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c100y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 13:09.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\churchie\climchng.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\churchst\Flows.int
Input File to Layer # 2 C:\XPS\churchst\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=6.0 6.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 54
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 71
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 71
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 433
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 62
Number of Storage junctions in Extran (NVSE)........ 1
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 3
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 54
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 71
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
CHURCH STREET, POMONA
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 6.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 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 76.5000 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 1208 360 N48#2 1609 395 N50#1 1216 360
N50#2 1634 386 N52#1 1240 360 N52#2 1631 389
N1#1 1220 360 N1#2 1901 527 N4#1 1192 360
N4#2 2165 623 N8#1 1168 336 N8#2 2355 685
N13#1 1220 360 N13#2 2305 671 N25#1 1224 360
N25#2 1629 391 N28#1 1232 360 N28#2 1608 396
N29#1 1220 360 N29#2 1909 515 N30#1 1220 360
N30#2 2312 720 N31#1 1224 360 N31#2 2347 685
N32#1 1236 360 N32#2 1228 360 N33#1 1236 360
N33#2 1638 390 N36#1 1236 360 N36#2 1621 387
N42#1 1224 360 N42#2 1637 391 N44#1 1224 360
N44#2 1637 391 N45#1 1228 360 N45#2 1628 392
N47#1 1145 327 N47#2 1611 389 N55#1 1743 421
N55#2 1641 391 N56#1 1220 360 N56#2 1636 392
N63#1 1232 360 N63#2 1638 390 N64#1 1224 360
N64#2 1636 392 N66#1 1220 360 N66#2 1636 392
N58#1 1224 360 N58#2 1636 392 N59#1 1240 360
N59#2 1618 386 N61#1 1236 360 N61#2 1635 389
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 76.5000 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) 3.144150E+04 76.500
Total Infiltration 2.232665E+02 0.543
Total Evaporation 4.348068E+00 0.011
Surface Runoff from Watersheds 3.107206E+04 75.601
Total Water remaining in Surface Storage 1.755094E+02 0.427
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......... 3.147518E+04 76.582
Total Precipitation + Initial Storage. 3.144150E+04 76.500
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............... -0.1071
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 3.107206E+04 75.601
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 3.100506E+04 75.438
Initial Storage + Inflow.................... 3.107206E+04 75.601
Final Storage + Outflow + Diverted GW....... 3.100506E+04 75.438
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.2161
##################################################
# 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).... 76.50000 76.50000 76.50000 76.50000 76.50000 76.50000
Max Intensity (mm/hr).. 315.00000 315.00000 315.00000 315.00000 315.00000 315.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.29582 0.00000 75.80119 0.00000 75.64283
Total Losses (mm)...... 0.00000 0.85500 0.00000 0.69481 0.00000 0.80861
Remaining Depth (mm)... 0.00000 0.34918 0.00000 0.00400 0.00000 0.04856
Peak Runoff Rate (cms). 0.00000 1.03463 0.00000 0.03472 0.00000 0.14959
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.43204 76.58568 76.49277 76.55090 76.63935 76.99606
Peak Runoff Rate (cms). 1.31437 0.00149 0.90638 0.00003 0.14826 0.00016
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.43204 76.58568 76.49277 76.55090 76.63935 76.99606
Peak Runoff Rate (cms). 1.31437 0.00149 0.90638 0.00003 0.14826 0.00016
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 76.43204 75.29711 76.49277 75.80194 76.63935 75.64418
Peak Runoff Rate (cms). 1.31437 1.03611 0.90638 0.03475 0.14826 0.14975
Unit Runoff (mm/hr).... 280.65975 222.55206 296.41216 315.37208 316.57265 301.99980
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).... 76.50000 76.50000 76.50000 76.50000 76.50000 76.50000
Max Intensity (mm/hr).. 315.00000 315.00000 315.00000 315.00000 315.00000 315.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.46564 0.00000 75.58171 0.00000 75.62117
Total Losses (mm)...... 0.00000 0.84305 0.00000 0.82610 0.00000 0.81600
Remaining Depth (mm)... 0.00000 0.19131 0.00000 0.09219 0.00000 0.06284
Peak Runoff Rate (cms). 0.00000 1.48590 0.00000 0.86883 0.00000 0.24302
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.52712 76.80313 76.30461 76.70361 76.65563 76.66172
Peak Runoff Rate (cms). 0.19283 0.20387 0.46058 0.41192 0.05239 0.21225
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.52712 76.80313 76.30461 76.70361 76.65563 76.66172
Peak Runoff Rate (cms). 0.19283 0.20387 0.46058 0.41192 0.05239 0.21225
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 76.52712 75.59939 76.30461 75.91828 76.65563 76.08941
Peak Runoff Rate (cms). 0.19283 1.68977 0.46058 1.28074 0.05239 0.45527
Unit Runoff (mm/hr).... 304.33272 263.25786 249.54058 296.12398 316.95872 306.04283
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).... 76.50000 76.50000 76.50000 76.50000 76.50000 76.50000
Max Intensity (mm/hr).. 315.00000 315.00000 315.00000 315.00000 315.00000 315.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.56707 0.00000 75.56169 0.00000 75.24159
Total Losses (mm)...... 0.00000 0.82906 0.00000 0.83007 0.00000 0.85750
Remaining Depth (mm)... 0.00000 0.10387 0.00000 0.10825 0.00000 0.40091
Peak Runoff Rate (cms). 0.00000 0.67422 0.00000 0.87596 0.00000 1.68617
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.52377 76.66974 76.54351 76.82474 76.59128 76.56647
Peak Runoff Rate (cms). 0.59386 0.40674 0.95734 0.00101 0.10378 0.00252
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.52377 76.66974 76.54351 76.82474 76.59128 76.56647
Peak Runoff Rate (cms). 0.59386 0.40674 0.95734 0.00101 0.10378 0.00252
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 76.52377 75.95301 76.54351 75.56295 76.59128 75.24291
Peak Runoff Rate (cms). 0.59386 1.08096 0.95734 0.87697 0.10378 1.68869
Unit Runoff (mm/hr).... 303.62473 295.03215 307.53663 281.71827 313.94919 213.58906
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).... 76.50000 76.50000 76.50000 76.50000 76.50000 76.50000
Max Intensity (mm/hr).. 315.00000 315.00000 315.00000 315.00000 315.00000 315.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.50962 0.00000 71.57465 0.00000 75.55113
Total Losses (mm)...... 0.00000 0.83805 0.00000 0.88109 0.00000 0.83193
Remaining Depth (mm)... 0.00000 0.15233 0.00000 4.04426 0.00000 0.11694
Peak Runoff Rate (cms). 0.00000 1.48878 0.00000 0.67943 0.00000 1.35828
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.51714 76.81837 76.51714 76.57477 76.53821 76.66138
Peak Runoff Rate (cms). 0.20811 0.19599 0.33297 0.30794 0.84448 0.83151
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.51714 76.81837 76.51714 76.57477 76.53821 76.66138
Peak Runoff Rate (cms). 0.20811 0.19599 0.33297 0.30794 0.84448 0.83151
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 76.51714 75.64050 76.51714 72.07466 76.53821 75.93972
Peak Runoff Rate (cms). 0.20811 1.68477 0.33297 0.98737 0.84448 2.18979
Unit Runoff (mm/hr).... 302.17588 273.02600 302.17588 100.11668 306.55076 292.24262
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).... 76.50000 76.50000 76.50000 76.50000 76.50000 76.50000
Max Intensity (mm/hr).. 315.00000 315.00000 315.00000 315.00000 315.00000 315.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.68228 0.00000 75.63201 0.00000 75.66716
Total Losses (mm)...... 0.00000 0.79021 0.00000 0.81250 0.00000 0.79813
Remaining Depth (mm)... 0.00000 0.02751 0.00000 0.05549 0.00000 0.03471
Peak Runoff Rate (cms). 0.00000 0.42568 0.00000 0.33802 0.00000 0.31229
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.61783 0.00000 76.61798 76.97145 76.60760 77.04478
Peak Runoff Rate (cms). 0.43490 0.00000 0.35663 0.00037 0.31256 0.00033
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.61783 0.00000 76.61798 76.97145 76.60760 77.04478
Peak Runoff Rate (cms). 0.43490 0.01231 0.35663 0.00037 0.31256 0.00033
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 76.61783 75.68228 76.61798 75.63335 76.60760 75.66854
Peak Runoff Rate (cms). 0.43490 0.42568 0.35663 0.33839 0.31256 0.31262
Unit Runoff (mm/hr).... 315.74232 309.04925 315.75014 299.60063 315.17121 306.71000
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).... 76.50000 76.50000 76.50000 76.50000 76.50000 76.50000
Max Intensity (mm/hr).. 315.00000 315.00000 315.00000 315.00000 315.00000 315.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.57345 0.00000 75.59116 0.00000 75.51000
Total Losses (mm)...... 0.00000 0.82782 0.00000 0.82399 0.00000 0.83800
Remaining Depth (mm)... 0.00000 0.09874 0.00000 0.08484 0.00000 0.15200
Peak Runoff Rate (cms). 0.00000 0.52512 0.00000 0.25491 0.00000 0.27306
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.54715 76.84606 76.55210 76.88092 76.56340 76.74714
Peak Runoff Rate (cms). 0.56882 0.00060 0.26390 0.00029 0.11129 0.00033
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.54715 76.84606 76.55210 76.88092 76.56340 76.74714
Peak Runoff Rate (cms). 0.56882 0.00060 0.26390 0.00029 0.11129 0.00033
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 76.54715 75.57472 76.55210 75.59245 76.56340 75.51123
Peak Runoff Rate (cms). 0.56882 0.52572 0.26390 0.25519 0.11129 0.27339
Unit Runoff (mm/hr).... 308.18470 284.83339 309.02369 289.48894 310.75811 268.22025
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).... 76.50000 76.50000 76.50000 76.50000 76.50000 76.50000
Max Intensity (mm/hr).. 315.00000 315.00000 315.00000 315.00000 315.00000 315.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.47811 75.41717 75.60115 0.00000 75.52657
Total Losses (mm)...... 0.00000 0.84175 0.84738 0.82157 0.00000 0.83575
Remaining Depth (mm)... 0.00000 0.18013 0.23544 0.07728 0.00000 0.13768
Peak Runoff Rate (cms). 0.00000 0.29379 0.40279 0.49025 0.00000 0.15745
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.66058 77.00276 76.65303 76.90196 76.52544 76.76937
Peak Runoff Rate (cms). 0.03494 0.00015 0.00525 0.00055 0.17585 0.00019
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.66058 77.00276 76.65303 76.90196 76.52544 76.76937
Peak Runoff Rate (cms). 0.03494 0.00015 0.00525 0.00055 0.17585 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) 76.66058 75.47872 75.42953 75.60245 76.52544 75.52781
Peak Runoff Rate (cms). 0.03494 0.29394 0.40804 0.49080 0.17585 0.15763
Unit Runoff (mm/hr).... 317.04670 260.24705 246.86439 292.06743 303.98015 272.48192
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).... 76.50000 76.50000 76.50000 76.50000 76.50000 76.50000
Max Intensity (mm/hr).. 315.00000 315.00000 315.00000 315.00000 315.00000 315.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.62695 0.00000 75.55458 0.00000 75.53106
Total Losses (mm)...... 0.00000 0.81418 0.00000 0.83134 0.00000 0.83510
Remaining Depth (mm)... 0.00000 0.05887 0.00000 0.11409 0.00000 0.13384
Peak Runoff Rate (cms). 0.00000 0.35312 0.00000 0.57750 0.00000 0.89603
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.58322 76.95982 76.53003 76.81256 76.52211 76.77580
Peak Runoff Rate (cms). 0.36235 0.00039 0.62162 0.00067 1.00252 0.00106
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.58322 76.95982 76.53003 76.81256 76.52211 76.77580
Peak Runoff Rate (cms). 0.36235 0.00039 0.62162 0.00067 1.00252 0.00106
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 76.58322 75.62828 76.53003 75.55584 76.52211 75.53230
Peak Runoff Rate (cms). 0.36235 0.35351 0.62162 0.57817 1.00252 0.89708
Unit Runoff (mm/hr).... 313.17926 298.42733 304.93483 279.83567 303.26653 273.65058
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).... 76.50000 76.50000 76.50000 76.50000 76.50000 76.50000
Max Intensity (mm/hr).. 315.00000 315.00000 315.00000 315.00000 315.00000 315.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.55704 0.00000 75.68704 0.00000 75.65886
Total Losses (mm)...... 0.00000 0.83091 0.00000 0.78748 0.00000 0.80201
Remaining Depth (mm)... 0.00000 0.11206 0.00000 0.02549 0.00000 0.03914
Peak Runoff Rate (cms). 0.00000 0.33187 0.00000 0.11080 0.00000 0.16799
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.54258 76.81671 76.63393 77.06991 76.60760 77.02989
Peak Runoff Rate (cms). 0.35563 0.00038 0.10460 0.00012 0.17365 0.00018
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.54258 76.81671 76.63393 77.06991 76.60760 77.02989
Peak Runoff Rate (cms). 0.35563 0.00038 0.10460 0.00012 0.17365 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) 76.54258 75.55830 76.63393 75.68842 76.60760 75.66023
Peak Runoff Rate (cms). 0.35563 0.33225 0.10460 0.11091 0.17365 0.16816
Unit Runoff (mm/hr).... 307.36744 280.48667 316.40330 309.71050 315.17121 305.22218
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
400.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| |
| |
| |
| |
| |
| |
| |
320.000 = =
| ################## |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| ################# # |
| # # |
240.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
| # # |
160.000 ################## # =
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# ################## |
# ################# |
80.000 # # =
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
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 5.3299 13.3246 80.0000
N2 3.7063 9.2659 225.0000
N3 14.6154 36.5385 0.0000
N4 9.3893 23.4733 0.0000
N5 31.3498 50.0000 0.0000
N6 24.3851 50.0000 0.0000
N7 33.6939 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 18.3707 45.9266 0.0000
N12 14.8735 37.1838 0.0000
N13 42.3160 50.0000 0.0000
N14 23.5978 50.0000 0.0000
N15 4.9594 12.3986 1150.0000
N24 8.3862 20.9655 0.0000
N25 18.7055 46.7639 0.0000
N26 12.3589 30.8972 0.0000
N27 33.0902 50.0000 0.0000
N28 40.9749 50.0000 0.0000
N29 48.7988 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 37.7469 50.0000 0.0000
N32 19.1012 47.7530 0.0000
N33 22.6783 50.0000 0.0000
N34 19.8023 49.5057 0.0000
N35 24.4520 50.0000 0.0000
N36 15.2343 38.0856 0.0000
N37 22.9364 50.0000 0.0000
N38 20.1593 50.0000 0.0000
N39 27.1305 50.0000 0.0000
N41 14.5622 36.4055 0.0000
N42 18.6726 46.6814 0.0000
N43 35.3483 50.0000 0.0000
N44 29.6675 50.0000 0.0000
N45 23.5034 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 13.9686 34.9215 0.0000
N47 11.4568 28.6419 0.0000
N48 20.0781 50.0000 0.0000
N49 11.9028 29.7570 0.0000
N50 12.2080 30.5201 0.0000
N51 15.1108 37.7770 0.0000
N52 11.3695 28.4237 0.0000
N53 15.0967 37.7418 0.0000
N54 14.4828 36.2069 0.0000
N55 0.5461 1.3652 19880.0000
N56 0.9159 2.2898 20.0000
N57 50.0000 50.0000 0.0000
N58 50.0000 50.0000 0.0000
N59 47.9436 50.0000 0.0000
N60 29.5400 50.0000 0.0000
N61 21.1846 50.0000 0.0000
N62 19.8546 49.6365 0.0000
N63 0.3771 0.9428 245.0000
N64 17.2317 43.0793 0.0000
N65 22.1988 50.0000 0.0000
N66 19.4665 48.6663 0.0000
N67 8.8576 22.1439 0.0000
N68 6.7816 16.9539 0.0000
D1 6.6137 16.5343 0.0000
N60.7 8.4130 21.0325 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 3.4857 3.4857 9.4611 0.0833 -0.0118 0.1653 Normal Soln
L2 3.7818 3.7818 11.0712 0.0000 0.0156 0.1204 Normal Soln
L3 5.7480 5.7480 24.9058 0.0000 0.0146 0.1756 Normal Soln
L4 5.0388 5.0388 20.7669 0.0000 0.0162 0.4795 Normal Soln
L5 3.1391 3.1391 11.1252 0.0000 0.0125 0.5462 Normal Soln
L6 3.3331 3.3331 12.8239 0.0000 -0.0306 0.1342 Normal Soln
L7 3.3504 3.3504 34.0606 5.2500 -0.0354 0.0829 Normal Soln
L8 2.9022 2.9022 50.0000 225.0000 -0.0505 0.1137 Normal Soln
L9 4.6831 4.6831 16.4084 0.0000 -0.0194 1.5368 Normal Soln
L10 3.5301 3.5301 16.0273 4.8333 -0.0248 0.0360 Normal Soln
L11 5.5881 5.5881 41.6092 0.0000 0.1245 0.0836 Normal Soln
L12 4.9403 4.9403 50.0000 0.0000 0.1910 0.0936 Normal Soln
L13 5.6154 5.6154 50.0000 0.0000 0.1800 0.1731 Normal Soln
L14 3.7591 3.7591 10.4419 0.0000 0.1306 2.9936 Normal Soln
L15 4.4258 4.4258 17.7275 0.0000 0.1388 0.2659 Normal Soln
L24 6.5343 6.5343 22.1676 0.0000 0.0718 0.2335 Normal Soln
L25 4.7040 4.7040 18.2379 0.0000 0.0898 0.1460 Normal Soln
L26 4.0341 4.0341 12.0167 0.0000 0.0658 0.3311 Normal Soln
L27 4.2321 4.2321 13.4669 0.0000 0.0904 0.0316 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0102 0.0226 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0115 0.0541 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0176 0.0641 Normal Soln
L31 35.2021 35.2021 50.0000 0.0000 0.0303 0.1324 Normal Soln
L32 6.4645 6.4645 20.4476 0.0000 0.0181 1.0406 Normal Soln
L33 6.1526 6.1526 23.9826 0.0000 -0.0054 0.1080 Normal Soln
L34 6.0711 6.0711 39.7141 0.0000 0.0277 0.4302 Normal Soln
L35 8.1640 8.1640 25.0226 0.0000 0.0309 0.0772 Normal Soln
L36 6.2274 6.2274 12.3059 0.0000 0.0462 0.0198 Normal Soln
W2637 5.9866 5.9866 23.2621 0.0000 -0.0046 0.0254 Normal Soln
L37 7.2998 7.2998 34.6442 0.0000 0.0344 0.0460 Normal Soln
L38 3.8356 3.8356 14.5523 0.0000 0.0770 1.1978 Normal Soln
L39 2.7182 2.7182 10.9967 0.0000 -0.0790 0.1104 Normal Soln
L41 14.2103 14.2103 50.0000 0.0000 0.0719 0.9940 Normal Soln
4243 19.0182 19.0182 50.0000 0.0000 0.0598 0.4405 Normal Soln
4344 15.2035 15.2035 50.0000 0.0000 0.0518 0.4138 Normal Soln
6869 5.8068 5.8068 33.8689 0.0000 0.0784 0.7102 Normal Soln
4445 8.8939 8.8939 44.7958 0.0000 0.0532 0.2824 Normal Soln
4546 6.6236 6.6236 22.7894 0.0000 0.0534 0.2505 Normal Soln
4647 4.9633 4.9633 17.6754 0.0000 0.0549 1.2403 Normal Soln
4754 8.3852 8.3852 42.3920 0.0000 0.0576 0.3587 Normal Soln
4849 4.5623 4.5623 11.3954 0.0000 -0.0167 0.0783 Normal Soln
5051 6.2519 6.2519 16.2242 0.0000 -0.0174 0.1521 Normal Soln
5253 5.8666 5.8666 10.6078 0.0000 -0.0275 0.0984 Normal Soln
5354 7.7514 7.7514 50.0000 0.0000 -0.0320 0.0805 Normal Soln
5462 3.1270 3.1270 43.7650 0.0000 0.0789 0.2267 Normal Soln
5657 4.9848 4.9848 8.6510 0.0000 -0.0054 0.0157 Normal Soln
5758 36.2766 36.2766 50.0000 0.0000 0.0062 0.0210 Normal Soln
5859 7.3278 7.3278 15.8373 0.0000 0.0084 0.1198 Normal Soln
5960 7.7815 7.7815 18.1791 0.0000 -0.0169 0.1025 Normal Soln
6061 4.9191 4.9191 30.0405 0.0000 0.0323 0.1220 Normal Soln
6162 9.2613 9.2613 20.2352 0.0000 -0.0171 0.0466 Normal Soln
6465 8.2212 8.2212 30.4772 0.0000 0.0431 0.3351 Normal Soln
6566 8.8599 8.8599 43.6679 0.0000 0.0545 0.5229 Normal Soln
6667 13.7754 13.7754 50.0000 0.0000 0.0422 0.6082 Normal Soln
L595 1.5456 1.5456 31.0859 0.0000 0.1141 0.4743 Normal Soln
L598 1.1980 1.1980 3.0351 13.5000 0.0042 1.7213 Normal Soln
5556ova 6.1580 6.1580 9.7272 0.0000 -0.0060 0.1657 Normal Soln
5556unda 2.9439 2.9439 7.6666 0.0000 -0.0092 2.3309 Normal Soln
5663ova 37.7755 37.7755 50.0000 0.0000 0.0042 0.1239 Normal Soln
5663und 14.9988 14.9988 38.3132 0.0000 0.0049 2.2665 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0050 0.0139 Normal Soln
6364und 14.6843 14.6843 28.0286 0.0000 -0.0686 2.8142 Normal Soln
6264ova 4.0880 4.0880 9.0364 0.0000 0.0429 0.3013 Normal Soln
6264und 1.0753 1.0753 2.5394 43.3333 0.0089 2.1933 Normal Soln
6768ova 3.3958 3.3958 7.6271 0.0000 0.0626 1.2432 Normal Soln
6768und 1.4875 1.4875 4.1671 68.0000 -0.0103 2.1562 Normal Soln
4950ova 4.1844 4.1844 16.0982 0.0000 0.0025 0.1120 Normal Soln
4950und 1.8637 1.8637 6.6745 0.0000 0.0121 1.4171 Normal Soln
5152ova 4.8834 4.8834 24.3738 0.0000 -0.0067 0.1326 Normal Soln
5152und 1.5944 1.5944 5.1048 0.0000 -0.0104 0.7344 Normal Soln
The conduit with the smallest time step limitation was..L8
The conduit with the largest wobble was.................L14
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/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.07 / 97.57/ N32/ 0.14 / 94.94/
N33/ 0.01 / 97.52/ N34/ 0.07 / 94.14/ N35/ 0.14 / 94.11/
N36/ 0.06 / 93.04/ N37/ 0.05 / 92.36/ N38/ 0.20 / 92.20/
N39/ 0.21 / 92.19/ N41/ 0.11 / 91.99/ N42/ 0.10 / 91.58/
N43/ 0.12 / 90.77/ N44/ 0.08 / 90.08/ N45/ 0.13 / 89.83/
N69/ 0.08 / 87.76/ N46/ 0.13 / 89.47/ N47/ 0.13 / 89.45/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.35/ N50/ 0.00 / 90.33/
N51/ 0.00 / 89.96/ N52/ 0.01 / 89.94/ N53/ 0.00 / 89.53/
N54/ 0.10 / 89.28/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.00 / 90.50/ N62/ 0.02 / 88.94/
N63/ 0.00 / 95.75/ N64/ 0.14 / 88.77/ N65/ 0.10 / 88.18/
N66/ 0.22 / 88.00/ N67/ 0.38 / 87.99/ N68/ 0.09 / 87.93/
D1/ 0.03 / 88.78/ N60.7/ 0.00 / 90.60/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.00*/ L26/ 0.00 /
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/ 0.09 / L32/ 0.22 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.24 /
L36/ 0.38 / W2637/ 0.00 / L37/ 0.07 /
L38/ 0.07 / L39/ -0.05 / L41/ 0.13 /
4243/ 0.21 / 4344/ 0.23 / 6869/ 0.11 /
4445/ 0.12 / 4546/ 0.37 / 4647/ 0.11 /
4754/ 0.22 / 4849/ 0.06 / 5051/ 0.04 /
5253/ 0.08 / 5354/ 0.01 / 5462/ 0.11 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.02 /
5960/ 0.02 / 6061/ 0.02 / 6162/ 0.04 /
6465/ 0.40 / 6566/ 0.21 / 6667/ 0.03 /
L595/ 0.07 / 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/ 0.30 / 6768ova/ 0.00 / 6768und/ 0.51 /
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/ 5.13 /
L7/ 10.76 / L8/ 16.93 / L9/ 1.93 /
L10/ 5.85 / L11/ 10.41 / L12/ 12.60 /
L13/ 13.20 / L14/ 0.46 / L15/ 4.19 /
L24/ 0.90 / L25/ 1.18 / L26/ 0.89 /
L27/ 1.40 / L28/ 0.19 / L29/ 0.45 /
L30/ 2.37 / L31/ 2.10 / L32/ 0.84 /
L33/ 0.06 / L34/ 4.23 / L35/ 0.72 /
L36/ 0.48 / W2637/ 0.00 / L37/ 1.68 /
L38/ 2.23 / L39/ 2.35 / L41/ 1.97 /
4243/ 1.43 / 4344/ 1.39 / 6869/ 2.37 /
4445/ 2.43 / 4546/ 0.72 / 4647/ 2.29 /
4754/ 1.42 / 4849/ 0.22 / 5051/ 0.19 /
5253/ 0.17 / 5354/ 1.30 / 5462/ 2.66 /
5657/ 0.56 / 5758/ 0.23 / 5859/ 0.06 /
5960/ 0.10 / 6061/ 0.11 / 6162/ 0.04 /
6465/ 0.80 / 6566/ 1.14 / 6667/ 4.15 /
L595/ 3.85 / L598/ 1.20 / 5556ova/ 0.00 /
5556unda/ 0.15 / 5663ova/ 0.02 / 5663und/ 0.15 /
6364ova/ 0.01 / 6364und/ 0.28 / 6264ova/ 0.03 /
6264und/ 0.56 / 6768ova/ 0.09 / 6768und/ 0.51 /
4950ova/ 0.00 / 4950und/ 3.00 / 5152ova/ 0.00 /
5152und/ 3.00 /
Junction/ EGL
N1/ 0.02 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.57 / N12/ 1.17 /
N13/ 1.77 / N14/ 2.32 / N15/ 2.73 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.07 / N32/ 0.14 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.14 /
N36/ 0.06 / N37/ 0.06 / N38/ 0.20 /
N39/ 0.21 / N41/ 0.11 / N42/ 0.10 /
N43/ 0.12 / N44/ 0.08 / N45/ 0.13 /
N69/ 0.08 / N46/ 0.14 / N47/ 0.13 /
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/ 0.02 /
N63/ 1.26 / N64/ 0.14 / N65/ 0.11 /
N66/ 0.22 / N67/ 0.38 / N68/ 0.11 /
D1/ 0.03 / 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/ 6.49 /
N30/ 4.48 / N31/ 12.43 / N32/ 15.06 /
N33/ 12.48 / N34/ 15.86 / N35/ 15.89 /
N36/ 16.96 / N37/ 17.64 / N38/ 17.80 /
N39/ 17.81 / N41/ 18.01 / N42/ 18.42 /
N43/ 19.23 / N44/ 19.92 / N45/ 20.17 /
N69/ 22.24 / N46/ 20.53 / N47/ 10.55 /
N48/ 8.41 / N49/ 8.65 / N50/ 8.67 /
N51/ 9.04 / N52/ 9.06 / N53/ 9.47 /
N54/ 9.72 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.50 / N62/ 10.06 /
N63/ 3.25 / N64/ 10.23 / N65/ 10.82 /
N66/ 11.00 / N67/ 11.01 / N68/ 11.07 /
D1/ 21.22 / N60.7/ 9.40 /
Junction/ Max Volume
N1/ 0.92 / N2/ 0.75 / N3/ 0.85 /
N4/ 1.13 / N5/ 1.08 / N6/ 0.77 /
N7/ 1.32 / N8/ 1.85 / N9/ 2.28 /
N10/ 1.94 / N11/ 0.97 / N12/ 1.58 /
N13/ 2.18 / N14/ 2.73 / N15/ 0.60 /
N24/ 0.79 / N25/ 0.76 / N26/ 1.18 /
N27/ 0.74 / N28/ 0.42 / N29/ 0.55 /
N30/ 0.54 / N31/ 0.89 / N32/ 1.26 /
N33/ 0.42 / N34/ 1.02 / N35/ 1.02 /
N36/ 0.75 / N37/ 1.18 / N38/ 1.47 /
N39/ 1.43 / N41/ 1.41 / N42/ 1.38 /
N43/ 1.24 / N44/ 1.32 / N45/ 1.57 /
N69/ 1.96 / N46/ 1.88 / N47/ 1.87 /
N48/ 0.62 / N49/ 0.85 / N50/ 0.86 /
N51/ 1.23 / N52/ 1.25 / N53/ 1.65 /
N54/ 2.00 / N55/ 1.14 / N56/ 1.16 /
N57/ 0.04 / N58/ 0.25 / N59/ 0.24 /
N60/ 0.38 / N61/ 0.68 / N62/ 2.26 /
N63/ 1.33 / N64/ 1.34 / N65/ 1.83 /
N66/ 2.09 / N67/ 2.23 / N68/ 1.96 /
D1/ 2.43 / N60.7/ 0.94 /
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/ 2.59 / L11/ 4.98 / L12/ 9.57 /
L13/ 11.75 / L14/ 0.03 / L15/ 0.30 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.05 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.18 / L31/ 0.13 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.27 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.24 / L39/ 0.36 / L41/ 0.13 /
4243/ 0.09 / 4344/ 0.08 / 6869/ 0.22 /
4445/ 0.16 / 4546/ 0.05 / 4647/ 0.18 /
4754/ 0.09 / 4849/ 0.01 / 5051/ 0.01 /
5253/ 0.01 / 5354/ 0.11 / 5462/ 0.20 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.05 / 6566/ 0.10 / 6667/ 0.66 /
L595/ 0.29 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.02 / 6264ova/ 0.00 /
6264und/ 0.04 / 6768ova/ 0.00 / 6768und/ 0.02 /
4950ova/ 0.00 / 4950und/ 0.01 / 5152ova/ 0.00 /
5152und/ 0.01 /
Conduit/ Final Volume
L1/ 0.03 / L2/ 0.04 / L3/ 0.08 /
L4/ 1.33 / L5/ 5.62 / L6/ 18.81 /
L7/ 69.48 / L8/ 143.30 / L9/ 0.29 /
L10/ 25.85 / L11/ 82.20 / L12/ 157.90 /
L13/ 205.64 / L14/ 0.26 / L15/ 3.93 /
L24/ 0.71 / L25/ 0.95 / L26/ 0.80 /
L27/ 2.14 / L28/ 1.74 / L29/ 5.21 /
L30/ 26.80 / L31/ 11.57 / L32/ 1.14 /
L33/ 0.01 / L34/ 4.75 / L35/ 1.12 /
L36/ 0.58 / W2637/ 0.00 / L37/ 4.00 /
L38/ 3.30 / L39/ 3.62 / L41/ 7.09 /
4243/ 5.27 / 4344/ 4.03 / 6869/ 4.39 /
4445/ 5.43 / 4546/ 1.31 / 4647/ 3.53 /
4754/ 2.86 / 4849/ 0.12 / 5051/ 0.28 /
5253/ 0.16 / 5354/ 3.15 / 5462/ 2.39 /
5657/ 0.00 / 5758/ 0.17 / 5859/ 0.04 /
5960/ 0.04 / 6061/ 0.02 / 6162/ 0.05 /
6465/ 1.73 / 6566/ 3.58 / 6667/ 32.94 /
L595/ 1.72 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.01 / 5663ova/ 0.00 / 5663und/ 0.05 /
6364ova/ 0.00 / 6364und/ 2.05 / 6264ova/ 0.00 /
6264und/ 0.63 / 6768ova/ 0.00 / 6768und/ 0.41 /
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/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.05 / 4344/ 0.05 / 6869/ 0.07 /
4445/ 0.06 / 4546/ 0.06 / 4647/ 0.07 /
4754/ 0.06 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.01 / 5462/ 0.01 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.06 / 6566/ 0.07 / 6667/ 0.14 /
L595/ 0.02 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.04 / 6264ova/ 0.00 /
6264und/ 0.05 / 6768ova/ 0.00 / 6768und/ 0.04 /
4950ova/ 0.00 / 4950und/ 0.00 / 5152ova/ 0.00 /
5152und/ 0.00 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.72 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/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.57 L31/ 97.57/ 94.94 L32/ 94.94/ 94.14/
L33/ 97.52/ 97.12 L34/ 94.14/ 94.11 L35/ 94.11/ 93.04/
L36/ 93.04/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.20/
L38/ 92.20/ 92.19 L39/ 92.19/ 92.19 L41/ 91.99/ 91.58/
4243/ 91.58/ 90.77 4344/ 90.77/ 90.08 6869/ 87.93/ 87.76/
4445/ 90.08/ 89.83 4546/ 89.83/ 89.47 4647/ 89.47/ 89.45/
4754/ 89.45/ 89.28 4849/ 90.59/ 90.41 5051/ 90.33/ 90.07/
5253/ 89.94/ 89.53 5354/ 89.53/ 89.28 5462/ 89.28/ 88.94/
5657/ 99.23/ 99.23 5758/ 99.23/ 92.44 5859/ 92.44/ 91.60/
5960/ 91.60/ 91.16 6061/ 91.16/ 90.70 6162/ 90.50/ 88.94/
6465/ 88.77/ 88.18 6566/ 88.18/ 88.00 6667/ 88.00/ 87.99/
L595/ 88.94/ 88.78 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/ 88.77/ 88.77 6364und/ 95.75/ 88.77 6264ova/ 88.77/ 88.77/
6264und/ 88.78/ 88.77 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........ 12251
Total number of time steps during simulation.... 10905
Ratio of actual # of time steps / NTCYC......... 2.524
Average number of iterations per time step...... 1.123
Average time step size(seconds)................ 1.981
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 2.965
Average minimum implicit time step (sec)........ 2.624
Average minimum junction time step (sec)........ 2.624
Average Courant Factor Tf....................... 2.624
Number of times omega reduced................... 201
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N1 0 1.15 12519 1 8 0 0 0
N2 0 1.15 12545 8 16 4 0 0
N3 0 1.15 12580 2 8 0 0 0
N4 0 1.15 12513 0 7 0 0 0
N5 0 1.27 13879 2 12 1 0 0
N6 0 1.49 16248 0 10 1 0 0
N7 0 2.13 23218 1 11 4 0 0
N8 0 2.91 31742 71 17 78 0 0
N9 0 2.38 25936 35 14 42 0 0
N10 0 1.16 12635 0 7 0 0 0
N11 0 1.64 17882 0 31 1 1 0
N12 0 2.37 25824 0 13 2 0 0
N13 0 2.71 29503 2 8 0 0 0
N14 0 2.19 23854 5 23 4 0 0
N15 0 1.14 12447 0 7 0 0 0
N24 0 1.16 12633 0 14 1 0 0
N25 0 1.14 12424 0 13 1 0 0
N26 0 1.32 14403 3 10 1 0 0
N27 0 1.15 12556 0 7 0 0 0
N28 0 1.07 11680 0 6 0 0 0
N29 0 1.14 12467 1 13 2 0 0
N30 0 1.16 12630 1 14 2 0 0
N31 0 1.10 11996 0 15 2 0 0
N32 0 1.15 12489 0 7 0 0 0
N33 0 1.14 12474 0 7 0 0 0
N34 0 1.15 12570 1 13 1 0 0
N35 0 1.23 13465 0 7 0 0 0
N36 0 1.12 12261 0 11 1 0 0
N37 0 1.21 13241 2 9 0 0 0
N38 0 1.23 13383 0 19 1 0 0
N39 0 1.14 12392 0 6 0 0 0
N41 0 1.16 12671 0 9 0 0 0
N42 0 1.20 13100 2 18 1 0 0
N43 0 1.17 12714 0 7 0 0 0
N44 0 1.21 13176 0 8 0 0 0
N45 0 1.18 12822 0 7 0 0 0
N69 0 1.28 13971 3 8 0 0 0
N46 0 1.21 13201 0 7 0 0 0
N47 0 1.20 13079 0 6 0 0 0
N48 0 1.23 13441 2 13 1 0 0
N49 0 1.57 17142 2 12 2 0 0
N50 0 1.55 16940 0 15 1 0 0
N51 0 1.72 18779 1 9 0 0 0
N52 0 1.71 18610 0 10 1 0 0
N53 0 1.90 20710 0 8 0 0 0
N54 0 1.98 21583 1 8 0 0 0
N55 0 1.19 12941 20 7 0 0 0
N56 0 1.39 15197 9 25 2 1 0
N57 0 1.13 12307 0 6 0 0 0
N58 0 1.15 12585 0 30 1 1 0
N59 0 1.19 12979 4 13 1 0 0
N60 0 1.29 14076 0 10 1 0 0
N61 0 1.35 14679 0 15 4 0 0
N62 0 2.32 25261 0 30 5 1 0
N63 0 1.35 14691 6 25 31 1 0
N64 0 1.36 14850 2 25 27 3 0
N65 0 1.20 13065 0 7 0 0 0
N66 0 1.27 13874 0 6 0 0 0
N67 0 1.39 15180 2 9 0 0 0
N68 0 1.32 14341 0 6 0 0 0
D1 0 2.02 22048 10 14 12 0 0
N60.7 0 1.32 14434 2 17 5 0 0
Total number of iterations for all junctions.. 960836
Minimum number of possible iterations......... 676110
Efficiency of the simulation.................. 1.42
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 103.7528 0 15 0.0000 6.2472 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.4573 0 15 0.0000 7.5427 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.2297 0 15 0.0000 8.7703 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.5903 0 15 0.0000 9.4097 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 100.1229 0 15 0.0000 9.8771 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.6251 0 15 0.0000 10.3749 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.6461 0 15 0.0000 10.3539 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.6487 0 15 0.0000 10.3513 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.6500 0 15 0.0000 10.3500 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.9418 0 15 0.0000 11.0582 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6747 0 15 0.0000 12.3253 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6787 0 15 0.0000 12.3213 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6808 0 15 0.0000 12.3192 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6820 0 15 0.0000 12.3180 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 95.0573 0 15 0.0000 14.9427 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.8238 0 16 0.0000 15.1762 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.3539 0 15 0.0000 15.6461 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 94.0292 0 15 0.0000 15.9708 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.4807 0 17 0.0000 16.5193 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.9223 0 16 0.0000 9.0777 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 114.0453 0 16 0.0000 5.9547 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 106.0359 0 19 0.0000 3.9641 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.3933 0 19 0.0000 11.6067 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 96.0564 0 22 0.0000 13.9436 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.9334 0 15 0.0000 12.0666 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 95.0909 0 22 0.0000 14.9091 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.9864 0 22 0.0000 15.0136 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.7297 0 22 0.0000 16.2703 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.4877 0 17 0.0000 16.5123 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.4728 0 17 0.0000 16.5272 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.4114 0 17 0.0000 16.5886 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.2923 0 17 0.0000 16.7077 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.8607 0 18 0.0000 17.1393 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.8941 0 18 0.0000 18.1059 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.3179 0 23 0.0000 18.6821 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 91.2724 0 23 0.0000 18.7276 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.6399 0 26 0.0000 20.3601 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 91.2242 0 23 0.0000 18.7758 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 91.1947 0 24 0.0000 8.8053 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 91.2017 0 24 0.0000 7.7983 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.4100 91.1982 0 24 0.0000 7.8018 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.3300 91.1906 0 24 0.0000 7.8094 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 91.1895 0 24 0.0000 7.8105 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 91.1843 0 23 0.0000 7.8157 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 91.1842 0 24 0.0000 7.8158 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 91.1841 0 24 0.0000 7.8159 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0633 0 15 0.0000 9.9367 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5564 0 15 0.0000 10.4436 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2681 0 15 0.0000 10.7319 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.6898 0 15 0.0000 6.3102 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.8411 0 13 0.0000 7.1589 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.5370 0 17 0.0000 7.4630 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.1833 0 24 0.0000 7.8167 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 91.1826 0 24 0.0000 7.8174 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0803 0 15 0.0000 1.9197 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.9661 0 25 0.0000 9.0339 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.9075 0 25 0.0000 9.0925 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.8675 0 26 0.0000 9.1325 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.8371 0 26 0.0000 9.1629 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.8001 0 26 0.0000 9.1999 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 91.1820 0 24 0.0000 18.8180 1.0000 0.0000 0.0000 0.0000
N60.7 100.0000 91.7000 91.5377 0 17 0.0000 8.4623 1.0000 0.0000 0.0000 0.0000
*======================================================*
| Table E10 - CONDUIT SUMMARY STATISTICS |
| Note: The peak flow may be less than the design flow |
| and the conduit may still surcharge because of the |
| downstream boundary conditions. |
| |
| * denotes an open conduit that has been overtopped |
| this is a potential source of severe errors |
*======================================================*
Conduit Maximum Maximum Time Maximum Time Ratio of Maximum Depth Ratio
Design Design Vertical Computed of Computed of Max. to at Pipe Ends d/D
Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm US DS
Name (cms) (m/s) (mm) (cms) Hr. Min. (m/s) Hr. Min. Flow (m) (m)
--------------- ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- ----- -----
L1 23.7900 1.8594 2000.000 1.8820 0 15 1.1101 0 15 0.0791 103.7528 102.4573 .4614 .3736
L2 31.3792 2.1255 2000.000 1.8730 0 15 0.9936 0 15 0.0597 102.4573 101.2297 .3736 .4248
L3 21.1637 1.3610 2000.000 1.8586 0 15 0.6429 0 15 0.0878 101.2297 100.5903 .4248 .5652
L4 14.8201 1.0611 2000.000 3.5488 0 15 0.7705 0 15 0.2395 100.5903 100.1229 .5651 .5414
L5 14.1212 0.8828 2000.000 3.5312 0 15 0.8989 0 15 0.2501 100.1229 99.6251 .5414 .3826
L6 107.6004 6.2325 2000.000 3.5686 0 15 0.7957 0 15 0.0332 99.6251 99.6461 .3826 .6581
L7 212.9831 7.4760 2500.000 3.5781 0 15 0.3085 0 15 0.0168 99.6461 99.6487 .5264 .7395
L8 226.7844 7.2108 2500.000 4.0771 0 15 0.1874 0 15 0.0180 99.6487 99.6500 .7395 .9120
L9 5.4768 0.2939 750.0000 3.9687 0 15 0.6096 0 15 0.7246 99.6500 99.4377 .5733 .3036
L10 230.8083 6.4963 2000.000 3.9688 0 15 0.6245 0 16 0.0172 98.9418 97.6747 .1209 .4874
L11 134.5580 5.4494 2000.000 4.0111 0 16 0.3969 0 16 0.0298 97.6747 97.6787 .4874 .7894
L12 167.9513 6.1296 2500.000 4.0888 0 15 0.2662 0 15 0.0243 97.6787 97.6808 .6315 .8723
L13 106.1819 4.1057 2750.000 5.5416 0 15 0.2977 0 15 0.0522 97.6808 97.6820 .7930 .9935
L14 3.7006 0.2681 800.0000 5.5061 0 15 0.9578 0 15 1.4879 97.6820 97.5383 .6775 .5103
L15 41.4767 1.7795 1500.000 5.4957 0 15 0.7333 0 15 0.1325 95.0573 94.8238 .3982 .5292
L24 46.8109 1.7908 2000.000 5.4659 0 16 0.9022 0 16 0.1168 94.8237 94.3539 .3969 .3820
L25 97.5504 2.8653 2500.000 7.1224 0 15 0.8773 0 15 0.0730 94.3539 94.0292 .3056 .4717
L26 39.8090 1.2386 3000.000 6.5925 0 15 1.2483 0 15 0.1656 94.0292 93.4807 .3931 .2469
L27 416.5903 6.9969 3500.000 6.5297 0 15 1.0767 0 10 0.0157 93.4807 93.4728 .2116 .4208
Section 4
L28 142.9406 2.4129 2000.000 1.6124 0 16 0.7488 0 25 0.0113 120.9223 114.0453 .2111 .2726
L29 111.2914 2.2238 2000.000 3.0020 0 17 1.0849 0 14 0.0270 114.0453 106.0359 .2726 .2679
L30 121.4510 2.4983 2000.000 3.8994 0 19 0.7052 0 13 0.0321 106.0359 98.3933 .2679 .4466
L31 81.3908 1.8198 2000.000 5.3932 0 19 0.5754 0 10 0.0663 98.3933 96.0564 .4466 .6282
L32 10.6189 1.0497 1500.000 5.5185 0 22 1.0270 0 22 0.5197 96.0564 95.0909 .8376 .6806
L33 13.2107 0.8025 900.0000 0.6892 0 15 0.4170 0 15 0.0522 97.9334 97.3683 .4705 .2758
L34 27.1462 0.7567 2000.000 5.7699 0 22 0.4406 0 21 0.2126 95.0909 94.9864 .5104 .5082
L35 151.1332 2.3985 2800.000 5.7671 0 22 0.8592 0 22 0.0382 94.9864 93.7297 .3630 .2678
L36 604.2278 7.2058 3400.000 5.9752 0 22 1.4641 0 9 0.0099 93.7297 93.4877 .2205 .3464
W2637 41.0450 1.2356 2000.000 0.5212 0 15 0.4308 0 15 0.0127 94.0292 93.7686 .1546 .0743
L37 268.7941 4.1638 3600.000 6.1302 0 22 0.6784 0 33 0.0228 93.4877 93.4728 .3271 .4091
L38 20.3679 0.8611 2000.000 12.2024 0 16 0.9620 0 15 0.5991 93.4728 93.4114 .7364 .7157
L39 220.6626 2.1612 4000.000 -12.1623 0 17 -0.9094 0 16 -0.0551 93.4114 93.2923 .3078 .3281
L41 24.3580 0.8853 2000.000 12.0949 0 17 0.7916 0 17 0.4965 93.2923 92.8607 .7061 .6904
4243 57.3946 1.4914 2000.000 12.6473 0 18 0.7900 0 18 0.2204 92.8607 91.8941 .6904 .6221
4344 63.4676 1.7564 2000.000 12.8801 0 19 0.9288 0 17 0.2029 91.8941 91.3179 .6221 .6589
6869 43.1813 0.6276 2800.000 15.1611 0 26 0.5905 0 26 0.3511 89.8001 89.6399 .7000 .7000
4445 86.8567 1.9041 2500.000 12.0010 0 21 0.7367 0 16 0.1382 91.3179 91.2724 .5271 .6289
4546 96.3889 3.0307 2500.000 11.9233 0 22 1.0970 0 15 0.1237 91.2724 91.2242 .6289 .7537
4647 19.5453 0.7456 2500.000 11.7983 0 22 1.1315 0 15 0.6036 91.2242 91.1947 .7537 .7499
4754 69.8137 1.6227 2500.000 11.8494 0 22 0.7313 0 14 0.1697 91.1947 91.1841 .7499 .8016
4849 68.7768 2.2981 2000.000 2.3519 0 15 1.0531 0 15 0.0342 91.2017 91.1982 .3109 .3941
5051 53.2734 2.2916 2000.000 3.2776 0 15 1.1711 0 15 0.0615 91.1906 91.1895 .4303 .5597
5253 101.3181 4.3724 2000.000 3.4639 0 15 1.8889 0 11 0.0342 91.1843 91.1842 .6271 .8271
5354 215.9379 3.0206 2500.000 2.2407 0 11 0.4949 0 7 0.0104 91.1842 91.1841 .6617 .7696
5462 217.9611 2.6925 2500.000 13.3068 0 23 0.2742 2 15 0.0611 91.1841 91.1826 .7696 .9051
5657 69.9273 5.9238 400.0000 0.5490 0 15 0.6936 0 15 0.0079 99.5564 99.2681 .0660 .0951
5758 51.4571 6.0705 500.0000 0.5393 0 15 0.2654 0 15 0.0105 99.2680 92.6898 .0761 .4997
5859 18.9395 2.2745 1000.000 1.1153 0 15 1.1382 0 15 0.0589 92.6898 91.8411 .2498 .2411
5960 27.1929 2.5298 1000.000 1.3272 0 14 0.9351 0 14 0.0488 91.8411 91.5370 .2411 .3770
6061 54.8120 3.2856 1000.000 1.1701 0 16 0.3768 0 2 0.0213 91.5370 91.5377 .3770 .8377
6162 84.2671 4.7255 2000.000 1.2685 0 15 1.4870 0 6 0.0151 91.1833 91.1826 .3416 1.131 *
6465 90.4168 2.4565 2400.000 15.0071 0 24 1.0500 0 23 0.1660 89.9661 89.9075 .5567 .7615
6566 57.6108 1.7304 2400.000 14.8534 0 24 0.8021 0 9 0.2578 89.9075 89.8675 .7615 .8698
6667 54.3218 0.8545 2400.000 15.2968 0 25 0.3586 0 5 0.2816 89.8675 89.8371 .8698 .9279
L595 217.9611 2.6925 2500.000 13.9716 0 24 0.1931 0 24 0.0641 91.1826 91.1820 .9051 .9728
L598 1.4897 2.7588 450.0000 1.0719 0 17 1.9770 0 17 0.7195 91.5377 91.1833 2.083 1.518
5556ova 8.0165 3.7039 500.0000 0.6633 0 15 1.6449 0 15 0.0827 100.0633 99.6128 .4267 .4256
5556unda 0.2730 2.4721 375.0000 0.2334 0 15 2.0870 0 15 0.8548 100.0633 99.5564 3.048 2.897
5663ova 7.0634 3.0050 500.0000 0.4376 0 15 1.2658 0 15 0.0619 99.5564 98.1559 .3128 .3118
5663und 0.2114 1.9145 375.0000 0.2366 0 15 2.1664 0 15 1.1187 99.5564 97.3430 3.083 .9147
6364ova 109.2892 6.1392 1800.000 0.7163 0 15 0.9241 0 15 0.0066 97.0803 89.9775 .0446 .0431
6364und 0.6735 4.2350 450.0000 0.6292 0 7 3.9246 0 7 0.9341 97.0803 89.9661 2.956 2.969
6264ova 48.9163 1.4846 800.0000 7.3681 0 24 1.1068 0 24 0.1506 91.1820 91.1168 .3775 .3210
6264und 3.2349 3.4667 1090.000 3.3807 0 20 3.5441 0 20 1.0451 91.1820 89.9661 2.231 1.225
6768ova 22.4678 1.2234 600.0000 13.9640 0 26 1.3113 0 22 0.6215 89.8371 89.8001 .7284 .7002
6768und 3.2349 3.4667 1090.000 2.0540 0 16 2.1603 0 16 0.6350 89.8371 89.8001 1.722 1.798
4950ova 6.3533 1.3767 500.0000 0.3477 0 23 0.3727 0 22 0.0547 91.1982 91.1906 .3164 .3413
4950und 2.1890 1.6215 450.0000 1.1746 0 15 0.8993 0 15 0.5366 91.1982 91.1906 1.884 1.912
5152ova 3.7458 0.7004 500.0000 0.2376 0 24 0.2462 0 23 0.0634 91.1895 91.1843 .3189 .3186
5152und 6.8731 2.7770 825.0000 1.6016 0 15 1.1757 0 15 0.2330 91.1895 91.1843 1.490 1.520
FREE # 1 Undefnd Undefnd Undefn 15.1611 0 26
*==================================================*
| 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 0.3369 1.6957 0.9261
L2 0.0000 360.0000 0.0000 0.0000 0.3539 1.8869 0.7924
L3 0.0000 360.0000 0.0000 0.0000 0.4368 2.8986 0.6349
L4 0.0000 360.0000 0.0000 0.0000 0.5608 4.6087 0.8516
L5 0.0000 360.0000 0.0000 0.0000 0.4994 3.9346 0.8282
L6 0.0000 360.0000 0.0000 0.0000 0.4705 4.4981 0.8253
L7 0.0000 360.0000 0.0000 0.0000 0.7731 11.6127 0.4875
L8 0.0000 360.0000 0.0000 0.0000 1.0509 21.7746 0.3850
L9 0.0000 0.0000 0.0000 360.0000 0.2334 6.5122 0.2004
L10 0.0000 360.0000 0.0000 0.0000 0.4259 6.3623 0.3792
L11 0.0000 360.0000 0.0000 0.0000 0.6232 10.1714 0.5046
L12 0.0000 360.0000 0.0000 0.0000 0.9157 15.3855 0.4999
L13 0.0000 360.0000 0.0000 0.0000 0.8746 18.6239 0.7305
L14 0.0000 0.0000 0.0000 360.0000 0.2788 5.7518 0.4548
L15 0.0000 360.0000 0.0000 0.0000 0.4887 7.5216 0.5083
L24 0.0000 360.0000 0.0000 0.0000 0.4578 6.0737 0.6998
L25 0.0000 360.0000 0.0000 0.0000 0.6193 8.1263 0.8515
L26 0.0000 360.0000 0.0000 0.0000 0.5829 5.3113 1.1815
L27 0.0000 360.0000 0.0000 0.0000 0.5541 7.0660 1.0412
L28 0.0000 360.0000 0.0000 0.0000 0.2431 2.3900 0.3273
L29 0.0000 360.0000 0.0000 0.0000 0.3355 2.8172 0.5732
L30 0.0000 360.0000 0.0000 0.0000 0.3637 5.7442 0.4851
L31 0.0000 360.0000 0.0000 0.0000 0.4094 11.4595 0.5171
L32 0.0000 360.0000 0.0000 0.0000 0.4880 5.3733 1.1694
L33 0.0000 0.0000 0.0000 360.0000 0.1388 1.6531 0.1400
L34 0.0000 360.0000 0.0000 0.0000 0.6023 13.0971 0.4488
L35 0.0000 360.0000 0.0000 0.0000 0.3060 6.7120 0.7587
L36 0.0000 360.0000 0.0000 0.0000 0.3581 8.5315 0.7863
W2637 343.3389 0.0000 0.0000 16.6611 0.1445 1.2099 0.0984
L37 0.0000 360.0000 0.0000 0.0000 0.7185 11.3382 0.7623
L38 0.0000 360.0000 0.0000 0.0000 0.7310 12.8639 1.3805
L39 0.0000 115.8750 244.1250 0.0000 0.7646 13.4689 1.1491
L41 0.0000 360.0000 0.0000 0.0000 0.9034 15.2879 1.1042
4243 0.0000 360.0000 0.0000 0.0000 0.5637 16.0103 1.0366
4344 1.0417 358.9583 0.0000 0.0000 0.5885 14.6978 1.1091
6869 4.9167 355.0833 0.0000 0.0000 0.8485 25.6745 1.1574
4445 0.2083 359.7917 0.0000 0.0000 0.9759 20.4319 0.8799
4546 0.2083 359.7917 0.0000 0.0000 0.9148 16.5893 1.3746
4647 0.2083 359.7917 0.0000 0.0000 1.0361 15.8087 1.4110
4754 0.2083 359.7917 0.0000 0.0000 1.0691 27.1202 0.8492
4849 0.2083 43.3611 0.0000 316.4306 0.4147 4.9502 0.4548
5051 0.2083 55.4514 0.0000 304.3403 0.7341 8.0943 0.4696
5253 0.2083 359.7917 0.0000 0.0000 0.7971 12.2180 0.6670
5354 0.2083 357.6250 0.0000 2.1667 1.3638 46.6786 0.1224
5462 2.3750 357.6250 0.0000 0.0000 1.3492 60.1809 0.4628
5657 342.1833 17.8167 0.0000 0.0000 0.0266 0.7929 0.0223
5758 280.2500 79.7500 0.0000 0.0000 0.1208 2.0402 0.0380
5859 0.2083 359.7917 0.0000 0.0000 0.1757 0.9801 0.2680
5960 0.2083 359.7917 0.0000 0.0000 0.2062 1.9887 0.2092
6061 0.2083 47.5583 0.0000 312.2333 0.4206 8.2615 0.0914
6162 0.2083 359.7917 0.0000 0.0000 0.6096 8.6381 0.6322
6465 0.2083 359.7917 0.0000 0.0000 0.8004 14.6523 1.6319
6566 0.2083 359.7917 0.0000 0.0000 1.0340 22.8841 1.2741
6667 0.2083 359.7917 0.0000 0.0000 1.1215 51.5924 0.6404
L595 0.2083 359.7917 0.0000 0.0000 1.3822 72.3468 0.4530
L598 0.4583 359.5417 0.0000 0.0000 0.2261 0.5916 1.5840
5556ova 335.5981 7.4685 0.0000 16.9333 0.0913 0.4061 0.3484
5556unda 0.2083 37.0000 0.0000 322.7917 0.1118 0.1137 2.3264
5663ova 332.9250 0.0000 0.0000 27.0750 0.0861 0.3460 0.1975
5663und 0.2083 0.0000 0.0000 359.7917 0.1117 0.1092 1.6241
6364ova 339.3500 4.8667 0.0000 15.7833 0.0777 0.7751 0.0729
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1641 4.9235
6264ova 333.1667 0.0000 0.0000 26.8333 0.1823 6.6633 0.3089
6264und 0.3750 359.6250 0.0000 0.0000 0.3309 0.9573 6.5003
6768ova 308.4875 11.9333 0.0000 39.5792 0.2956 11.2558 0.5318
6768und 4.8750 355.1250 0.0000 0.0000 0.3315 0.9578 3.0225
4950ova 341.9500 18.0500 0.0000 0.0000 0.1163 0.9519 0.0601
4950und 0.8333 359.1667 0.0000 0.0000 0.3120 1.4801 0.3888
5152ova 341.4667 18.5167 0.0000 0.0167 0.0987 0.9714 0.0390
5152und 0.9583 359.0417 0.0000 0.0000 0.4929 2.7108 0.5279
*===========================================*
| 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 0.0899 1941.0938 0.0020 1.0000 0.3083 0.0778 0.1737 12.3067
L2 0.0900 1943.9142 0.0022 1.0000 0.2630 0.0781 0.2003 12.3067
L3 0.0900 1944.6268 0.0023 1.0000 0.1688 0.0970 0.3079 12.3067
L4 0.1695 3661.9814 0.0037 1.0000 0.0870 0.1374 0.5626 12.3067
L5 0.1698 3667.6159 0.0043 1.0000 0.0530 0.2331 0.9931 12.3067
L6 0.1699 3669.0491 0.0072 1.0000 0.0313 0.3318 2.3250 2.8851
L7 0.1699 3669.3035 0.0095 1.0000 0.0083 0.6112 7.5605 2.8718
L8 0.1909 4122.9527 0.0135 1.0000 0.0040 0.8624 15.7678 2.8716
L9 0.1909 4123.5056 0.0042 1.0000 0.2459 0.0461 0.8751 6.1534
L10 0.1910 4125.7985 0.0045 1.0000 0.0598 0.2558 3.6106 6.3654
L11 0.1906 4117.9065 0.0061 1.0000 0.0124 0.4904 6.6584 2.8764
L12 0.1896 4096.0244 0.0078 1.0000 0.0060 0.7812 11.5099 2.8742
L13 0.2606 5628.9668 0.0100 1.0000 0.0057 0.8532 13.9046 2.8769
L14 0.2601 5619.2245 0.0053 1.0000 0.2536 0.1098 0.7601 6.1533
L15 0.2606 5627.9745 0.0057 1.0000 0.1084 0.1184 1.2947 8.2293
L24 0.2606 5630.0329 0.0053 1.0000 0.2336 0.0869 0.7239 8.2045
L25 0.3415 7376.8986 0.0077 1.0000 0.1736 0.1217 1.0716 8.2383
L26 0.3343 7220.4673 0.0066 1.0000 0.2458 0.1287 0.7444 8.2045
L27 0.3349 7233.2330 0.0071 1.0000 0.1282 0.1619 1.2369 4.1022
L28 0.1053 2274.0865 0.0019 1.0000 0.3492 0.0622 0.3187 8.2045
L29 0.1971 4257.1642 0.0028 1.0000 0.2716 0.0869 0.4845 8.2045
L30 0.3354 7244.0377 0.0042 1.0000 0.2353 0.1416 1.1518 8.2045
L31 0.4734 10224.756 0.0062 1.0000 0.1494 0.1666 1.9950 8.2045
L32 0.5107 11030.467 0.0055 1.0000 0.2680 0.1905 1.0788 10.2556
L33 0.0290 627.2787 0.0008 1.0000 0.3615 0.0258 0.1382 12.3067
L34 0.5416 11699.453 0.0058 1.0000 0.0664 0.2331 3.5826 10.2556
L35 0.5429 11727.036 0.0057 1.0000 0.3194 0.1404 1.3204 10.2556
L36 0.5696 12303.566 0.0064 1.0000 0.5679 0.1179 1.1600 3.6920
W2637 0.0082 177.6689 0.0005 0.0818 0.0289 0.0059 0.0420 0.1000
L37 0.5805 12538.036 0.0063 1.0000 0.1763 0.2044 1.9526 3.6920
L38 0.9180 19828.319 0.0124 1.0000 0.1550 0.2400 2.2129 3.6920
L39 -0.9194 -19858.89 0.0124 1.0000 0.0000 0.2234 2.5666 8.2045
L41 0.9261 20003.944 0.0116 1.0000 0.1570 0.2463 2.9436 8.2045
4243 0.9860 21297.284 0.0121 0.9994 0.2310 0.1903 2.5915 5.3079
4344 0.9965 21523.448 0.0115 0.9973 0.2607 0.1888 2.6139 0.0744
6869 1.5438 33345.935 0.0130 0.9890 0.1244 0.3551 5.5754 0.1473
4445 1.0215 22064.585 0.0111 0.9994 0.1325 0.2721 4.4863 4.6443
4546 1.0440 22550.418 0.0113 0.9994 0.3164 0.2695 3.1370 3.3174
4647 1.0457 22586.743 0.0113 0.9993 0.1327 0.3345 3.5126 3.1895
4754 1.0645 22993.642 0.0117 0.9994 0.2561 0.3010 5.4354 3.3174
4849 0.1189 2567.5280 0.0027 0.9994 0.5379 0.0818 0.7272 3.3174
5051 0.1597 3449.0243 0.0040 0.9994 0.7929 0.1480 1.4288 3.3174
5253 0.1723 3722.4116 0.0050 0.9994 0.5519 0.1836 2.1987 1.9905
5354 0.1736 3749.2534 0.0075 0.9993 0.0576 0.3191 9.8655 3.1895
5462 1.2399 26782.361 0.0236 0.9945 0.2084 0.3781 13.6114 0.0808
5657 0.0108 234.0760 0.0006 0.0850 0.0950 0.0012 0.0356 0.0200
5758 0.0109 234.7139 0.0006 0.3717 0.0252 0.0124 0.1993 0.0350
5859 0.0435 939.2225 0.0013 0.9994 0.3769 0.0249 0.1085 3.9808
5960 0.0524 1132.4165 0.0014 0.9994 0.3307 0.0225 0.1610 3.3174
6061 0.0525 1134.6216 0.0031 0.9993 0.7326 0.0445 0.7246 3.1895
6162 0.0689 1487.6382 0.0019 0.9994 0.1546 0.1571 1.9158 3.3175
6465 1.4391 31085.235 0.0147 0.9994 0.3198 0.2746 3.5127 3.3174
6566 1.4415 31136.228 0.0144 0.9993 0.1722 0.3765 6.1217 3.8274
6667 1.5357 33170.662 0.0157 0.9994 0.0458 0.4755 15.0450 5.3079
L595 1.3074 28240.455 0.0480 0.9993 0.1082 0.4435 17.4119 5.1032
L598 0.0527 1138.7583 0.0011 0.9987 0.3057 0.0540 0.1357 0.8931
5556ova 0.0197 425.4172 0.0006 0.1179 0.1235 0.0080 0.0233 0.0201
5556unda 0.0226 489.0607 0.0004 0.9994 1.4473 0.0317 0.0222 0.9289
5663ova 0.0204 441.5876 0.0004 0.1330 0.1252 0.0085 0.0314 0.0201
5663und 0.0262 566.1189 0.0003 0.9994 1.2172 0.0370 0.0245 0.9289
6364ova 0.0218 470.9059 0.0007 0.0986 0.0966 0.0055 0.0544 0.0500
6364und 0.0548 1183.6163 0.0013 0.9994 1.1393 0.0621 0.0614 0.9289
6264ova 0.2531 5466.0601 0.0053 0.1489 0.0970 0.0171 0.5369 0.0200
6264und 1.0547 22780.724 0.0036 0.9989 0.6200 0.1723 0.3840 0.8931
6768ova 0.7840 16935.093 0.0107 0.2687 0.1825 0.0440 1.3842 0.0200
6768und 0.7577 16366.660 0.0034 0.9890 0.5615 0.1716 0.4216 0.0140
4950ova 0.0073 158.0106 0.0003 0.1006 0.0223 0.0072 0.0527 0.0215
4950und 0.1118 2414.5494 0.0016 0.9979 1.3023 0.0642 0.3465 0.2196
5152ova 0.0049 105.0659 0.0002 0.1033 0.0146 0.0065 0.0530 0.0212
5152und 0.1549 3346.7574 0.0024 0.9975 0.7392 0.1038 0.6236 0.2192
FREE # 1 1.5440 33349.445
*===============================================================*
| Table E13. Channel losses(H), headwater depth (HW), tailwater |
| depth (TW), critical and normal depth (Yc and Yn). |
| Use this section for culvert comparisons |
*===============================================================*
Conduit Maximum Head Friction Critical Normal HW TW
Name Flow Loss Loss Depth Depth Elevat Elevat
--------------- --------- --------- --------- --------- --------- --------- ---------
L1 1.8676 0.0000 1.2424 0.6934 0.8619 103.7510 102.4537 Max Flow
L2 1.8517 0.0000 0.9778 0.6027 0.7433 102.4540 101.2239 Max Flow
L3 1.8259 0.0000 0.4418 0.5986 0.8431 101.2242 100.5862 Max Flow
L4 3.5134 0.0000 0.4627 0.6981 1.1247 100.5866 100.1156 Max Flow
L5 3.4711 0.0000 0.4532 0.6179 1.1426 100.1160 99.6204 Max Flow
L6 3.4037 0.0000 0.0246 0.6912 0.5875 99.6213 99.6420 Max Flow
L7 3.4192 0.0000 0.0017 0.6377 0.5298 99.6419 99.6453 Max Flow
L8 3.9050 0.0000 0.0004 0.6446 0.5470 99.6453 99.6456 Max Flow
L9 3.8620 0.0000 0.1855 0.2252 0.6694 99.6457 99.4352 Max Flow
L10 3.8591 0.0000 0.0764 0.2861 0.2376 98.9379 97.6730 Max Flow
L11 3.8610 0.0000 0.0066 0.5974 0.5435 97.6729 97.6779 Max Flow
L12 3.8113 0.0000 0.0015 0.6842 0.6082 97.6779 97.6785 Max Flow
L13 5.4639 0.0000 0.0029 0.9626 0.8817 97.6786 97.6795 Max Flow
L14 5.3871 0.0000 0.1078 0.4077 0.7658 97.6796 97.5377 Max Flow
L15 5.3601 0.0000 0.2450 0.3720 0.5893 95.0498 94.8109 Max Flow
L24 5.2827 0.0000 0.4556 0.5394 0.7758 94.8112 94.3491 Max Flow
L25 7.0309 0.0000 0.2733 0.5786 0.7580 94.3495 94.0207 Max Flow
L26 6.4449 0.0000 0.4904 0.7052 1.3554 94.0207 93.4348 Max Flow
L27 6.3957 0.0000 0.0953 0.7296 0.6943 93.4352 93.4191 Max Flow
L28 1.5575 0.0000 4.4439 0.3038 0.4137 120.9111 114.0287 Max Flow
L29 2.9223 0.0000 7.9912 0.3828 0.5278 114.0203 106.0356 Max Flow
L30 3.8956 0.0000 2.6677 0.4068 0.5347 106.0356 98.3927 Max Flow
L31 5.3825 0.0000 0.6616 0.5934 0.8925 98.3927 96.0464 Max Flow
L32 5.4363 0.0000 0.8989 0.8332 1.2109 96.0487 95.0866 Max Flow
L33 0.6870 0.0000 0.5444 0.2479 0.3822 97.9330 97.3678 Max Flow
L34 5.6806 0.0000 0.1042 0.4641 1.0204 95.0852 94.9807 Max Flow
L35 5.6993 0.0000 1.2023 0.7722 0.9148 94.9837 93.7277 Max Flow
L36 5.9050 0.0000 0.1181 0.7485 0.7430 93.7277 93.3656 Max Flow
W2637 0.4824 0.0000 0.2412 0.1422 0.2821 94.0207 93.7622 Max Flow
L37 6.0883 0.0000 0.0302 0.6760 0.8081 93.4440 93.4250 Max Flow
L38 11.4160 0.0000 0.0613 0.9778 1.7185 93.4200 93.3512 Max Flow
L39 -0.0173 0.0000 -0.0083 0.0053 0.0168 92.1853 92.1936 Max Flow
L41 11.3052 0.0000 0.4098 0.7577 1.3771 93.2538 92.8454 Max Flow
4243 12.2208 0.0000 0.9476 0.8950 1.3299 92.8456 91.8785 Max Flow
4344 12.8506 0.0000 0.6388 0.8872 1.2312 91.8788 91.2436 Max Flow
6869 14.7475 0.0000 0.1601 0.9561 1.9482 89.7889 89.6282 Max Flow
4445 11.9045 0.0000 0.0729 0.6408 0.9742 91.2426 91.1803 Max Flow
4546 11.3028 0.0000 0.0604 1.0089 1.2517 91.2671 91.2215 Max Flow
4647 11.3372 0.0000 0.0285 0.9243 2.0295 91.2216 91.1933 Max Flow
4754 11.5209 0.0000 0.0128 0.8222 1.1960 91.1933 91.1831 Max Flow
4849 2.3275 0.0000 0.2111 0.3609 0.4509 91.0417 90.8080 Max Flow
5051 3.2176 0.0000 0.2686 0.2927 0.3993 90.7326 90.4570 Max Flow
5253 3.4583 0.0000 0.0857 0.4203 0.3946 90.3250 90.3050 Max Flow
5354 2.1010 0.0000 0.0731 0.1290 0.2099 89.7416 89.6536 Max Flow
5462 13.2136 0.0000 0.0028 0.3789 0.5287 91.1831 91.1812 Max Flow
5657 0.5392 0.0000 0.1467 0.0368 0.0251 99.5562 99.2674 Max Flow
5758 0.5228 0.0000 0.0737 0.0542 0.0369 99.2674 92.6826 Max Flow
5859 1.0636 0.0000 0.8451 0.2122 0.2322 92.6827 91.8192 Max Flow
5960 1.2602 0.0000 0.2604 0.1895 0.2186 91.8194 91.4413 Max Flow
6061 1.1060 0.0000 0.0031 0.1435 0.1513 91.4413 91.4377 Max Flow
6162 1.2242 0.0000 0.0373 0.5892 0.6423 91.1423 90.3045 Max Flow
6465 14.9766 0.0000 0.1133 1.0919 1.1974 89.9643 89.9034 Max Flow
6566 14.8529 0.0000 0.0514 1.1319 1.4286 89.9032 89.8612 Max Flow
6667 15.2371 0.0000 0.0326 0.9198 1.5429 89.8611 89.8294 Max Flow
L595 13.8637 0.0000 0.0011 0.3900 0.5471 91.1812 91.1807 Max Flow
L598 0.9813 0.2688 0.0431 0.4085 0.2687 91.4659 91.1551 Max Flow
5556ova 0.6543 0.0000 0.4472 0.2550 0.2117 100.0626 99.6117 Max Flow
5556unda 0.2332 0.1857 0.3201 0.3414 0.2667 100.0626 99.5562 Max Flow
5663ova 0.4350 0.0000 1.3955 0.1773 0.1555 99.5562 98.1555 Max Flow
5663und 0.2365 0.6012 1.6143 0.3430 0.3750 99.5562 97.3430 Max Flow
6364ova 0.7066 0.0000 7.0693 0.0795 0.0770 97.0796 89.9770 Max Flow
6364und 0.6260 1.5540 6.0393 1.3144 0.3432 97.0644 89.4706 Max Flow
6264ova 7.3172 0.0000 0.0475 0.2560 0.3421 91.1807 91.1160 Max Flow
6264und 3.3575 1.1618 0.1253 0.9922 0.9378 91.0682 89.7799 Max Flow
6768ova 13.6560 0.0000 0.0328 0.3607 0.4726 89.8292 89.7889 Max Flow
6768und 2.0111 0.3792 0.0446 0.8005 0.6223 89.4563 89.0389 Max Flow
4950ova 0.3327 0.0000 0.0084 0.0951 0.1331 91.1964 91.1894 Max Flow
4950und 1.1514 0.0636 0.0043 0.2467 0.2313 90.8083 90.7323 Max Flow
5152ova 0.2327 0.0000 0.0051 0.0795 0.1588 91.1881 91.1829 Max Flow
5152und 1.5895 0.1077 0.0049 0.3057 0.2484 90.4574 90.3248 Max Flow
*==========================================================*
| Table E13a. CULVERT ANALYSIS CLASSIFICATION, |
| and the time the culvert was in a particular |
| classification during the simulation. The time is |
| in minutes. The Dynamic Wave Equation is used for |
| all conduit analysis but the culvert flow classification |
| condition is based on the HW and TW depths. |
*==========================================================*
Mild Mild Steep Mild Mild
Slope Slope TW Slope TW Slug Flow Slope Slope
Critical D Control Insignf Outlet/ TW > D TW <= D
Conduit Outlet Outlet Entrance Entrance Outlet Outlet Outlet Inlet Inlet
Name Control Control Control Control Control Control Control Control Configuration
--------------- --------- --------- --------- --------- --------- --------- --------- --------- -------------
L1 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L2 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L3 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L4 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L5 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L6 0.0000 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 None
L7 0.0000 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 None
L8 0.0000 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 None
L9 125.0000 235.0000 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 270.0000 0.0000 90.0000 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 270.0000 0.0000 90.0000 0.0000 0.0000 0.0000 0.0000 None
L14 70.0000 290.0000 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 225.0000 135.0000 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 10.0000 350.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 315.0000 5.0000 20.0000 0.0000 0.0000 20.0000 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 10.0000 350.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 335.0000 25.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L34 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L35 180.0000 180.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 5.0000 295.0000 30.0000 0.0000 0.0000 0.0000 30.0000 0.0000 None
W2637 15.0000 5.0000 340.0000 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 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4445 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4546 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4647 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4754 150.0000 210.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 230.0000 130.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5051 255.0000 105.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5253 25.0000 320.0000 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 285.0000 75.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 0.0000 325.0000 10.0000 0.0000 25.0000 0.0000 0.0000 0.0000 None
6465 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L598 0.0000 0.0000 300.0000 30.0000 0.0000 25.0000 5.0000 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 330.0000 0.0000 0.0000 25.0000 5.0000 0.0000 None
5663ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5663und 0.0000 0.0000 335.0000 0.0000 0.0000 0.0000 25.0000 0.0000 None
6364ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6364und 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264ova 5.0000 25.0000 330.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 0.0000 120.0000 0.0000 10.0000 230.0000 0.0000 None
6768ova 10.0000 40.0000 310.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 70.0000 105.0000 0.0000 45.0000 140.0000 0.0000 None
4950ova 0.0000 20.0000 340.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950und 0.0000 320.0000 0.0000 10.0000 20.0000 10.0000 0.0000 0.0000 None
5152ova 0.0000 20.0000 340.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5152und 0.0000 0.0000 240.0000 80.0000 0.0000 30.0000 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 0.2500 1.3333 1.0417 0.0000
L2 357.6250 357.6250 0.0000 0.0000
L3 358.8750 358.8750 0.0000 0.0000
L4 321.9500 322.0167 0.0000 0.0000
L5 0.0500 332.1417 0.0000 0.0000
L6 0.0000 341.1042 0.0000 0.0000
L7 0.0000 332.4167 0.0000 0.0000
L8 0.0000 341.0833 0.0000 0.0000
L9 0.0000 0.0000 0.0000 0.0000
L10 360.0000 360.0000 0.0000 0.0000
L11 0.0000 359.2917 0.0000 0.0000
L12 0.0000 352.7361 0.0000 0.0000
L13 0.0000 360.0000 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.4583 358.6528 0.0000 0.0000
L24 7.1389 8.1111 0.0000 0.0000
L25 357.6667 357.6667 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 338.5542 359.9583 0.0000 0.0000
L28 130.4583 131.6250 0.0000 0.0000
L29 334.3000 334.3000 0.0000 0.0000
L30 358.9167 358.9167 0.0000 0.0000
L31 358.9167 358.9167 0.0000 0.0000
L32 23.5000 23.5000 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.0139 343.0986 0.0000 0.0000
L35 3.5833 3.5833 0.0000 0.0000
L36 56.4319 56.5708 0.1667 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 313.3889 359.0000 0.0000 0.0000
L38 0.0000 2.6667 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 20.3556 31.7143 0.0000 0.0000
4243 26.1417 26.1417 0.2083 0.0000
4344 30.5861 30.7500 0.0000 0.0000
6869 10.8704 19.1537 0.0000 0.0000
4445 296.5833 358.1667 0.0000 0.0000
4546 6.7500 48.1667 0.0000 0.0000
4647 0.0444 27.5833 0.0000 0.0000
4754 1.6042 58.8333 0.0000 0.0000
4849 4.1333 36.1833 0.0000 0.0000
5051 5.0083 44.6667 0.0000 0.0000
5253 10.7292 57.0833 10.8333 0.0000
5354 293.7431 352.6389 1.0417 0.0000
5462 290.8194 357.6250 0.0000 0.0000
5657 350.4444 350.4444 12.2611 0.0000
5758 352.0833 352.0833 0.0000 0.0000
5859 351.6708 351.6708 0.0000 0.0000
5960 316.2000 316.2000 0.0000 0.0000
6061 35.2458 46.5500 0.9583 0.0000
6162 326.4889 353.4167 2.8333 0.0000
6465 198.1935 253.6343 0.3750 0.0000
6566 6.3056 358.7917 0.0000 0.0000
6667 0.0278 351.9444 0.0000 0.0000
L595 225.9583 359.3750 1.0417 0.0000
L598 288.0000 326.8611 0.0000 0.0000
5556ova 338.1500 338.1500 19.8833 0.0000
5556unda 1.7167 5.7833 330.2750 0.0000
5663ova 0.5667 0.5667 6.6000 0.0000
5663und 0.0000 0.0000 329.8750 0.0000
6364ova 336.7667 336.7667 16.2298 0.0000
6364und 300.8333 302.1250 5.4583 0.0000
6264ova 0.0000 0.0000 314.9667 0.0000
6264und 0.4583 290.4306 0.0000 0.0000
6768ova 0.0000 0.0000 292.6042 0.0000
6768und 0.0000 276.7778 0.7778 0.0000
4950ova 323.1667 340.5333 0.0000 0.0000
4950und 0.0417 316.5250 0.0417 0.0000
5152ova 322.3167 334.6167 0.0000 0.0000
5152und 128.8750 317.2389 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 0.5103 1.2397 0.4911 0.1011 1.7361 0.0448 0.1981 1.4004 0.0912 2.0802 14.7044 0.9580 0.8502
L2 0.0000 1.0072 0.2444 0.0000 1.8646 0.0084 0.0000 1.8513 0.0344 0.0000 20.3639 0.3780 0.7967
L3 0.0000 0.6427 0.0000 0.0000 1.8586 0.0000 0.0000 2.8919 0.0000 0.0000 46.2705 0.0000 0.9901
L4 0.3145 0.8190 0.3406 0.0425 3.3953 0.1110 0.1351 4.1454 0.3259 2.1621 66.3271 5.2144 1.1087
L5 0.0000 0.8980 0.0000 0.0000 3.5312 0.0000 0.0000 3.9325 0.0000 0.0000 39.3248 0.0000 0.9512
L6 0.2086 0.9636 0.3075 0.1401 3.3091 0.1193 0.6717 3.4342 0.3881 6.8508 35.0292 3.9583 1.0532
L7 0.0377 0.3230 0.0779 0.0079 3.5351 0.0350 0.2092 10.9460 0.4498 2.1968 114.9329 4.7231 1.5761
L8 0.0160 0.1892 0.0322 0.0020 4.0710 0.0041 0.1228 21.5160 0.1284 1.2279 215.1596 1.2837 2.0493
L9 0.4692 0.7639 0.7271 1.5910 2.2666 0.1111 3.3911 2.9672 0.1528 33.9108 29.6721 1.5283 0.3408
L10 0.3433 0.7418 0.3471 0.2610 3.3177 0.3900 0.7604 4.4726 1.1236 7.6043 44.7264 11.2362 0.6212
L11 0.0734 0.4602 0.1471 0.0659 3.7941 0.1511 0.8988 8.2449 1.0271 14.8294 136.0403 16.9479 1.2814
L12 0.0376 0.2857 0.0763 0.0267 4.0153 0.0469 0.7102 14.0526 0.6146 11.7186 231.8675 10.1401 1.8722
L13 0.0418 0.3439 0.0854 0.0657 5.3507 0.1252 1.5723 15.5605 1.4659 27.5151 272.3091 25.6534 2.4752
L14 0.0000 0.5372 0.9973 0.0000 0.2675 5.2387 0.0000 0.4978 5.2528 0.0000 4.9782 52.5284 0.4637
L15 0.4418 0.9549 0.3939 0.7381 4.1782 0.5793 1.6708 4.3756 1.4710 21.7202 56.8825 19.1227 0.6882
L24 0.2213 0.9128 0.0000 0.0241 5.4418 0.0000 0.1088 5.9616 0.0000 2.1768 119.2312 0.0000 0.7788
L25 0.4254 1.0151 0.3953 0.3181 6.3712 0.4331 0.7477 6.2766 1.0957 11.9626 100.4262 17.5304 0.9595
L26 0.0000 1.2431 0.0000 0.0000 6.5925 0.0000 0.0000 5.3032 0.0000 0.0000 79.5483 0.0000 0.9918
L27 0.0000 1.0492 0.1678 0.0000 6.3629 0.1668 0.0000 6.0643 0.9940 0.0000 87.9324 14.4124 1.1316
L28 0.0000 0.6801 0.0000 0.0000 1.6124 0.0000 0.0000 2.3710 0.0000 0.0000 317.7102 0.0000 0.4889
L29 0.0000 1.0737 0.0000 0.0000 3.0020 0.0000 0.0000 2.7958 0.0000 0.0000 441.7418 0.0000 0.5384
L30 0.0000 0.6854 0.0000 0.0000 3.8994 0.0000 0.0000 5.6890 0.0000 0.0000 853.3451 0.0000 0.7554
L31 0.0914 0.4719 0.0873 0.0021 5.3907 0.0005 0.0225 11.4223 0.0056 2.0065 1016.5856 0.5016 1.0671
L32 0.3453 1.1168 0.4187 0.1592 5.2899 0.0693 0.4611 4.7367 0.1656 9.6836 99.4714 3.4778 1.1640
L33 0.1991 0.4952 0.1988 0.0647 0.6034 0.0212 0.3250 1.2184 0.1064 3.2502 12.1837 1.0640 0.3637
L34 0.1591 0.4601 0.3345 0.0551 5.3129 0.4019 0.3462 11.5474 1.2014 6.0581 202.0796 21.0244 1.0188
L35 0.1960 0.8656 0.3754 0.0025 5.7399 0.0247 0.0129 6.6312 0.0657 0.2776 142.5710 1.4129 0.9005
L36 0.1721 0.7187 0.0987 0.0346 5.9334 0.0072 0.2009 8.2562 0.0728 3.6157 148.6125 1.3097 0.9482
W2637 0.3479 0.4941 0.2691 0.0713 0.3966 0.0532 0.2050 0.8027 0.1978 2.0503 8.0271 1.9776 0.2458
L37 0.0990 0.6051 0.0604 0.1149 6.0002 0.0151 1.1607 9.9163 0.2509 27.2758 233.0338 5.8965 1.3164
L38 0.2138 1.2089 0.1437 0.6135 11.5230 0.0658 2.8701 9.5317 0.4581 40.1820 133.4436 6.4133 1.4543
L39 0.1173 0.9329 0.3137 0.0102 11.9897 0.1624 0.0873 12.8526 0.5175 0.8735 128.5264 5.1754 1.2950
L41 0.3465 0.8650 0.3376 0.3999 11.3565 0.3385 1.1540 13.1283 1.0028 62.8943 715.4900 54.6547 1.3973
4243 0.3637 1.3213 0.4259 2.3106 9.1927 1.1440 6.3536 6.9575 2.6862 381.2143 417.4498 161.1706 1.3204
4344 0.5892 1.4092 0.3573 4.3183 7.9475 0.6144 7.3294 5.6397 1.7196 366.4704 281.9847 85.9783 1.2444
6869 0.3019 0.5968 0.5768 0.0624 13.3260 1.7727 0.2066 22.3301 3.0735 4.1329 446.6027 61.4708 1.9600
4445 0.0000 0.5876 0.0000 0.0000 12.0010 0.0000 0.0000 20.4252 0.0000 0.0000 674.0304 0.0000 1.4345
4546 0.5477 1.1378 0.3387 5.8542 5.7981 0.2711 10.6895 5.0958 0.8005 267.2386 127.3947 20.0117 1.7162
4647 0.2480 0.8597 0.2573 0.2700 11.0489 0.4794 1.0887 12.8518 1.8627 21.7738 257.0363 37.2547 1.8799
4754 0.3257 0.5394 0.3259 1.9964 7.6185 2.2345 6.1293 14.1230 6.8566 190.0068 437.8118 212.5534 1.9335
4849 0.1861 0.5108 0.1855 0.0536 2.2528 0.0456 0.2879 4.4100 0.2456 3.4542 52.9200 2.9471 0.6998
5051 0.2804 0.4222 0.0000 0.2739 3.0037 0.0000 0.9768 7.1138 0.0000 18.5599 135.1624 0.0000 0.9815
5253 0.1082 0.3916 0.0929 0.2547 3.0085 0.2007 2.3549 7.6819 2.1593 47.0980 153.6374 43.1864 1.4670
5354 0.0294 0.0530 0.0380 0.1963 1.8519 0.1925 6.6783 34.9261 5.0674 193.6719 1012.8566 146.9533 1.7776
5462 0.1289 0.2558 0.0651 1.0627 11.8886 0.3555 8.2448 46.4744 5.4577 98.9372 557.6930 65.4920 2.0860
5657 0.1352 0.6925 0.1719 0.0000 0.5490 0.0000 0.0001 0.7927 0.0001 0.0003 4.7564 0.0006 0.0316
5758 0.1617 0.2681 0.1701 0.0055 0.5270 0.0067 0.0343 1.9661 0.0396 1.7128 98.3069 1.9783 0.1361
5859 0.0000 1.1385 0.0000 0.0000 1.1153 0.0000 0.0000 0.9796 0.0000 0.0000 17.6325 0.0000 0.2378
5960 0.3097 0.6946 0.2929 0.0271 1.2858 0.0144 0.0874 1.8513 0.0490 1.4861 31.4715 0.8338 0.2870
6061 0.0896 0.1562 0.0884 0.0439 1.0118 0.1144 0.4906 6.4763 1.2943 5.3967 71.2389 14.2368 0.5953
6162 0.0932 0.2506 0.0514 0.4261 0.7968 0.0456 4.5710 3.1792 0.8878 137.1307 95.3751 26.6339 1.3879
6465 0.4869 1.0834 0.5967 0.1890 14.0466 0.7715 0.3882 12.9656 1.2929 12.4239 414.8982 41.3741 1.5664
6566 0.0000 0.6817 0.5965 0.0000 9.6338 5.2196 0.0000 14.1312 8.7503 0.0000 494.5911 306.2612 1.9462
6667 0.2561 0.4317 0.1722 6.4980 7.1344 1.6643 25.3693 16.5248 9.6635 1268.4658 826.2396 483.1726 2.1516
L595 0.1295 0.2325 0.0431 1.4271 12.1552 0.3893 11.0219 52.2868 9.0232 66.1313 313.7209 54.1392 2.3398
5556ova 0.3099 1.7294 0.0000 0.0080 0.6553 0.0000 0.0258 0.3789 0.0000 0.4134 6.0624 0.0000 0.2131
5663ova 0.0537 1.2667 0.0577 0.0000 0.4375 0.0000 0.0002 0.3454 0.0000 0.0205 28.6699 0.0019 0.1562
6364ova 0.0790 0.9245 0.0790 0.0000 0.7162 0.0000 0.0002 0.7748 0.0002 0.0172 85.2238 0.0172 0.0791
6264ova 0.9310 1.3708 0.8418 2.7801 3.8800 0.7080 2.9860 2.8305 0.8410 29.8605 28.3046 8.4101 0.2822
6768ova 1.0878 1.5170 1.0263 3.2644 6.8905 3.8091 3.0010 4.5421 3.7116 30.0101 45.4205 37.1157 0.4295
4950ova 0.3883 0.5403 0.1319 0.1213 0.1769 0.0494 0.3125 0.3275 0.3744 1.8750 1.9648 2.2465 0.1637
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 0.1594
*========================================================*
| 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 0.3439 5.9046 0.1524 6.4009 8.5334 13.175 0.3439 5.9046 0.1524 6.4009 8.5334 13.175 0.0000 0.0000 0.0000 None
L2 0.0000 6.7074 0.03022 6.7377 2.1317 7.2109 0.0000 6.7074 0.03022 6.7377 2.1317 7.2109 0.0000 0.0000 0.0000 None
L3 0.0000 11.630 0.0000 11.630 4.8257 10.667 0.0000 11.630 0.0000 11.630 4.8257 10.667 0.0000 0.0000 0.0000 None
L4 0.2784 22.244 0.7273 23.250 4.5222 12.335 0.2784 22.244 0.7273 23.250 4.5222 12.335 0.0000 0.0000 0.0000 None
L5 0.0000 16.681 0.0000 16.681 6.3442 13.769 0.0000 16.681 0.0000 16.681 6.3442 13.769 0.0000 0.0000 0.0000 None
L6 3.3945 80.165 2.8908 86.450 6.6610 15.640 3.3945 80.165 2.8908 86.450 6.6610 15.640 0.0000 0.0000 0.0000 None
L7 0.6804 305.28 3.0265 308.99 4.8437 19.271 0.6804 305.28 3.0265 308.99 4.8437 19.271 0.0000 0.0000 0.0000 None
L8 0.3262 673.96 0.6841 674.97 6.0513 26.187 0.3262 673.96 0.6841 674.97 6.0513 26.187 0.0000 0.0000 0.0000 None
L9 12.034 17.145 0.8405 30.019 3.2732 30.716 12.034 17.145 0.8405 30.019 3.2732 30.716 0.0000 0.0000 0.0000 None
L10 3.4158 43.417 5.1037 51.936 10.052 23.318 3.4158 43.417 5.1037 51.936 10.052 23.318 0.0000 0.0000 0.0000 None
L11 3.8567 221.91 8.8373 234.60 6.2541 21.895 3.8567 221.91 8.8373 234.60 6.2541 21.895 0.0000 0.0000 0.0000 None
L12 2.9989 451.34 5.2682 459.60 6.4733 22.611 2.9989 451.34 5.2682 459.60 6.4733 22.611 0.0000 0.0000 0.0000 None
L13 6.9790 568.00 13.286 588.27 2.6168 22.766 6.9790 568.00 13.286 588.27 2.6168 22.766 0.0000 0.0000 0.0000 None
L14 0.0000 2.5000 48.969 51.469 4.4751 25.706 0.0000 2.5000 48.969 51.469 4.4751 25.706 0.0000 0.0000 0.0000 None
L15 5.9374 33.608 4.6601 44.206 2.2731 17.442 5.9374 33.608 4.6601 44.206 2.2731 17.442 0.0000 0.0000 0.0000 None
L24 0.1634 36.909 0.0000 37.072 4.6053 17.361 0.1634 36.909 0.0000 37.072 4.6053 17.361 0.0000 0.0000 0.0000 None
L25 2.6866 53.811 3.6582 60.156 3.0739 15.620 2.6866 53.811 3.6582 60.156 3.0739 15.620 0.0000 0.0000 0.0000 None
L26 0.0000 37.496 0.0000 37.496 5.5874 14.188 0.0000 37.496 0.0000 37.496 5.5874 14.188 0.0000 0.0000 0.0000 None
L27 0.0000 99.981 2.6215 102.60 10.971 22.763 0.0000 99.981 2.6215 102.60 10.971 22.763 0.0000 0.0000 0.0000 None
L28 0.0000 8.3135 0.0000 8.3135 25.444 36.780 0.0000 8.3135 0.0000 8.3135 25.444 36.780 0.0000 0.0000 0.0000 None
L29 0.0000 13.303 0.0000 13.303 22.947 31.341 0.0000 13.303 0.0000 13.303 22.947 31.341 0.0000 0.0000 0.0000 None
L30 0.0000 25.407 0.0000 25.407 22.891 41.771 0.0000 25.407 0.0000 25.407 22.891 41.771 0.0000 0.0000 0.0000 None
L31 0.02339 61.184 .005583 61.212 19.329 49.168 0.02339 61.184 .005583 61.212 19.329 49.168 0.0000 0.0000 0.0000 None
L32 0.9300 30.892 0.4049 32.227 5.6817 16.410 0.9300 30.892 0.4049 32.227 5.6817 16.410 0.0000 0.0000 0.0000 None
L33 0.3388 3.1587 0.1107 3.6082 6.5438 18.521 0.3388 3.1587 0.1107 3.6082 6.5438 18.521 0.0000 0.0000 0.0000 None
L34 0.7540 72.740 5.5025 78.996 1.5885 23.125 0.7540 72.740 5.5025 78.996 1.5885 23.125 0.0000 0.0000 0.0000 None
L35 0.01097 24.895 0.1070 25.013 8.6338 30.090 0.01097 24.895 0.1070 25.013 8.6338 30.090 0.0000 0.0000 0.0000 None
L36 0.5504 94.464 0.1143 95.128 4.8036 28.717 0.5504 94.464 0.1143 95.128 4.8036 28.717 0.0000 0.0000 0.0000 None
W2637 0.5032 2.7979 0.3754 3.6765 7.6319 15.585 0.5032 2.7979 0.3754 3.6765 7.6319 15.585 0.0000 0.0000 0.0000 None
L37 3.9368 205.56 0.5189 210.01 4.0900 19.508 3.9368 205.56 0.5189 210.01 4.0900 19.508 0.0000 0.0000 0.0000 None
L38 11.332 212.82 1.2154 225.37 19.259 36.548 11.332 212.82 1.2154 225.37 19.259 36.548 0.0000 0.0000 0.0000 None
L39 0.1008 117.94 1.5970 119.64 19.795 36.989 0.1008 117.94 1.5970 119.64 19.795 36.989 0.0000 0.0000 0.0000 None
L41 4.7908 136.04 4.0551 144.89 20.134 36.311 4.7908 136.04 4.0551 144.89 20.134 36.311 0.0000 0.0000 0.0000 None
4243 22.628 90.026 11.203 123.86 13.262 41.354 22.628 90.026 11.203 123.86 13.262 41.354 0.0000 0.0000 0.0000 None
4344 44.715 82.294 6.3617 133.37 14.654 39.473 44.715 82.294 6.3617 133.37 14.654 39.473 0.0000 0.0000 0.0000 None
6869 0.7664 163.72 21.780 186.27 20.217 56.368 0.7664 163.72 21.780 186.27 20.217 56.368 0.0000 0.0000 0.0000 None
4445 0.0000 287.61 0.0000 287.61 10.909 31.363 0.0000 287.61 0.0000 287.61 10.909 31.363 0.0000 0.0000 0.0000 None
4546 122.18 121.01 5.6578 248.84 8.2912 25.691 122.18 121.01 5.6578 248.84 8.2912 25.691 0.0000 0.0000 0.0000 None
4647 8.0072 327.61 14.214 349.84 9.0003 23.375 8.0072 327.61 14.214 349.84 9.0003 23.375 0.0000 0.0000 0.0000 None
4754 103.30 394.22 115.63 613.15 13.713 38.715 103.30 394.22 115.63 613.15 13.713 38.715 0.0000 0.0000 0.0000 None
4849 1.3710 57.653 1.1658 60.190 19.841 31.586 1.3710 57.653 1.1658 60.190 19.841 31.586 0.0000 0.0000 0.0000 None
5051 11.305 123.99 0.0000 135.29 13.310 23.851 11.305 123.99 0.0000 135.29 13.310 23.851 0.0000 0.0000 0.0000 None
5253 26.810 316.67 21.123 364.60 7.5983 23.185 26.810 316.67 21.123 364.60 7.5983 23.185 0.0000 0.0000 0.0000 None
5354 107.01 1009.5 104.93 1221.5 1.0301 34.426 107.01 1009.5 104.93 1221.5 1.0301 34.426 0.0000 0.0000 0.0000 None
5462 83.224 931.02 27.837 1042.1 0.07267 41.784 83.224 931.02 27.837 1042.1 0.07267 41.784 0.0000 0.0000 0.0000 None
5657 .000044 3.5322 .000117 3.5323 0.09530 29.907 .000044 3.5322 .000117 3.5323 0.09530 29.907 0.0000 0.0000 0.0000 None
5758 0.1523 14.495 0.1851 14.833 4.4566 20.582 0.1523 14.495 0.1851 14.833 4.4566 20.582 0.0000 0.0000 0.0000 None
5859 0.0000 5.1302 0.0000 5.1302 7.1572 12.677 0.0000 5.1302 0.0000 5.1302 7.1572 12.677 0.0000 0.0000 0.0000 None
5960 0.2962 14.068 0.1572 14.522 7.1650 16.554 0.2962 14.068 0.1572 14.522 7.1650 16.554 0.0000 0.0000 0.0000 None
6061 3.7465 86.265 9.7559 99.767 12.578 32.006 3.7465 86.265 9.7559 99.767 12.578 32.006 0.0000 0.0000 0.0000 None
6162 30.847 57.681 3.3019 91.830 0.06721 15.024 30.847 57.681 3.3019 91.830 0.06721 15.024 0.0000 0.0000 0.0000 None
6465 3.4129 253.59 13.928 270.93 28.052 45.567 3.4129 253.59 13.928 270.93 28.052 45.567 0.0000 0.0000 0.0000 None
6566 0.0000 257.52 139.52 397.04 4.8621 25.085 0.0000 257.52 139.52 397.04 4.8621 25.085 0.0000 0.0000 0.0000 None
6667 279.88 307.29 71.686 658.86 2.5022 48.187 279.88 307.29 71.686 658.86 2.5022 48.187 0.0000 0.0000 0.0000 None
L595 133.03 1133.1 36.290 1302.4 0.04446 52.864 133.03 1133.1 36.290 1302.4 0.04446 52.864 0.0000 0.0000 0.0000 None
5556ova 0.05147 4.2122 0.0000 4.2636 8.2803 12.627 0.05147 4.2122 0.0000 4.2636 8.2803 12.627 0.0000 0.0000 0.0000 None
5663ova .000104 3.4419 .000010 3.4421 9.0199 12.902 .000104 3.4419 .000010 3.4421 9.0199 12.902 0.0000 0.0000 0.0000 None
6364ova .000049 2.8543 .000049 2.8544 0.09605 9.9040 .000049 2.8543 .000049 2.8544 0.09605 9.9040 0.0000 0.0000 0.0000 None
6264ova 42.587 59.435 10.845 112.87 25.001 61.416 42.587 59.435 10.845 112.87 25.001 61.416 0.0000 0.0000 0.0000 None
6768ova 60.770 128.27 70.910 259.95 19.466 57.508 60.770 128.27 70.910 259.95 19.466 57.508 0.0000 0.0000 0.0000 None
4950ova 3.3609 4.9005 1.3678 9.6292 15.273 25.193 3.3609 4.9005 1.3678 9.6292 15.273 25.193 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 103.7528 102.4573 10.5000 11.7000 3.1666 3.1666 1.7000 1.4754 1.4754 0.8000 4.6420 4.6420
L2 102.4573 101.2297 11.0000 4.2000 2.0683 2.0683 2.7000 3.0109 3.0109 2.3000 5.0792 5.0792
L3 101.2297 100.5903 16.0000 7.4000 2.5743 2.5743 2.6000 3.2673 3.2673 3.3000 5.8416 5.8416
L4 100.5903 100.1229 16.0000 6.5000 1.9778 1.9778 1.3000 5.8347 5.8347 4.2000 7.8126 7.8126
L5 100.1229 99.6251 10.0000 11.5000 5.1558 5.1558 5.5000 2.2692 2.2692 2.4000 7.4250 7.4250
L6 99.6251 99.6461 10.2000 12.1000 5.4390 5.4390 2.6000 3.5403 3.5403 1.9000 8.9793 8.9793
L7 99.6461 99.6487 10.5000 11.9000 7.0563 7.0563 6.0000 7.3711 7.3711 5.1000 14.4275 14.4275
L8 99.6487 99.6500 10.0000 14.5000 8.4487 8.4487 7.6000 11.6873 11.6873 10.8000 20.1361 20.1361
L9 99.6500 99.4377 10.0000 27.5000 24.2268 24.2268 8.2000 3.2162 3.2162 2.2000 27.4430 27.4430
L10 98.9418 97.6747 10.0000 19.7000 9.6483 9.6483 7.2000 3.6176 3.6176 0.0000 13.2658 13.2658
L11 97.6747 97.6787 16.5000 12.9000 6.6459 6.6459 3.5000 8.9953 8.9953 5.4000 15.6411 15.6411
L12 97.6787 97.6808 16.5000 15.0000 8.5267 8.5267 6.0000 7.6112 7.6112 5.5000 16.1379 16.1379
L13 97.6808 97.6820 17.5000 12.5000 9.8832 9.8832 4.6000 10.2656 10.2656 5.5000 20.1489 20.1489
L14 97.6820 97.5383 10.0000 5.0000 0.5249 0.5249 0.6000 20.7064 20.7064 1.4000 21.2313 21.2313
L15 95.0573 94.8238 13.0000 6.5000 4.2269 4.2269 0.0000 10.9419 10.9419 6.5000 15.1688 15.1688
L24 94.8237 94.3539 20.0000 16.8000 12.1947 12.1947 11.2000 0.5613 0.5613 0.8000 12.7560 12.7560
L25 94.3539 94.0292 16.0000 4.7000 1.6261 1.6261 0.0000 10.9203 10.9203 7.9000 12.5464 12.5464
L26 94.0292 93.4807 15.0000 7.8000 2.2126 2.2126 2.6000 6.3879 6.3879 7.2000 8.6005 8.6005
L27 93.4807 93.4728 14.5000 13.7000 2.7288 2.7288 3.4000 9.0629 9.0629 5.1000 11.7917 11.7917
L28 120.9223 114.0453 134.0000 31.0000 5.5565 5.5565 11.0000 5.7800 5.7800 19.0000 11.3365 11.3365
L29 114.0453 106.0359 158.0000 28.5000 5.5525 5.5525 16.5000 2.8408 2.8408 19.5000 8.3933 8.3933
L30 106.0359 98.3933 150.0000 32.0000 9.1086 9.1086 12.0000 9.7714 9.7714 17.0000 18.8800 18.8800
L31 98.3933 96.0564 89.0000 30.0000 10.6715 10.6715 10.0000 19.1679 19.1679 19.0000 29.8394 29.8394
L32 96.0564 95.0909 21.0000 13.6000 7.9183 7.9183 4.3000 2.8100 2.8100 1.9000 10.7283 10.7283
L33 97.9334 97.3683 10.0000 13.8000 7.2562 7.2562 2.0000 4.7207 4.7207 3.0000 11.9768 11.9768
L34 95.0909 94.9864 17.5000 16.7000 15.1115 15.1115 12.7000 6.4246 6.4246 3.8000 21.5360 21.5360
L35 94.9864 93.7297 21.5000 11.0000 2.3662 2.3662 2.0000 19.0898 19.0898 18.4000 21.4560 21.4560
L36 93.7297 93.4877 18.0000 6.8000 1.9964 1.9964 1.1000 21.9167 21.9167 21.1000 23.9131 23.9131
W2637 94.0292 93.7686 10.0000 9.3000 1.6681 1.6681 0.0000 6.2851 6.2851 3.9000 7.9532 7.9532
L37 93.4877 93.4728 23.5000 11.3000 7.2100 7.2100 4.1000 8.2080 8.2080 6.8000 15.4181 15.4181
L38 93.4728 93.4114 14.0000 30.6000 11.3414 11.3414 5.1000 5.9476 5.9476 4.2000 17.2889 17.2889
L39 93.2923 93.4114 10.0000 30.7000 10.9047 10.9047 9.7000 6.2893 6.2893 4.8000 17.1940 17.1940
L41 93.2923 92.8607 54.5000 32.5000 12.3657 12.3657 10.3000 3.8113 3.8113 2.0000 16.1769 16.1769
4243 92.8607 91.8941 60.0000 31.0000 17.7378 17.7378 1.5000 10.3538 10.3538 5.0000 28.0916 28.0916
4344 91.8941 91.3179 50.0000 32.0000 17.3463 17.3463 2.0000 7.4729 7.4729 3.4000 24.8193 24.8193
6869 89.8001 89.6399 20.0000 36.0000 15.7830 15.7830 13.2000 20.3682 20.3682 5.8000 36.1511 36.1511
4445 91.3179 91.2724 33.0000 26.4000 15.4912 15.4912 21.8000 4.9632 4.9632 8.0000 20.4544 20.4544
4546 91.2724 91.2242 25.0000 22.1000 13.8088 13.8088 1.7000 3.5911 3.5911 2.0000 17.4000 17.4000
4647 91.2242 91.1947 20.0000 11.8000 2.7997 2.7997 0.6000 11.5750 11.5750 7.8000 14.3747 14.3747
4754 91.1947 91.1841 31.0000 28.6000 14.8871 14.8871 7.1000 10.1149 10.1149 1.4000 25.0020 25.0020
4849 91.2017 91.1982 12.0000 26.3000 6.4586 6.4586 4.6000 5.2857 5.2857 3.7000 11.7442 11.7442
5051 91.1906 91.1895 19.0000 21.4000 8.0905 8.0905 6.1000 2.4505 2.4505 5.4600 10.5410 10.5410
5253 91.1843 91.1842 20.0000 14.4000 6.8017 6.8017 2.8000 8.7855 8.7855 2.7700 15.5871 15.5871
5354 91.1842 91.1841 29.0000 30.3000 29.2699 29.2699 20.1000 4.1255 4.1255 0.0000 33.3954 33.3954
5462 91.1841 91.1826 12.0000 13.9000 13.8273 13.8273 2.9000 27.8836 27.8836 20.0000 41.7109 41.7109
5657 99.5564 99.2681 6.0000 29.9000 29.8047 29.8047 29.8000 0.0067 0.0067 0.0000 29.8114 29.8114
5758 99.2680 92.6898 50.0000 20.0000 15.5434 15.5434 15.0000 0.5815 0.5815 0.0000 16.1250 16.1250
5859 92.6898 91.8411 18.0000 8.4000 1.2428 1.2428 2.3000 4.2772 4.2772 5.5000 5.5200 5.5200
5960 91.8411 91.5370 17.0000 10.1000 2.9350 2.9350 2.0000 6.4542 6.4542 5.9000 9.3892 9.3892
6061 91.5370 91.5377 11.0000 25.0000 12.4220 12.4220 10.4000 7.0058 7.0058 1.5000 19.4278 19.4278
6162 91.1833 91.1826 30.0000 9.3000 9.2328 9.2328 1.3000 5.7236 5.7236 2.0000 The text continues on section 5.