2914 2.2238 2000.000 1.4415 0 17 0.9225 0 17 0.0130 113.8645 105.8482 .1823 .1741
L30 121.4510 2.4983 2000.000 1.7788 0 19 0.6720 0 19 0.0146 105.8482 98.1081 .1741 .3040
L31 81.3908 1.8198 2000.000 2.6375 0 17 0.5551 0 15 0.0324 98.1081 95.7363 .3040 .4681
L32 10.6189 1.0497 1500.000 2.7431 0 20 0.8924 0 20 0.2583 95.7363 94.9003 .6242 .5535
L33 13.2107 0.8025 900.0000 0.3680 0 15 0.3666 0 15 0.0279 97.8616 97.3100 .3906 .2111
L34 27.1462 0.7567 2000.000 2.8902 0 20 0.3046 0 19 0.1065 94.9003 94.8345 .4151 .4323
L35 151.1332 2.3985 2800.000 2.8956 0 20 0.7181 0 20 0.0192 94.8345 93.6088 .3088 .2246
L36 604.2278 7.2058 3400.000 3.0022 0 20 1.4606 0 12 0.0050 93.6088 93.1352 .1849 .2427
W2637 41.0450 1.2356 2000.000 0.0032 0 16 0.0612 0 16 0.0001 93.7613 93.6223 .0207 .0012
L37 268.7941 4.1638 3600.000 3.1115 0 20 0.5412 0 25 0.0116 93.1352 93.1183 .2292 .3106
L38 20.3679 0.8611 2000.000 6.0620 0 17 0.8541 0 14 0.2976 93.1183 93.0519 .5591 .5359
L39 220.6626 2.1612 4000.000 -6.0340 0 18 -0.7717 0 16 -0.0273 93.0519 92.9262 .2180 .2366
L41 24.3580 0.8853 2000.000 5.9750 0 18 0.6027 0 18 0.2453 92.9262 92.5514 .5231 .5357
4243 57.3946 1.4914 2000.000 6.1390 0 20 0.7084 0 16 0.1070 92.5514 91.6581 .5357 .5041
4344 63.4676 1.7564 2000.000 6.0834 0 21 0.8082 0 20 0.0959 91.6581 90.8232 .5041 .4116
6869 43.1813 0.6276 2800.000 5.2567 0 38 0.4806 0 38 0.1217 89.1519 88.9915 .4685 .4684
4445 86.8567 1.9041 2500.000 6.1196 0 22 0.5751 0 22 0.0705 90.8232 90.7288 .3293 .4115
4546 96.3889 3.0307 2500.000 6.1841 0 23 1.0486 0 14 0.0642 90.7288 90.5469 .4115 .4828
4647 19.5453 0.7456 2500.000 6.0226 0 22 1.0749 0 20 0.3081 90.5469 90.5088 .4828 .4755
4754 69.8137 1.6227 2500.000 5.7808 0 23 0.8776 0 19 0.0828 90.5088 90.4918 .4755 .5247
4849 68.7768 2.2981 2000.000 1.0857 0 15 0.8796 0 15 0.0158 90.9280 90.6647 .1740 .1273
5051 53.2734 2.2916 2000.000 1.5612 0 15 0.9169 0 15 0.0293 90.5990 90.4928 .1345 .2114
5253 101.3181 4.3724 2000.000 1.7042 0 15 1.6700 0 15 0.0168 90.4919 90.4920 .2809 .4810
5354 215.9379 3.0206 2500.000 1.6646 0 15 0.4270 0 11 0.0077 90.4920 90.4918 .3848 .4927
5462 217.9611 2.6925 2500.000 5.3640 0 26 0.2729 2 0 0.0246 90.4918 90.4910 .4927 .6284
5657 69.9273 5.9238 400.0000 0.0494 0 15 0.3294 0 15 0.0007 99.5385 99.2378 .0212 .0194
5758 51.4571 6.0705 500.0000 0.0299 0 16 0.0335 0 16 0.0006 99.2378 92.5663 .0155 .2526
5859 18.9395 2.2745 1000.000 0.3406 0 15 0.6697 0 16 0.0180 92.5663 91.7652 .1263 .1652
5960 27.1929 2.5298 1000.000 0.4516 0 15 0.6547 0 15 0.0166 91.7652 91.2643 .1652 .1043
6061 54.8120 3.2856 1000.000 0.4503 0 15 0.3737 0 32 0.0082 91.2643 90.9955 .1043 .2955
6162 84.2671 4.7255 2000.000 0.6102 0 15 1.3641 0 9 0.0072 90.9296 90.4910 .2148 .7855
6465 90.4168 2.4565 2400.000 5.7328 0 27 0.9237 0 7 0.0634 89.6022 89.5668 .4051 .6195
6566 57.6108 1.7304 2400.000 5.3860 0 29 0.7390 0 13 0.0935 89.5668 89.5533 .6195 .7389
6667 54.3218 0.8545 2400.000 5.3020 0 35 0.3169 0 7 0.0976 89.5533 89.5462 .7389 .8068
L595 217.9611 2.6925 2500.000 5.4133 0 30 0.1915 0 0 0.0248 90.4910 90.4909 .6284 .6963
L598 1.4897 2.7588 450.0000 0.4494 0 16 0.9163 0 16 0.3017 90.9955 90.9296 .8788 .9548
5556ova 8.0165 3.7039 500.0000 0.2157 0 15 1.3593 0 15 0.0269 99.9868 99.5385 .2736 .2769
5556unda 0.2730 2.4721 375.0000 0.2171 0 15 1.9425 0 15 0.7950 99.9868 99.5385 2.844 2.849
5663ova 7.0634 3.0050 500.0000 0.3116 0 15 1.1238 0 15 0.0441 99.5385 98.1381 .2769 .2762
5663und 0.2114 1.9145 375.0000 0.2349 0 15 2.1533 0 15 1.1110 99.5385 97.3422 3.035 .9126
6364ova 109.2892 6.1392 1800.000 0.2455 0 15 0.6040 0 15 0.0022 97.0519 89.9288 .0288 .0160
6364und 0.6735 4.2350 450.0000 0.6276 0 12 3.9224 0 20 0.9318 97.0519 89.6022 2.893 2.160
6264ova 48.9163 1.4846 800.0000 0.0000 0 0 0.0000 0 0 0.0000 89.6022 89.6022 .0000 .0000
6264und 3.2349 3.4667 1090.000 2.6907 0 30 3.0032 0 30 0.8318 90.4909 89.6022 1.597 .8919
6768ova 22.4678 1.2234 600.0000 1.3919 0 38 0.6991 0 38 0.0619 89.5462 89.4885 .2437 .1809
6768und 3.2349 3.4667 1090.000 2.0331 0 29 2.1381 0 29 0.6285 89.5462 89.1519 1.455 1.203
4950ova 6.3533 1.0576 500.0000 0.0000 0 0 0.0000 0 0 0.0000 90.5990 90.5990 .0000 .0000
4950und 2.1890 1.6215 450.0000 0.5439 0 15 0.6478 0 15 0.2484 90.6391 90.5990 .6424 .5978
5152ova 3.7458 0.5087 500.0000 0.0000 0 0 0.0000 0 0 0.0000 90.4919 90.4919 .0000 .0000
5152und 6.8731 2.7770 825.0000 0.7793 0 15 0.7836 0 17 0.1134 90.4928 90.4919 .6458 .6811
FREE # 1 Undefnd Undefnd Undefn 5.2567 0 38
*==================================================*
| 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 0.2744 0.9386 0.6155
L2 0.0000 360.0000 0.0000 0.0000 0.2835 1.0628 0.5100
L3 0.0000 360.0000 0.0000 0.0000 0.3516 1.6653 0.4022
L4 0.0000 360.0000 0.0000 0.0000 0.4171 2.7465 0.5295
L5 0.0000 360.0000 0.0000 0.0000 0.4137 2.6483 0.4864
L6 0.0000 360.0000 0.0000 0.0000 0.4309 3.7609 0.4347
L7 0.0000 360.0000 0.0000 0.0000 0.7230 10.2812 0.2474
L8 0.0000 360.0000 0.0000 0.0000 0.9897 19.8468 0.1922
L9 0.0000 0.0000 0.0000 360.0000 0.1627 4.3962 0.1101
L10 0.0000 360.0000 0.0000 0.0000 0.3695 5.4091 0.1871
L11 0.0000 360.0000 0.0000 0.0000 0.5864 9.0876 0.2556
L12 0.0000 360.0000 0.0000 0.0000 0.8775 14.2011 0.2472
L13 0.0000 360.0000 0.0000 0.0000 0.8747 16.9821 0.3741
L14 0.0000 0.0000 0.0000 360.0000 0.2336 3.9888 0.2861
L15 0.0000 360.0000 0.0000 0.0000 0.3633 4.8938 0.2767
L24 0.0000 360.0000 0.0000 0.0000 0.3060 3.7110 0.4129
L25 0.0000 360.0000 0.0000 0.0000 0.4520 5.3009 0.4713
L26 0.0000 360.0000 0.0000 0.0000 0.4459 3.4069 0.7119
L27 0.0000 360.0000 0.0000 0.0000 0.4166 4.0403 0.6951
L28 0.0000 360.0000 0.0000 0.0000 0.2155 1.1443 0.1992
L29 0.0000 360.0000 0.0000 0.0000 0.2631 1.5631 0.3246
L30 0.0000 360.0000 0.0000 0.0000 0.3278 2.6511 0.3205
L31 0.0000 360.0000 0.0000 0.0000 0.3385 5.1358 0.4088
L32 0.0000 360.0000 0.0000 0.0000 0.4257 3.0759 0.7861
L33 0.0000 0.0000 0.0000 360.0000 0.1160 1.0040 0.0993
L34 0.0000 360.0000 0.0000 0.0000 0.4836 9.5067 0.2577
L35 0.0000 360.0000 0.0000 0.0000 0.2433 4.0432 0.5328
L36 0.0000 360.0000 0.0000 0.0000 0.2116 3.7052 0.7379
W2637 355.9444 0.0000 0.0000 4.0556 0.0119 0.0528 0.0013
L37 0.0000 360.0000 0.0000 0.0000 0.5059 6.4330 0.4844
L38 0.0000 360.0000 0.0000 0.0000 0.5003 7.2381 0.9203
L39 0.0000 96.5278 263.4722 0.0000 0.5585 7.9160 0.6936
L41 0.0000 360.0000 0.0000 0.0000 0.6407 9.9613 0.6343
4243 0.0000 360.0000 0.0000 0.0000 0.4221 8.9421 0.7129
4344 1.2083 358.7917 0.0000 0.0000 0.3853 7.5465 0.7370
6869 6.9167 353.0833 0.0000 0.0000 0.7225 10.9374 0.6304
4445 0.2083 359.7917 0.0000 0.0000 0.6022 10.6555 0.5319
4546 0.2083 359.7917 0.0000 0.0000 0.4637 6.7219 1.0508
4647 1.0417 358.9583 0.0000 0.0000 0.6803 7.4253 1.0560
4754 0.2083 359.7917 0.0000 0.0000 0.6765 12.3220 0.7353
4849 0.2083 0.0000 0.0000 359.7917 0.1763 1.2349 0.2649
5051 0.2083 33.2222 0.0000 326.5694 0.2515 1.9416 0.2329
5253 0.2083 359.7917 0.0000 0.0000 0.5070 4.5618 0.4205
5354 0.2083 357.0000 0.0000 2.7917 0.8733 25.2367 0.0937
5462 2.9583 357.0417 0.0000 0.0000 1.1148 34.9707 0.2185
5657 356.8889 3.1111 0.0000 0.0000 0.0051 0.1507 0.0024
5758 291.3889 68.6111 0.0000 0.0000 0.0558 0.8944 0.0022
5859 0.2083 359.7917 0.0000 0.0000 0.1134 0.5132 0.0967
5960 0.2083 359.7917 0.0000 0.0000 0.0859 0.6899 0.0881
6061 0.2083 29.3750 0.0000 330.4167 0.1313 1.7489 0.0515
6162 0.2083 359.7917 0.0000 0.0000 0.3846 5.2071 0.4976
6465 0.2083 359.7917 0.0000 0.0000 0.5390 8.8463 0.9078
6566 0.8750 359.1250 0.0000 0.0000 0.7999 16.3869 0.6892
6667 0.2083 359.7917 0.0000 0.0000 1.0236 39.0936 0.2519
L595 0.7917 359.2083 0.0000 0.0000 1.2582 43.3183 0.2064
L598 1.3333 358.6667 0.0000 0.0000 0.2334 0.4922 0.3760
5556ova 345.6319 13.8014 0.0000 0.5667 0.0665 0.1587 0.1869
5556unda 0.2083 29.3542 0.0000 330.4375 0.1104 0.1135 2.0735
5663ova 341.6458 0.0000 0.0000 18.3542 0.0720 0.2776 0.1552
5663und 0.2083 0.0000 0.0000 359.7917 0.1117 0.1091 1.5941
6364ova 352.1500 0.0000 0.0000 7.8500 0.0409 0.4065 0.0243
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1637 4.1708
6264ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6264und 1.3333 358.6667 0.0000 0.0000 0.3304 0.9137 4.0073
6768ova 335.3333 0.0000 0.0000 24.6667 0.0934 1.9913 0.0890
6768und 6.8333 353.1667 0.0000 0.0000 0.3315 0.9577 2.9577
4950ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4950und 1.1250 358.8750 0.0000 0.0000 0.2359 0.8401 0.1805
5152ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5152und 1.0417 358.9583 0.0000 0.0000 0.4002 1.6376 0.2585
*===========================================*
| 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 0.0441 951.9838 0.0012 1.0000 0.2994 0.0599 0.0909 12.8521
L2 0.0442 953.6836 0.0013 1.0000 0.2544 0.0587 0.1068 12.8521
L3 0.0442 954.1862 0.0015 1.0000 0.1632 0.0732 0.1649 12.8521
L4 0.0834 1801.3566 0.0023 1.0000 0.0747 0.1104 0.3366 12.8521
L5 0.0835 1804.1463 0.0030 1.0000 0.0350 0.2156 0.8202 12.8521
L6 0.0836 1805.6595 0.0040 1.0000 0.0165 0.3221 2.1819 3.0130
L7 0.0836 1805.5560 0.0061 1.0000 0.0041 0.6001 7.2892 2.9990
L8 0.0938 2026.5519 0.0083 1.0000 0.0019 0.8497 15.3615 2.9988
L9 0.0939 2028.2525 0.0024 1.0000 0.2378 0.0341 0.5302 6.4261
L10 0.0940 2029.8206 0.0026 1.0000 0.0378 0.2434 3.4044 6.6474
L11 0.0936 2020.8724 0.0043 1.0000 0.0059 0.4790 6.3701 3.0039
L12 0.0925 1998.3533 0.0045 1.0000 0.0027 0.7696 11.1829 3.0016
L13 0.1269 2741.7705 0.0071 1.0000 0.0026 0.8557 13.5205 3.0043
L14 0.1264 2729.2541 0.0030 1.0000 0.2415 0.0964 0.4584 6.4260
L15 0.1266 2734.6516 0.0030 1.0000 0.0934 0.0937 0.9148 8.5940
L24 0.1266 2734.0548 0.0030 1.0000 0.2255 0.0635 0.4071 8.5681
L25 0.1666 3598.6192 0.0044 1.0000 0.1642 0.0893 0.6414 8.5935
L26 0.1671 3609.4466 0.0041 1.0000 0.2344 0.0956 0.4451 8.5681
L27 0.1675 3617.2587 0.0042 1.0000 0.1286 0.1227 0.7066 4.2840
L28 0.0514 1110.2028 0.0010 1.0000 0.3421 0.0450 0.1693 8.5681
L29 0.0964 2082.2175 0.0017 1.0000 0.2735 0.0594 0.2708 8.5681
L30 0.1621 3501.8899 0.0021 1.0000 0.2161 0.1113 0.6491 8.5681
L31 0.2302 4971.8564 0.0034 1.0000 0.1447 0.1309 0.9208 8.5681
L32 0.2497 5393.4467 0.0030 1.0000 0.2620 0.1467 0.5678 10.7101
L33 0.0143 309.2606 0.0006 1.0000 0.3723 0.0197 0.0708 12.8521
L34 0.2656 5736.4700 0.0033 1.0000 0.0584 0.1786 2.3046 10.7101
L35 0.2665 5756.8928 0.0032 1.0000 0.3189 0.1157 0.6544 10.7101
L36 0.2799 6045.8554 0.0032 1.0000 0.5877 0.0885 0.4134 3.8556
W2637 0.0000 0.4419 0.0000 0.0146 0.0064 0.0001 0.0005 0.1000
L37 0.2810 6069.5940 0.0036 1.0000 0.1611 0.1477 1.0312 3.8556
L38 0.4500 9720.8082 0.0070 1.0000 0.1382 0.1864 1.1823 3.8556
L39 -0.4509 -9739.951 0.0070 1.0000 0.0000 0.1633 1.4842 8.5681
L41 0.4551 9831.1377 0.0062 1.0000 0.1490 0.1744 1.6413 8.5681
4243 0.4856 10489.483 0.0059 0.9993 0.2191 0.1497 1.2740 5.5430
4344 0.4898 10579.457 0.0068 0.9968 0.2717 0.1366 1.1284 0.0718
6869 0.7588 16390.602 0.0078 0.9832 0.1230 0.2829 2.8374 0.1491
4445 0.5046 10899.040 0.0069 0.9993 0.1369 0.1670 2.1657 4.8501
4546 0.5168 11162.411 0.0068 0.9993 0.3489 0.1606 1.0207 3.4644
4647 0.5177 11183.338 0.0065 0.9972 0.1415 0.2125 1.4636 0.0508
4754 0.5272 11388.181 0.0065 0.9993 0.2863 0.1661 1.7436 3.4644
4849 0.0587 1268.3629 0.0016 0.9993 0.6340 0.0336 0.1492 3.4644
5051 0.0790 1706.1592 0.0022 0.9993 0.9294 0.0408 0.2899 3.4644
5253 0.0853 1842.7443 0.0030 0.9993 0.6460 0.0699 0.5134 2.0787
5354 0.0864 1865.4522 0.0052 0.9992 0.0721 0.1365 3.4774 3.3308
5462 0.6142 13267.043 0.0105 0.9926 0.2331 0.2084 5.7381 0.0803
5657 0.0002 4.1700 0.0001 0.0113 0.0147 0.0001 0.0018 0.0200
5758 0.0002 4.3382 0.0000 0.2919 0.0026 0.0066 0.1023 0.0350
5859 0.0174 375.2680 0.0006 0.9993 0.3515 0.0159 0.0611 4.1572
5960 0.0218 471.2110 0.0006 0.9993 0.3164 0.0129 0.0721 3.4644
6061 0.0219 472.5350 0.0007 0.9992 0.8347 0.0129 0.1308 3.3308
6162 0.0297 640.8620 0.0008 0.9993 0.1966 0.0747 0.6218 3.4644
6465 0.7140 15423.113 0.0073 0.9993 0.3003 0.1942 1.8429 3.4644
6566 0.7139 15420.074 0.0072 0.9975 0.1534 0.2704 3.4530 1.9807
6667 0.7571 16353.948 0.0072 0.9993 0.0431 0.3614 9.2072 5.5430
L595 0.6433 13895.466 0.0265 0.9977 0.1263 0.2846 8.1895 2.6411
L598 0.0219 472.6716 0.0006 0.9966 0.2953 0.0420 0.0692 0.3774
5556ova 0.0035 75.7220 0.0003 0.0598 0.0498 0.0029 0.0052 0.0201
5556unda 0.0172 371.8152 0.0004 0.9993 1.5033 0.0264 0.0158 0.9700
5663ova 0.0070 151.2959 0.0004 0.0784 0.0692 0.0036 0.0109 0.0201
5663und 0.0211 454.8925 0.0004 0.9993 1.2182 0.0313 0.0182 0.9700
6364ova 0.0030 64.1229 0.0003 0.0290 0.0361 0.0008 0.0078 0.0500
6364und 0.0399 861.1328 0.0010 0.9993 0.8312 0.0583 0.0515 0.9700
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
6264und 0.6433 13896.159 0.0033 0.9966 0.5793 0.1545 0.2898 0.3774
6768ova 0.0519 1120.8879 0.0010 0.1184 0.0775 0.0076 0.1466 0.0200
6768und 0.7066 15262.187 0.0027 0.9833 0.6274 0.1535 0.3389 0.0140
4950ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0269
4950und 0.0588 1269.3689 0.0008 0.9970 1.5098 0.0358 0.1171 0.0120
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0278
5152und 0.0791 1707.9439 0.0014 0.9971 0.8140 0.0628 0.2282 0.2289
FREE # 1 0.7589 16392.250
*===============================================================*
| 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 0.8923 0.0000 1.2236 0.5092 0.6618 103.5457 102.2700 Max Flow
L2 0.8819 0.0000 0.9553 0.4469 0.5600 102.2700 101.0175 Max Flow
L3 0.8625 0.0000 0.4048 0.4422 0.6374 101.0175 100.3192 Max Flow
L4 1.6984 0.0000 0.4588 0.5209 0.8512 100.3192 99.8524 Max Flow
L5 1.6645 0.0000 0.3006 0.4360 0.8388 99.8524 99.5370 Max Flow
L6 1.6516 0.0000 0.0090 0.5148 0.4417 99.5372 99.5454 Max Flow
L7 1.6310 0.0000 0.0005 0.4733 0.4022 99.5456 99.5468 Max Flow
L8 1.8840 0.0000 0.0001 0.4815 0.4159 99.5468 99.5470 Max Flow
L9 1.8255 0.0000 0.1492 0.1727 0.4619 99.5470 99.3827 Max Flow
L10 1.8199 0.0000 0.0282 0.1773 0.1515 98.8529 97.6003 Max Flow
L11 1.7955 0.0000 0.0019 0.4386 0.4059 97.6004 97.6017 Max Flow
L12 1.7566 0.0000 0.0004 0.5026 0.4496 97.6017 97.6017 Max Flow
L13 2.5882 0.0000 0.0007 0.7120 0.6624 97.6017 97.6017 Max Flow
L14 2.5383 0.0000 0.0643 0.3939 0.5525 97.6017 97.5239 Max Flow
L15 2.5149 0.0000 0.1896 0.2418 0.3965 94.8573 94.6243 Max Flow
L24 2.4393 0.0000 0.4750 0.4075 0.5800 94.6243 94.1372 Max Flow
L25 3.3084 0.0000 0.2180 0.4170 0.5451 94.1372 93.7427 Max Flow
L26 3.2093 0.0000 0.4329 0.5021 0.9898 93.7428 93.2432 Max Flow
L27 3.1782 0.0000 0.1019 0.5299 0.4986 93.2432 93.0278 Max Flow
L28 0.6653 0.0000 4.1283 0.1867 0.2635 120.7653 113.8481 Max Flow
L29 1.3265 0.0000 7.6216 0.2418 0.3363 113.8373 105.8470 Max Flow
L30 1.7680 0.0000 2.9958 0.2508 0.3457 105.8470 98.1034 Max Flow
L31 2.5915 0.0000 0.9647 0.4256 0.6024 98.1035 95.7360 Max Flow
L32 2.7349 0.0000 0.8117 0.6319 0.9074 95.7360 94.8998 Max Flow
L33 0.3657 0.0000 0.5345 0.1896 0.3131 97.8609 97.3096 Max Flow
L34 2.8887 0.0000 0.0668 0.3375 0.7753 94.8998 94.8336 Max Flow
L35 2.8745 0.0000 1.1731 0.6863 0.7981 94.8336 93.6081 Max Flow
L36 2.9939 0.0000 0.2096 0.6351 0.6319 93.6081 93.1230 Max Flow
W2637 0.0011 0.0000 0.1189 0.0008 0.0041 93.7428 93.6208 Max Flow
L37 3.0807 0.0000 0.0312 0.5124 0.6134 93.1232 93.1031 Max Flow
L38 5.7057 0.0000 0.0584 0.7401 1.2936 93.1034 93.0399 Max Flow
L39 -0.0153 0.0000 -0.0069 0.0047 0.0149 92.1847 92.1915 Max Flow
L41 5.8683 0.0000 0.3707 0.6074 1.0375 92.9192 92.5513 Max Flow
4243 6.1325 0.0000 0.8849 0.7089 1.0549 92.5513 91.6514 Max Flow
4344 5.8833 0.0000 0.8183 0.6731 0.9605 91.6512 90.7965 Max Flow
6869 5.2212 0.0000 0.1604 0.5792 1.3077 89.1480 88.9877 Max Flow
4445 5.8885 0.0000 0.1013 0.4863 0.7204 90.8130 90.7224 Max Flow
4546 6.0230 0.0000 0.2434 0.8500 1.0212 90.7222 90.4899 Max Flow
4647 5.8894 0.0000 0.0718 0.6801 1.4843 90.4904 90.4129 Max Flow
4754 5.6788 0.0000 0.0436 0.6273 0.9152 90.4136 90.3762 Max Flow
4849 1.0672 0.0000 0.2335 0.2529 0.3275 90.9260 90.6629 Max Flow
5051 1.5273 0.0000 0.2807 0.1797 0.2565 90.5967 90.3042 Max Flow
5253 1.6512 0.0000 0.5254 0.2878 0.2719 90.2431 89.7132 Max Flow
5354 1.6008 0.0000 0.0579 0.1116 0.1801 89.7134 89.6351 Max Flow
5462 5.3446 0.0000 0.0022 0.2285 0.3257 90.3762 90.3741 Max Flow
5657 0.0307 0.0000 0.2980 0.0046 0.0027 99.5377 99.2329 Max Flow
5758 0.0057 0.0000 0.0001 0.0013 0.0008 99.2329 92.5651 Max Flow
5859 0.3343 0.0000 0.5105 0.1070 0.1246 92.5651 91.7647 Max Flow
5960 0.4483 0.0000 0.4816 0.1217 0.1405 91.7647 91.2637 Max Flow
6061 0.4450 0.0000 0.0288 0.0937 0.1020 91.2638 90.9885 Max Flow
6162 0.6065 0.0000 0.3693 0.4365 0.4265 90.9281 89.6300 Max Flow
6465 5.6592 0.0000 0.1023 0.8374 0.9226 89.5564 89.4976 Max Flow
6566 5.3776 0.0000 0.0241 0.8488 1.0968 89.4971 89.4782 Max Flow
6667 5.2772 0.0000 0.0076 0.6491 1.1197 89.5465 89.5393 Max Flow
L595 5.3635 0.0000 0.0005 0.2290 0.3279 90.4891 90.4890 Max Flow
L598 0.4268 0.0586 0.0069 0.2345 0.1538 90.9885 90.9281 Max Flow
5556ova 0.2118 0.0000 0.4361 0.1682 0.1356 99.9858 99.5377 Max Flow
5556unda 0.2168 0.1705 0.2771 0.3335 0.2523 99.9858 99.5377 Max Flow
5663ova 0.3040 0.0000 1.3844 0.1523 0.1368 99.5377 98.1368 Max Flow
5663und 0.2348 0.6049 1.5926 0.3422 0.3750 99.5377 97.3422 Max Flow
6364ova 0.2169 0.0000 7.0833 0.0263 0.0254 97.0493 89.9254 Max Flow
6364und 0.6262 1.5584 6.0459 1.2993 0.3433 97.0493 89.4440 Max Flow
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6264und 2.6890 0.8564 0.0798 0.9166 0.7592 90.4890 89.5564 Max Flow
6768ova 1.3349 0.0000 0.0463 0.1060 0.1565 89.5432 89.4860 Max Flow
6768und 2.0294 0.3858 0.0453 0.8041 0.6259 89.4703 89.0421 Max Flow
4950ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4950und 0.5310 0.0343 0.0024 0.1472 0.1423 90.6360 90.5966 Max Flow
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
5152und 0.7527 0.0539 0.0029 0.1855 0.1549 90.3042 90.2430 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 355.0000 0.0000 5.0000 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 135.0000 225.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L10 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L11 0.0000 280.0000 0.0000 80.0000 0.0000 0.0000 0.0000 0.0000 None
L12 0.0000 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 None
L13 0.0000 280.0000 0.0000 80.0000 0.0000 0.0000 0.0000 0.0000 None
L14 40.0000 320.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L15 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L24 230.0000 130.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 325.0000 10.0000 0.0000 0.0000 0.0000 25.0000 0.0000 None
L28 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L29 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L30 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L31 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L32 40.0000 320.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 345.0000 15.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L34 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L35 150.0000 210.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 0.0000 315.0000 30.0000 0.0000 0.0000 0.0000 15.0000 0.0000 None
W2637 5.0000 0.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L37 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L38 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L39 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L41 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4243 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4344 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6869 0.0000 355.0000 5.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4445 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4546 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4647 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4754 140.0000 220.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 240.0000 120.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5051 260.0000 100.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5253 40.0000 305.0000 10.0000 0.0000 0.0000 0.0000 5.0000 0.0000 None
5354 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5462 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5657 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5758 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5859 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5960 20.0000 340.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6061 290.0000 70.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 5.0000 345.0000 10.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6465 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L598 0.0000 0.0000 305.0000 45.0000 0.0000 0.0000 10.0000 0.0000 None
5556ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556unda 0.0000 0.0000 340.0000 0.0000 0.0000 20.0000 0.0000 0.0000 None
5663ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5663und 0.0000 0.0000 340.0000 0.0000 0.0000 0.0000 20.0000 0.0000 None
6364ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6364und 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 20.0000 110.0000 0.0000 0.0000 230.0000 0.0000 None
6768ova 10.0000 15.0000 335.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 90.0000 115.0000 0.0000 15.0000 140.0000 0.0000 None
4950ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950und 0.0000 345.0000 0.0000 15.0000 0.0000 0.0000 0.0000 0.0000 None
5152ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5152und 0.0000 0.0000 245.0000 105.0000 0.0000 0.0000 10.0000 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
L1 0.0000 1.1667 1.1667 0.0000
L2 357.0833 357.0833 0.0000 0.0000
L3 358.7917 358.7917 0.0000 0.0000
L4 328.1042 328.1042 0.0000 0.0000
L5 0.0208 341.5625 0.0000 0.0000
L6 0.0000 340.4792 0.0000 0.0000
L7 0.0000 332.0417 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 358.5417 0.0000 0.0000
L12 0.0000 349.8472 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 10.4444 11.4722 0.0000 0.0000
L25 357.1667 357.1667 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 359.9583 359.9583 0.0000 0.0000
L28 130.4583 131.6250 0.0000 0.0000
L29 340.9722 340.9722 0.0000 0.0000
L30 358.8333 358.8333 0.0000 0.0000
L31 358.8333 358.8333 0.0000 0.0000
L32 28.4653 28.4653 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.0833 353.2500 0.0000 0.0000
L35 5.1250 5.1667 0.0000 0.0000
L36 42.5764 42.6597 0.0417 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 325.6389 359.0000 0.0000 0.0000
L38 0.0417 4.2917 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 23.4097 33.5962 0.0000 0.0000
4243 292.1250 292.1250 0.1667 0.0000
4344 4.1667 4.2083 0.0000 0.0000
6869 3.4597 4.5639 0.0000 0.0000
4445 315.2778 358.1667 0.0000 0.0000
4546 14.5833 26.8750 0.0000 0.0000
4647 0.0000 1.9583 0.0000 0.0000
4754 3.8125 34.5625 0.0000 0.0000
4849 0.0000 0.0000 0.0000 0.0000
5051 11.0625 20.9583 0.9167 0.0000
5253 13.8542 37.9861 13.1111 0.0000
5354 310.9792 351.0556 0.3333 0.0000
5462 306.3472 357.0417 0.0000 0.0000
5657 344.2778 344.2778 2.0556 0.0000
5758 346.0278 346.0278 0.0000 0.0000
5859 358.5000 358.5000 0.0000 0.0000
5960 302.3333 302.3333 0.0000 0.0000
6061 28.1875 28.1875 0.0000 0.0000
6162 350.3889 350.4167 4.8333 0.0000
6465 326.5506 353.6667 0.3333 0.0000
6566 248.3337 358.6667 0.0000 0.0000
6667 0.1250 351.8333 0.0000 0.0000
L595 243.0000 358.2083 0.0000 0.0000
L598 302.8611 359.3750 1.1667 0.0000
5556ova 348.0278 348.6111 6.4167 0.0000
5556unda 1.8750 6.7292 338.7708 0.0000
5663ova 0.1667 0.1667 0.0417 0.0000
5663und 0.0000 0.0000 338.4583 0.0000
6364ova 0.0000 0.0000 347.9333 0.0000
6364und 319.1111 319.2778 8.4444 0.0000
6264ova 0.0000 0.0000 0.0000 0.0000
6264und 1.1250 307.4444 0.0000 0.0000
6768ova 0.0000 0.0000 307.7500 0.0000
6768und 0.0000 292.0139 0.8333 0.0000
4950ova 0.0000 0.0000 0.0000 0.0000
4950und 0.2917 341.4986 0.0000 0.0000
5152ova 0.0000 0.0000 0.0000 0.0000
5152und 136.0000 347.0972 0.1250 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
L1 0.2292 0.9834 0.2206 0.0035 0.8973 0.0015 0.0153 0.9124 0.0070 0.1602 9.5805 0.0738 0.6550
L2 0.0000 0.8484 0.0000 0.0000 0.8977 0.0000 0.0000 1.0581 0.0000 0.0000 11.6386 0.0000 0.5998
L3 0.0000 0.5347 0.0000 0.0000 0.8880 0.0000 0.0000 1.6609 0.0000 0.0000 26.5739 0.0000 0.7503
L4 0.1583 0.6390 0.1714 0.0024 1.7187 0.0063 0.0153 2.6898 0.0368 0.2444 43.0367 0.5894 0.8441
L5 0.0000 0.6492 0.0000 0.0000 1.7156 0.0000 0.0000 2.6428 0.0000 0.0000 26.4279 0.0000 0.7606
L6 0.1094 0.5334 0.1613 0.0493 1.6257 0.0419 0.4501 3.0481 0.2601 4.5914 31.0907 2.6528 0.9674
L7 0.0179 0.1718 0.0369 0.0022 1.6997 0.0096 0.1210 9.8935 0.2603 1.2710 103.8819 2.7327 1.4813
L8 0.0067 0.0982 0.0135 0.0004 1.9369 0.0008 0.0542 19.7285 0.0566 0.5418 197.2846 0.5664 1.9522
L9 0.3160 0.5490 0.5294 0.6819 1.1824 0.0443 2.1580 2.1536 0.0837 21.5805 21.5361 0.8367 0.2626
L10 0.1910 0.4128 0.1932 0.1128 1.6271 0.1686 0.5906 3.9417 0.8727 5.9060 39.4170 8.7268 0.5475
L11 0.0373 0.2425 0.0748 0.0257 1.8452 0.0588 0.6881 7.6090 0.7864 11.3530 125.5491 12.9748 1.2099
L12 0.0181 0.1453 0.0369 0.0097 1.9173 0.0173 0.5348 13.1978 0.4676 8.8247 217.7637 7.7162 1.7979
L13 0.0202 0.1768 0.0413 0.0234 2.6006 0.0451 1.1593 14.7109 1.0924 20.2871 257.4405 19.1174 2.3911
L14 0.0000 0.3222 0.5964 0.0000 0.1279 2.5271 0.0000 0.3970 4.2371 0.0000 3.9703 42.3707 0.4105
L15 0.2909 0.6806 0.2780 0.2739 2.1652 0.2131 0.9415 3.1814 0.7663 12.2391 41.3580 9.9617 0.5044
L24 0.0562 0.7094 0.0000 0.0001 2.6291 0.0000 0.0015 3.7058 0.0000 0.0305 74.1161 0.0000 0.5859
L25 0.3171 0.7169 0.2503 0.1318 3.1580 0.1190 0.4157 4.4050 0.4755 6.6519 70.4804 7.6082 0.7226
L26 0.0000 0.9985 0.0000 0.0000 3.3936 0.0000 0.0000 3.3986 0.0000 0.0000 50.9796 0.0000 0.7509
L27 0.0000 0.8725 0.0980 0.0000 3.3750 0.0167 0.0000 3.8682 0.1706 0.0000 56.0889 2.4737 0.8378
L28 0.0000 0.6235 0.0000 0.0000 0.7130 0.0000 0.0000 1.1436 0.0000 0.0000 153.2465 0.0000 0.3184
L29 0.0000 0.9259 0.0000 0.0000 1.4415 0.0000 0.0000 1.5569 0.0000 0.0000 245.9937 0.0000 0.3529
L30 0.0000 0.6713 0.0000 0.0000 1.7788 0.0000 0.0000 2.6498 0.0000 0.0000 397.4729 0.0000 0.4747
L31 0.0000 0.5152 0.0000 0.0000 2.6375 0.0000 0.0000 5.1189 0.0000 0.0000 455.5800 0.0000 0.8070
L32 0.1864 0.9003 0.1792 0.0044 2.7369 0.0018 0.0235 3.0401 0.0102 0.4944 63.8420 0.2142 0.8903
L33 0.1200 0.3971 0.1199 0.0090 0.3561 0.0029 0.0749 0.8968 0.0245 0.7486 8.9676 0.2451 0.2994
L34 0.0439 0.3115 0.2330 0.0010 2.7073 0.1819 0.0223 8.6900 0.7808 0.3898 152.0752 13.6633 0.8457
L35 0.0000 0.7192 0.2061 0.0000 2.8941 0.0015 0.0000 4.0240 0.0071 0.0000 86.5152 0.1522 0.7725
L36 0.2101 0.8551 0.0000 0.0112 2.9910 0.0000 0.0534 3.4978 0.0000 0.9603 62.9613 0.0000 0.7310
W2637 0.2048 0.2062 0.0000 0.0004 0.0028 0.0000 0.0019 0.0138 0.0000 0.0192 0.1378 0.0000 0.0238
L37 0.0752 0.5072 0.0041 0.0244 3.0871 0.0000 0.3251 6.0860 0.0000 7.6387 143.0210 0.0012 0.9650
L38 0.1385 0.9536 0.0704 0.1349 5.9238 0.0033 0.9739 6.2120 0.0467 13.6346 86.9685 0.6532 1.0973
L39 0.0000 0.7723 0.2075 0.0000 6.0091 0.0249 0.0000 7.7809 0.1198 0.0000 77.8086 1.1978 0.9344
L41 0.2599 0.6398 0.2525 0.1445 5.7095 0.1210 0.5560 8.9243 0.4793 30.3015 486.3741 26.1226 1.0556
4243 0.2342 0.9996 0.3031 0.5589 5.1608 0.4193 2.3862 5.1629 1.3834 143.1746 309.7750 83.0026 1.0443
4344 0.3871 1.2091 0.2854 1.1195 4.7701 0.1938 2.8922 3.9452 0.6790 144.6108 197.2620 33.9500 0.9306
6869 0.0000 0.4812 0.0000 0.0000 5.2567 0.0000 0.0000 10.9245 0.0000 0.0000 218.4907 0.0000 1.3117
4445 0.0000 0.5745 0.0000 0.0000 6.1196 0.0000 0.0000 10.6512 0.0000 0.0000 351.4889 0.0000 0.9175
4546 0.5899 1.3988 0.3262 2.2544 3.8923 0.0374 3.8218 2.7825 0.1147 95.5444 69.5631 2.8687 1.0910
4647 0.1646 0.8376 0.1747 0.0174 5.9722 0.0330 0.1059 7.1299 0.1891 2.1175 142.5988 3.7815 1.1987
4754 0.3056 0.5458 0.3210 0.5725 4.5126 0.6957 1.8735 8.2682 2.1676 58.0787 256.3153 67.1964 1.2447
4849 0.0000 0.8839 0.0000 0.0000 1.0857 0.0000 0.0000 1.2283 0.0000 0.0000 14.7397 0.0000 0.3094
5051 0.4995 0.8194 0.0000 0.0420 1.5192 0.0000 0.0842 1.8541 0.0000 1.5994 35.2274 0.0000 0.2881
5253 0.1035 0.4290 0.1550 0.0379 1.5917 0.0746 0.3659 3.7102 0.4815 7.3172 74.2035 9.6302 0.7539
5354 0.0374 0.0706 0.0473 0.0723 1.4852 0.1072 1.9325 21.0299 2.2688 56.0433 609.8659 65.7965 1.0863
5462 0.0969 0.1644 0.0423 0.2789 5.0187 0.0664 2.8778 30.5209 1.5671 34.5338 366.2507 18.8050 1.3893
5657 0.0000 0.6136 0.2155 0.0000 0.0494 0.0000 0.0000 0.0806 0.0000 0.0000 0.4835 0.0000 0.0074
5758 0.0196 0.0336 0.0220 0.0001 0.0296 0.0002 0.0062 0.8793 0.0086 0.3098 43.9653 0.4324 0.0636
5859 0.0000 0.6664 0.0000 0.0000 0.3406 0.0000 0.0000 0.5110 0.0000 0.0000 9.1988 0.0000 0.1439
5960 0.2015 0.6597 0.1624 0.0008 0.4506 0.0002 0.0038 0.6831 0.0013 0.0651 11.6129 0.0226 0.1391
6061 0.1127 0.2589 0.0000 0.0018 0.4486 0.0000 0.0156 1.7326 0.0000 0.1718 19.0584 0.0000 0.1966
6162 0.0600 0.1859 0.0108 0.1627 0.4471 0.0005 2.7133 2.4052 0.0441 81.3994 72.1568 1.3235 1.1534
6465 0.2476 0.6683 0.3398 0.0222 5.5678 0.1427 0.0898 8.3308 0.4200 2.8736 266.5848 13.4396 1.2153
6566 0.0000 0.3528 0.2873 0.0000 3.6539 1.7321 0.0000 10.3559 6.0294 0.0000 362.4550 211.0275 1.6173
6667 0.1097 0.1895 0.0961 2.0827 2.6137 0.6056 18.9924 13.7892 6.3038 949.6208 689.4600 315.1880 1.8477
L595 0.0811 0.1367 0.0339 0.3406 4.9832 0.0895 4.1979 36.4652 2.6423 25.1875 218.7914 15.8539 1.6489
5556ova 0.0000 1.3624 0.0000 0.0000 0.2157 0.0000 0.0000 0.1583 0.0000 0.0000 2.5330 0.0000 0.1375
5663ova 0.0000 1.1228 0.0274 0.0000 0.3116 0.0000 0.0000 0.2775 0.0000 0.0000 23.0301 0.0002 0.1383
6364ova 0.0516 0.6041 0.0516 0.0000 0.2455 0.0000 0.0000 0.4064 0.0000 0.0047 44.7024 0.0047 0.0415
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 0.5157 0.7977 0.4890 0.1641 1.0659 0.1619 0.3182 1.3361 0.3311 3.1817 13.3613 3.3112 0.1299
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 0.01127 2.8913 .004993 2.9076 9.5930 12.687 0.01127 2.8913 .004993 2.9076 9.5930 12.687 0.0000 0.0000 0.0000 None
L2 0.0000 3.0459 0.0000 3.0459 2.6428 6.1708 0.0000 3.0459 0.0000 3.0459 2.6428 6.1708 0.0000 0.0000 0.0000 None
L3 0.0000 5.5521 0.0000 5.5521 5.4491 9.8761 0.0000 5.5521 0.0000 5.5521 5.4491 9.8761 0.0000 0.0000 0.0000 None
L4 0.01522 10.817 0.03975 10.872 4.9721 11.250 0.01522 10.817 0.03975 10.872 4.9721 11.250 0.0000 0.0000 0.0000 None
L5 0.0000 9.8035 0.0000 9.8035 7.2971 13.407 0.0000 9.8035 0.0000 9.8035 7.2971 13.407 0.0000 0.0000 0.0000 None
L6 1.9908 65.713 1.6955 69.399 7.1759 15.343 1.9908 65.713 1.6955 69.399 7.1759 15.343 0.0000 0.0000 0.0000 None
L7 0.3280 257.95 1.4591 259.73 5.0965 18.727 0.3280 257.95 1.4591 259.73 5.0965 18.727 0.0000 0.0000 0.0000 None
L8 0.1096 583.25 0.2298 583.59 6.3362 25.889 0.1096 583.25 0.2298 583.59 6.3362 25.889 0.0000 0.0000 0.0000 None
L9 5.7962 10.050 0.3765 16.222 3.8041 30.452 5.7962 10.050 0.3765 16.222 3.8041 30.452 0.0000 0.0000 0.0000 None
L10 2.4386 35.171 3.6436 41.254 10.342 22.888 2.4386 35.171 3.6436 41.254 10.342 22.888 0.0000 0.0000 0.0000 None
L11 2.7010 194.13 6.1892 203.02 6.6475 21.446 2.7010 194.13 6.1892 203.02 6.6475 21.446 0.0000 0.0000 0.0000 None
L12 2.0546 406.52 3.6600 412.23 6.8074 22.342 2.0546 406.52 3.6600 412.23 6.8074 22.342 0.0000 0.0000 0.0000 None
L13 4.6486 517.26 8.9766 530.89 3.3635 22.114 4.6486 517.26 8.9766 530.89 3.3635 22.114 0.0000 0.0000 0.0000 None
L14 0.0000 1.7587 34.738 36.497 4.5353 25.285 0.0000 1.7587 34.738 36.497 4.5353 25.285 0.0000 0.0000 0.0000 None
L15 2.4992 19.758 1.9441 24.202 2.7876 16.229 2.4992 19.758 1.9441 24.202 2.7876 16.229 0.0000 0.0000 0.0000 None
L24 .000552 16.931 0.0000 16.932 5.4823 17.222 .000552 16.931 0.0000 16.932 5.4823 17.222 0.0000 0.0000 0.0000 None
L25 1.2451 29.825 1.1242 32.194 3.5241 14.815 1.2451 29.825 1.1242 32.194 3.5241 14.815 0.0000 0.0000 0.0000 None
L26 0.0000 20.171 0.0000 20.171 6.0447 13.248 0.0000 20.171 0.0000 20.171 6.0447 13.248 0.0000 0.0000 0.0000 None
L27 0.0000 50.496 0.2500 50.746 11.680 20.442 0.0000 50.496 0.2500 50.746 11.680 20.442 0.0000 0.0000 0.0000 None
L28 0.0000 4.1420 0.0000 4.1420 27.408 32.592 0.0000 4.1420 0.0000 4.1420 27.408 32.592 0.0000 0.0000 0.0000 None
L29 0.0000 6.3980 0.0000 6.3980 24.088 29.912 0.0000 6.3980 0.0000 6.3980 24.088 29.912 0.0000 0.0000 0.0000 None
L30 0.0000 13.479 0.0000 13.479 26.418 33.582 0.0000 13.479 0.0000 13.479 26.418 33.582 0.0000 0.0000 0.0000 None
L31 0.0000 23.690 0.0000 23.690 23.539 39.669 0.0000 23.690 0.0000 23.690 23.539 39.669 0.0000 0.0000 0.0000 None
L32 0.02365 14.752 .009851 14.786 8.7788 15.726 0.02365 14.752 .009851 14.786 8.7788 15.726 0.0000 0.0000 0.0000 None
L33 0.04782 1.8953 0.01563 1.9587 9.2776 17.626 0.04782 1.8953 0.01563 1.9587 9.2776 17.626 0.0000 0.0000 0.0000 None
L34 0.01634 45.290 3.0428 48.349 3.1998 22.682 0.01634 45.290 3.0428 48.349 3.1998 22.682 0.0000 0.0000 0.0000 None
L35 0.0000 10.881 .005482 10.886 9.1385 29.626 0.0000 10.881 .005482 10.886 9.1385 29.626 0.0000 0.0000 0.0000 None
L36 0.09396 25.077 0.0000 25.171 5.2380 24.641 0.09396 25.077 0.0000 25.171 5.2380 24.641 0.0000 0.0000 0.0000 None
W2637 .000992 .007174 0.0000 .008166 9.1387 10.459 .000992 .007174 0.0000 .008166 9.1387 10.459 0.0000 0.0000 0.0000 None
L37 0.7213 91.110 .59E-05 91.831 5.5542 18.120 0.7213 91.110 .59E-05 91.831 5.5542 18.120 0.0000 0.0000 0.0000 None
L38 2.3737 104.26 0.05781 106.69 21.117 35.358 2.3737 104.26 0.05781 106.69 21.117 35.358 0.0000 0.0000 0.0000 None
L39 0.0000 54.859 0.2269 55.085 22.463 36.216 0.0000 54.859 0.2269 55.085 22.463 36.216 0.0000 0.0000 0.0000 None
L41 1.8094 71.497 1.5154 74.821 20.766 35.752 1.8094 71.497 1.5154 74.821 20.766 35.752 0.0000 0.0000 0.0000 None
4243 5.9306 54.757 4.4490 65.137 20.882 40.084 5.9306 54.757 4.4490 65.137 20.882 40.084 0.0000 0.0000 0.0000 None
4344 10.647 45.366 1.8429 57.856 17.065 37.959 10.647 45.366 1.8429 57.856 17.065 37.959 0.0000 0.0000 0.0000 None
6869 0.0000 58.639 0.0000 58.639 25.917 40.755 0.0000 58.639 0.0000 58.639 25.917 40.755 0.0000 0.0000 0.0000 None
4445 0.0000 108.83 0.0000 108.83 12.666 30.028 0.0000 108.83 0.0000 108.83 12.666 30.028 0.0000 0.0000 0.0000 None
4546 25.567 44.142 0.4245 70.133 10.673 24.702 25.567 44.142 0.4245 70.133 10.673 24.702 0.0000 0.0000 0.0000 None
4647 0.3581 122.72 0.6787 123.75 10.514 20.787 0.3581 122.72 0.6787 123.75 10.514 20.787 0.0000 0.0000 0.0000 None
4754 20.490 161.52 24.901 206.91 16.930 34.900 20.490 161.52 24.901 206.91 16.930 34.900 0.0000 0.0000 0.0000 None
4849 0.0000 7.7768 0.0000 7.7768 22.650 29.512 0.0000 7.7768 0.0000 7.7768 22.650 29.512 0.0000 0.0000 0.0000 None
5051 0.4303 15.548 0.0000 15.978 14.716 22.070 0.4303 15.548 0.0000 15.978 14.716 22.070 0.0000 0.0000 0.0000 None
5253 2.2392 94.150 4.4142 100.80 10.023 18.558 2.2392 94.150 4.4142 100.80 10.023 18.558 0.0000 0.0000 0.0000 None
5354 21.091 433.44 31.291 485.83 5.4952 34.102 21.091 433.44 31.291 485.83 5.4952 34.102 0.0000 0.0000 0.0000 None
5462 25.672 461.95 6.1087 493.73 6.3931 37.186 25.672 461.95 6.1087 493.73 6.3931 37.186 0.0000 0.0000 0.0000 None
5657 0.0000 0.09599 .24E-05 0.09599 7.9848 29.902 0.0000 0.09599 .24E-05 0.09599 7.9848 29.902 0.0000 0.0000 0.0000 None
5758 0.01558 3.7912 0.02437 3.8311 4.7689 20.272 0.01558 3.7912 0.02437 3.8311 4.7689 20.272 0.0000 0.0000 0.0000 None
5859 0.0000 2.0015 0.0000 2.0015 7.6479 12.110 0.0000 2.0015 0.0000 2.0015 7.6479 12.110 0.0000 0.0000 0.0000 None
5960 .004572 2.6706 .001278 2.6765 7.9044 16.091 .004572 2.6706 .001278 2.6765 7.9044 16.091 0.0000 0.0000 0.0000 None
6061 0.03781 9.6340 0.0000 9.6718 14.239 26.404 0.03781 9.6340 0.0000 9.6718 14.239 26.404 0.0000 0.0000 0.0000 None
6162 13.185 36.233 0.03852 49.457 0.09066 13.005 13.185 36.233 0.03852 49.457 0.09066 13.005 0.0000 0.0000 0.0000 None
6465 0.4846 121.33 3.1101 124.92 28.648 44.205 0.4846 121.33 3.1101 124.92 28.648 44.205 0.0000 0.0000 0.0000 None
6566 0.0000 162.05 76.817 238.86 5.7812 25.061 0.0000 162.05 76.817 238.86 5.7812 25.061 0.0000 0.0000 0.0000 None
6667 181.11 227.28 52.662 461.05 3.9684 41.330 181.11 227.28 52.662 461.05 3.9684 41.330 0.0000 0.0000 0.0000 None
L595 42.471 621.44 11.163 675.07 5.4359 38.899 42.471 621.44 11.163 675.07 5.4359 38.899 0.0000 0.0000 0.0000 None
5556ova 0.0000 1.2991 0.0000 1.2991 9.1084 11.412 0.0000 1.2991 0.0000 1.2991 9.1084 11.412 0.0000 0.0000 0.0000 None
5663ova 0.0000 2.3950 .48E-06 2.3950 9.1078 12.901 0.0000 2.3950 .48E-06 2.3950 9.1078 12.901 0.0000 0.0000 0.0000 None
6364ova .88E-05 0.9737 .88E-05 0.9738 0.09793 9.9021 .88E-05 0.9737 .88E-05 0.9738 0.09793 9.9021 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 2.5695 16.690 2.5352 21.795 26.200 47.325 2.5695 16.690 2.5352 21.795 26.200 47.325 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 103.5484 102.2736 10.5000 11.7000 2.1070 2.1070 1.7000 0.9874 0.9874 0.8000 3.0944 3.0944
L2 102.2736 101.0245 11.0000 4.2000 1.5572 1.5572 2.7000 1.9708 1.9708 2.3000 3.5280 3.5280
L3 101.0244 100.3238 16.0000 7.4000 1.9509 1.9509 2.6000 2.4761 2.4761 3.3000 4.4270 4.4270
L4 100.3238 99.8614 16.0000 6.5000 1.5279 1.5279 1.3000 4.7496 4.7496 4.2000 6.2775 6.2775
L5 99.8614 99.5415 10.0000 11.5000 4.2029 4.2029 5.5000 1.9071 1.9071 2.4000 6.1100 6.1100
L6 99.5415 99.5506 10.2000 12.1000 4.9241 4.9241 2.6000 3.2428 3.2428 1.9000 8.1670 8.1670
L7 99.5505 99.5515 10.5000 11.9000 6.8035 6.8035 6.0000 6.8275 6.8275 5.1000 13.6310 13.6310
L8 99.5516 99.5518 10.0000 14.5000 8.1638 8.1638 7.6000 11.3894 11.3894 10.8000 19.5532 19.5532
L9 99.5518 99.3854 10.0000 27.5000 23.6959 23.6959 8.2000 2.9519 2.9519 2.2000 26.6478 26.6478
L10 98.8573 97.6030 10.0000 19.7000 9.3576 9.3576 7.2000 3.1881 3.1881 0.0000 12.5458 12.5458
L11 97.6030 97.6043 16.5000 12.9000 6.2525 6.2525 3.5000 8.5457 8.5457 5.4000 14.7983 14.7983
L12 97.6043 97.6046 16.5000 15.0000 8.1926 8.1926 6.0000 7.3417 7.3417 5.5000 15.5343 15.5343
L13 97.6046 97.6052 17.5000 12.5000 9.1365 9.1365 4.6000 9.6140 9.6140 5.5000 18.7505 18.7505
L14 97.6052 97.5245 10.0000 5.0000 0.4647 0.4647 0.6000 20.2849 20.2849 1.4000 20.7496 20.7496
L15 94.8690 94.6426 13.0000 6.5000 3.7124 3.7124 0.0000 9.7293 9.7293 6.5000 13.4418 13.4418
L24 94.6426 94.1443 20.0000 16.8000 11.3177 11.3177 11.2000 0.4223 0.4223 0.8000 11.7400 11.7400
L25 94.1443 93.7613 16.0000 4.7000 1.1759 1.1759 0.0000 10.1148 10.1148 7.9000 11.2908 11.2908
L26 93.7613 93.2582 15.0000 7.8000 1.7553 1.7553 2.6000 5.4484 5.4484 7.2000 7.2037 7.2037
L27 93.2582 93.1183 14.5000 13.7000 2.0203 2.0203 3.4000 6.7418 6.7418 5.1000 8.7621 8.7621
L28 120.7748 113.8645 134.0000 31.0000 3.5919 3.5919 11.0000 1.5919 1.5919 19.0000 5.1839 5.1839
L29 113.8645 105.8482 158.0000 28.5000 4.4116 4.4116 16.5000 1.4116 1.4116 19.5000 5.8233 5.8233
L30 105.8482 98.1081 150.0000 32.0000 5.5823 5.5823 12.0000 1.5823 1.5823 17.0000 7.1646 7.1646
L31 98.1081 95.7363 89.0000 30.0000 6.4608 6.4608 10.0000 9.6694 9.6694 19.0000 16.1302 16.1302
L32 95.7363 94.9003 21.0000 13.6000 4.8212 4.8212 4.3000 2.1258 2.1258 1.9000 6.9470 6.9470
L33 97.8616 97.3100 10.0000 13.8000 4.5224 4.5224 2.0000 3.8258 3.8258 3.0000 8.3482 8.3482
L34 94.9003 94.8345 17.5000 16.7000 13.5002 13.5002 12.7000 5.9819 5.9819 3.8000 19.4821 19.4821
L35 94.8345 93.6088 21.5000 11.0000 1.8615 1.8615 2.0000 18.6264 18.6264 18.4000 20.4879 20.4879
L36 93.6088 93.1352 18.0000 6.8000 1.5620 1.5620 1.1000 17.8407 17.8407 21.1000 19.4027 19.4027
W2637 93.7613 93.6223 10.0000 9.3000 0.1613 0.1613 0.0000 1.1590 1.1590 3.9000 1.3203 1.3203
L37 93.1352 93.1183 23.5000 11.3000 5.7458 5.7458 4.1000 6.8198 6.8198 6.8000 12.5656 12.5656
L38 93.1183 93.0519 14.0000 30.6000 9.4833 9.4833 5.1000 4.7577 4.7577 4.2000 14.2410 14.2410
L39 92.9262 93.0519 10.0000 30.7000 8.2374 8.2374 9.7000 5.5165 5.5165 4.8000 13.7538 13.7538
L41 92.9262 92.5514 54.5000 32.5000 11.7338 11.7338 10.3000 3.2522 3.2522 2.0000 14.9860 14.9860
4243 92.5514 91.6581 60.0000 31.0000 10.1180 10.1180 1.5000 9.0838 9.0838 5.0000 19.2018 19.2018
4344 91.6581 90.8232 50.0000 32.0000 14.9351 14.9351 2.0000 5.9594 5.9594 3.4000 20.8945 20.8945
6869 89.1519 88.9915 20.0000 36.0000 10.0826 10.0826 13.2000 4.7550 4.7550 5.8000 14.8376 14.8376
4445 90.8232 90.7288 33.0000 26.4000 13.7336 13.7336 21.8000 3.6278 3.6278 8.0000 17.3615 17.3615
4546 90.7288 90.5469 25.0000 22.1000 11.4269 11.4269 1.7000 2.6024 2.6024 2.0000 14.0294 14.0294
4647 90.5469 90.5088 20.0000 11.8000 1.2860 1.2860 0.6000 8.9866 8.9866 7.8000 10.2725 10.2725
4754 90.5088 90.4918 31.0000 28.6000 11.6700 11.6700 7.1000 6.3001 6.3001 1.4000 17.9701 17.9701
4849 90.9280 90.6647 12.0000 26.3000 3.6498 3.6498 4.6000 3.2118 3.2118 3.7000 6.8616 6.8616
5051 90.5990 90.4928 19.0000 21.4000 6.6843 6.6843 6.1000 0.6698 0.6698 5.4600 7.3542 7.3542
5253 90.4919 90.4920 20.0000 14.4000 4.3773 4.3773 2.8000 4.1578 4.1578 2.7700 8.5351 8.5351
5354 90.4920 90.4918 29.0000 30.3000 24.8048 24.8048 20.1000 3.8024 3.8024 0.0000 28.6072 28.6072
5462 90.4918 90.4910 12.0000 13.9000 7.5069 7.5069 2.9000 23.2856 23.2856 20.0000 30.7926 30.7926
5657 99.5385 99.2378 6.0000 29.9000 21.9152 21.9152 29.8000 0.0016 0.0016 0.0000 21.9168 21.9168
5758 99.2378 92.5663 50.0000 20.0000 15.2311 15.2311 15.0000 0.2719 0.2719 0.0000 15.5030 15.5030
5859 92.5663 91.7652 18.0000 8.4000 0.7521 0.7521 2.3000 3.7095 3.7095 5.5000 4.4616 4.4616
5960 91.7652 91.2643 17.0000 10.1000 2.1956 2.1956 2.0000 5.9912 5.9912 5.9000 8.1869 8.1869
6061 91.2643 90.9955 11.0000 25.0000 10.7608 10.7608 10.4000 1.4042 1.4042 1.5000 12.1650 12.1650
6162 90.9296 90.4910 30.0000 9.3000 9.2093 9.2093 1.3000 3.7052 3.7052 2.0000 12.9145 The text continues on section 5.