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c5y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 13:18.
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 44.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N48#1 N48 40.000 1.7000 100.0010.000 0.025 0.100 0.000 0.000 0.00
2 N48#2 N48 80.000 1.6900 0.10 9.000 0.025 0.100 0.000 0.000 0.00
3 N50#1 N50 37.000 1.1100 100.0010.000 0.025 0.100 0.000 0.000 0.00
4 N50#2 N50 39.000 .40000E-01 0.10 9.000 0.025 0.100 0.000 0.000 0.00
5 N52#1 N52 24.000 .17000 100.0010.000 0.025 0.100 0.000 0.000 0.00
6 N52#2 N52 31.000 .18000 0.1010.000 0.025 0.100 0.000 0.000 0.00
7 N1#1 N1 10.000 .23000 100.0010.000 0.025 0.100 0.000 0.000 0.00
8 N1#2 N1 130.00 2.3300 10.0012.000 0.025 0.100 0.000 0.000 0.00
9 N4#1 N4 10.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
10 N4#2 N4 112.00 1.5700 30.0012.000 0.025 0.100 0.000 0.000 0.00
11 N8#1 N8 10.000 .60000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
12 N8#2 N8 43.000 .54000 45.0010.000 0.025 0.100 0.000 0.000 0.00
13 N13#1 N13 30.000 .71000 100.0010.000 0.025 0.100 0.000 0.000 0.00
14 N13#2 N13 89.000 1.3300 35.0010.000 0.025 0.100 0.000 0.000 0.00
15 N25#1 N25 57.000 1.1300 100.0010.000 0.025 0.100 0.000 0.000 0.00
16 N25#2 N25 113.00 1.1300 0.1010.000 0.025 0.100 0.000 0.000 0.00
17 N28#1 N28 10.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
18 N28#2 N28 79.000 2.8700 0.1022.000 0.025 0.100 0.000 0.000 0.00
19 N29#1 N29 10.000 .25000 100.0010.000 0.025 0.100 0.000 0.000 0.00
20 N29#2 N29 146.00 2.2400 10.0012.000 0.025 0.100 0.000 0.000 0.00
21 N30#1 N30 16.000 .40000 100.0010.000 0.025 0.100 0.000 0.000 0.00
22 N30#2 N30 22.700 3.5800 10.0012.000 0.025 0.100 0.000 0.000 0.00
23 N31#1 N31 48.000 1.0000 100.0010.000 0.025 0.100 0.000 0.000 0.00
24 N31#2 N31 177.00 2.7200 35.00 9.000 0.025 0.100 0.000 0.000 0.00
25 N32#1 N32 56.000 .50000 100.0010.000 0.025 0.100 0.000 0.000 0.00
26 N32#2 N32 111.00 .50000 0.0013.000 0.025 0.100 0.000 0.000 0.00
27 N33#1 N33 46.000 .41000 100.0010.000 0.025 0.100 0.000 0.000 0.00
28 N33#2 N33 68.000 .41000 0.10 9.000 0.025 0.100 0.000 0.000 0.00
29 N36#1 N36 36.000 .36000 100.0010.000 0.025 0.100 0.000 0.000 0.00
30 N36#2 N36 73.000 .37000 0.1012.000 0.025 0.100 0.000 0.000 0.00
31 N42#1 N42 35.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
32 N42#2 N42 68.000 .67000 0.1011.000 0.025 0.100 0.000 0.000 0.00
33 N44#1 N44 17.000 .31000 100.0010.000 0.025 0.100 0.000 0.000 0.00
34 N44#2 N44 36.000 .32000 0.1011.000 0.025 0.100 0.000 0.000 0.00
35 N45#1 N45 8.0000 .13000 100.0010.000 0.025 0.100 0.000 0.000 0.00
36 N45#2 N45 28.000 .37000 0.1011.000 0.025 0.100 0.000 0.000 0.00
37 N47#1 N47 7.0000 .40000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
38 N47#2 N47 29.000 .41000 0.0410.000 0.025 0.100 0.000 0.000 0.00
39 N55#1 N55 35.000 .60000 1.0010.000 0.025 0.100 0.000 0.000 0.00
40 N55#2 N55 70.000 .61000 0.1012.000 0.025 0.100 0.000 0.000 0.00
41 N56#1 N56 9.0000 .21000 100.0010.000 0.025 0.100 0.000 0.000 0.00
42 N56#2 N56 17.000 .21000 0.1011.000 0.025 0.100 0.000 0.000 0.00
43 N63#1 N63 32.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
44 N63#2 N63 65.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
45 N64#1 N64 33.000 .74000 100.0010.000 0.025 0.100 0.000 0.000 0.00
46 N64#2 N64 69.000 .75000 0.1011.000 0.025 0.100 0.000 0.000 0.00
47 N66#1 N66 50.000 1.2000 100.0010.000 0.025 0.100 0.000 0.000 0.00
48 N66#2 N66 103.00 1.1900 0.1010.000 0.025 0.100 0.000 0.000 0.00
49 N58#1 N58 21.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
50 N58#2 N58 42.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
51 N59#1 N59 16.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
52 N59#2 N59 33.000 .13000 0.1011.000 0.025 0.100 0.000 0.000 0.00
53 N61#1 N61 20.000 .20000 100.0010.000 0.025 0.100 0.000 0.000 0.00
54 N61#2 N61 38.000 .20000 0.1011.000 0.025 0.100 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N48#1 0.1000 2.0000 2.0000
2 N48#2 0.1000 2.0000 2.0000
3 N50#1 0.1000 2.0000 2.0000
4 N50#2 0.1000 2.0000 2.0000
5 N52#1 0.1000 2.0000 2.0000
6 N52#2 0.1000 2.0000 2.0000
7 N1#1 0.1000 2.0000 2.0000
8 N1#2 0.1000 2.0000 2.0000
9 N4#1 0.1000 2.0000 2.0000
10 N4#2 0.1000 2.0000 2.0000
11 N8#1 0.1000 2.0000 2.0000
12 N8#2 0.1000 2.0000 2.0000
13 N13#1 0.1000 2.0000 2.0000
14 N13#2 0.1000 2.0000 2.0000
15 N25#1 0.1000 2.0000 2.0000
16 N25#2 0.1000 2.0000 2.0000
17 N28#1 0.1000 2.0000 2.0000
18 N28#2 0.1000 2.0000 2.0000
19 N29#1 0.1000 2.0000 2.0000
20 N29#2 0.1000 2.0000 2.0000
21 N30#1 0.1000 2.0000 2.0000
22 N30#2 0.1000 2.0000 2.0000
23 N31#1 0.1000 2.0000 2.0000
24 N31#2 0.1000 2.0000 2.0000
25 N32#1 0.1000 2.0000 2.0000
26 N32#2 0.1000 2.0000 2.0000
27 N33#1 0.1000 2.0000 2.0000
28 N33#2 0.1000 2.0000 2.0000
29 N36#1 0.1000 2.0000 2.0000
30 N36#2 0.1000 2.0000 2.0000
31 N42#1 0.1000 2.0000 2.0000
32 N42#2 0.1000 2.0000 2.0000
33 N44#1 0.1000 2.0000 2.0000
34 N44#2 0.1000 2.0000 2.0000
35 N45#1 0.1000 2.0000 2.0000
36 N45#2 0.1000 2.0000 2.0000
37 N47#1 0.1000 2.0000 2.0000
38 N47#2 0.1000 2.0000 2.0000
39 N55#1 0.1000 2.0000 2.0000
40 N55#2 0.1000 2.0000 2.0000
41 N56#1 0.1000 2.0000 2.0000
42 N56#2 0.1000 2.0000 2.0000
43 N63#1 0.1000 2.0000 2.0000
44 N63#2 0.1000 2.0000 2.0000
45 N64#1 0.1000 2.0000 2.0000
46 N64#2 0.1000 2.0000 2.0000
47 N66#1 0.1000 2.0000 2.0000
48 N66#2 0.1000 2.0000 2.0000
49 N58#1 0.1000 2.0000 2.0000
50 N58#2 0.1000 2.0000 2.0000
51 N59#1 0.1000 2.0000 2.0000
52 N59#2 0.1000 2.0000 2.0000
53 N61#1 0.1000 2.0000 2.0000
54 N61#2 0.1000 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N1#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N1#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N13#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N13#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N25#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N25#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N32#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N32#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N33#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N33#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N55#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N55#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N56#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N56#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N63#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N63#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N64#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N64#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N66#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N66#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N58#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N58#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N59#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N59#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N61#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N61#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 54
Total Tributary Area (hectares). 41.10
Impervious Area (hectares)...... 16.24
Pervious Area (hectares)........ 24.86
Total Width (hectares).......... 2634.70
Percent Imperviousness.......... 39.52
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N48 No Tributary Channel/Pipes
Tributary Subareas........ N48#1 N48#2
N50 No Tributary Channel/Pipes
Tributary Subareas........ N50#1 N50#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N1 No Tributary Channel/Pipes
Tributary Subareas........ N1#1 N1#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N13 No Tributary Channel/Pipes
Tributary Subareas........ N13#1 N13#2
N25 No Tributary Channel/Pipes
Tributary Subareas........ N25#1 N25#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N32 No Tributary Channel/Pipes
Tributary Subareas........ N32#1 N32#2
N33 No Tributary Channel/Pipes
Tributary Subareas........ N33#1 N33#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N44 No Tributary Channel/Pipes
Tributary Subareas........ N44#1 N44#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N55 No Tributary Channel/Pipes
Tributary Subareas........ N55#1 N55#2
N56 No Tributary Channel/Pipes
Tributary Subareas........ N56#1 N56#2
N63 No Tributary Channel/Pipes
Tributary Subareas........ N63#1 N63#2
N64 No Tributary Channel/Pipes
Tributary Subareas........ N64#1 N64#2
N66 No Tributary Channel/Pipes
Tributary Subareas........ N66#1 N66#2
N58 No Tributary Channel/Pipes
Tributary Subareas........ N58#1 N58#2
N59 No Tributary Channel/Pipes
Tributary Subareas........ N59#1 N59#2
N61 No Tributary Channel/Pipes
Tributary Subareas........ N61#1 N61#2
***********************************************************
* Hydrographs will be stored for the following 27 INLETS *
***********************************************************
N48 N50 N52 N1 N4 N8
N13 N25 N28 N29 N30 N31
N32 N33 N36 N42 N44 N45
N47 N55 N56 N63 N64 N66
N58 N59 N61
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 360
Final Julian Date = 1903001
Final time of day = 21600. seconds.
Final time of day = 6.00 hours.
Final running time = 6.0000 hours.
Final running time = 0.2500 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N48#1 1192 360 N48#2 1545 395 N50#1 1204 360
N50#2 1630 386 N52#1 1232 360 N52#2 1626 390
N1#1 1208 360 N1#2 1826 526 N4#1 1156 360
N4#2 2139 621 N8#1 1158 334 N8#2 2329 683
N13#1 1208 360 N13#2 2279 669 N25#1 1212 360
N25#2 1613 391 N28#1 1224 360 N28#2 1540 396
N29#1 1208 360 N29#2 1798 514 N30#1 1208 360
N30#2 2300 720 N31#1 1212 360 N31#2 2320 684
N32#1 1228 360 N32#2 1216 360 N33#1 1228 360
N33#2 1626 390 N36#1 1228 360 N36#2 1623 389
N42#1 1216 360 N42#2 1621 391 N44#1 1216 360
N44#2 1625 391 N45#1 1216 360 N45#2 1600 392
N47#1 1131 325 N47#2 1571 389 N55#1 1699 421
N55#2 1625 391 N56#1 1208 360 N56#2 1608 392
N63#1 1220 360 N63#2 1622 390 N64#1 1212 360
N64#2 1613 391 N66#1 1208 360 N66#2 1612 392
N58#1 1212 360 N58#2 1613 391 N59#1 1232 360
N59#2 1624 388 N61#1 1228 360 N61#2 1623 389
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 44.0000 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.808400E+04 44.000
Total Infiltration 2.232665E+02 0.543
Total Evaporation 4.345285E+00 0.011
Surface Runoff from Watersheds 1.771164E+04 43.094
Total Water remaining in Surface Storage 1.626609E+02 0.396
Infiltration over the Pervious Area... 2.232665E+02 0.898
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.810191E+04 44.044
Total Precipitation + Initial Storage. 1.808400E+04 44.000
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0990
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 1.771164E+04 43.094
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 1.768588E+04 43.031
Initial Storage + Inflow.................... 1.771164E+04 43.094
Final Storage + Outflow + Diverted GW....... 1.768588E+04 43.031
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.1456
##################################################
# 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).... 44.00000 44.00000 44.00000 44.00000 44.00000 44.00000
Max Intensity (mm/hr).. 205.92000 205.92000 205.92000 205.92000 205.92000 205.92000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 42.78180 0.00000 43.20412 0.00000 43.10104
Total Losses (mm)...... 0.00000 0.87725 0.00000 0.79191 0.00000 0.85103
Remaining Depth (mm)... 0.00000 0.34095 0.00000 0.00398 0.00000 0.04793
Peak Runoff Rate (cms). 0.00000 0.54973 0.00000 0.02257 0.00000 0.09241
Total Impervious Area
---------------------
Total Runoff Depth (mm) 43.90154 44.02464 43.95576 44.80109 44.06246 44.20550
Peak Runoff Rate (cms). 0.77074 0.00097 0.55089 0.00002 0.09630 0.00011
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 43.90154 44.02464 43.95576 44.80109 44.06246 44.20550
Peak Runoff Rate (cms). 0.77074 0.00097 0.55089 0.00002 0.09630 0.00011
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 43.90154 42.78304 43.95576 43.20571 44.06246 43.10215
Peak Runoff Rate (cms). 0.77074 0.55070 0.55089 0.02260 0.09630 0.09251
Unit Runoff (mm/hr).... 164.57672 118.28743 180.15610 205.05774 205.62027 186.56685
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).... 44.00000 44.00000 44.00000 44.00000 44.00000 44.00000
Max Intensity (mm/hr).. 205.92000 205.92000 205.92000 205.92000 205.92000 205.92000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 42.94167 0.00000 43.04830 0.00000 43.08287
Total Losses (mm)...... 0.00000 0.87056 0.00000 0.86089 0.00000 0.85515
Remaining Depth (mm)... 0.00000 0.18777 0.00000 0.09082 0.00000 0.06198
Peak Runoff Rate (cms). 0.00000 0.83205 0.00000 0.51588 0.00000 0.14799
Total Impervious Area
---------------------
Total Runoff Depth (mm) 43.98477 44.15862 43.78320 44.09945 44.07195 44.07547
Peak Runoff Rate (cms). 0.11979 0.13326 0.25563 0.26890 0.03410 0.13821
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 43.98477 44.15862 43.78320 44.09945 44.07195 44.07547
Peak Runoff Rate (cms). 0.11979 0.13326 0.25563 0.26890 0.03410 0.13821
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 43.98477 43.06336 43.78320 43.36364 44.07195 43.52954
Peak Runoff Rate (cms). 0.11979 0.96531 0.25563 0.78478 0.03410 0.28621
Unit Runoff (mm/hr).... 189.05673 150.39094 138.49924 181.45013 206.28080 192.39547
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... 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).... 44.00000 44.00000 44.00000 44.00000 44.00000 44.00000
Max Intensity (mm/hr).. 205.92000 205.92000 205.92000 205.92000 205.92000 205.92000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 43.03514 0.00000 43.03027 0.00000 42.73056
Total Losses (mm)...... 0.00000 0.86258 0.00000 0.86316 0.00000 0.87860
Remaining Depth (mm)... 0.00000 0.10227 0.00000 0.10657 0.00000 0.39084
Peak Runoff Rate (cms). 0.00000 0.39683 0.00000 0.51396 0.00000 0.88536
Total Impervious Area
---------------------
Total Runoff Depth (mm) 43.98203 44.08009 43.99791 44.14772 44.03262 44.01819
Peak Runoff Rate (cms). 0.36814 0.26504 0.60068 0.00066 0.06664 0.00164
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 43.98203 44.08009 43.99791 44.14772 44.03262 44.01819
Peak Runoff Rate (cms). 0.36814 0.26504 0.60068 0.00066 0.06664 0.00164
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 43.98203 43.40087 43.99791 43.03139 44.03262 42.73185
Peak Runoff Rate (cms). 0.36814 0.66187 0.60068 0.51462 0.06664 0.88700
Unit Runoff (mm/hr).... 188.22055 180.64755 192.96424 165.31599 201.58181 112.18962
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).... 44.00000 44.00000 44.00000 44.00000 44.00000 44.00000
Max Intensity (mm/hr).. 205.92000 205.92000 205.92000 205.92000 205.92000 205.92000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 42.98255 0.00000 39.43811 0.00000 43.02068
Total Losses (mm)...... 0.00000 0.86773 0.00000 0.88851 0.00000 0.86423
Remaining Depth (mm)... 0.00000 0.14972 0.00000 3.67337 0.00000 0.11509
Peak Runoff Rate (cms). 0.00000 0.84995 0.00000 0.29826 0.00000 0.79221
Total Impervious Area
---------------------
Total Runoff Depth (mm) 43.97653 44.16935 43.97653 44.02127 43.99372 44.07528
Peak Runoff Rate (cms). 0.12847 0.12812 0.20555 0.19641 0.52820 0.54146
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 43.97653 44.16935 43.97653 44.02127 43.99372 44.07528
Peak Runoff Rate (cms). 0.12847 0.12812 0.20555 0.19641 0.52820 0.54146
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 43.97653 43.10123 43.97653 39.89643 43.99372 43.38979
Peak Runoff Rate (cms). 0.12847 0.97807 0.20555 0.49467 0.52820 1.33367
Unit Runoff (mm/hr).... 186.53686 158.50145 186.53686 50.15884 191.73891 177.98724
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).... 44.00000 44.00000 44.00000 44.00000 44.00000 44.00000
Max Intensity (mm/hr).. 205.92000 205.92000 205.92000 205.92000 205.92000 205.92000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 43.13177 0.00000 43.09205 0.00000 43.12042
Total Losses (mm)...... 0.00000 0.84104 0.00000 0.85319 0.00000 0.84529
Remaining Depth (mm)... 0.00000 0.02719 0.00000 0.05475 0.00000 0.03429
Peak Runoff Rate (cms). 0.00000 0.26924 0.00000 0.20733 0.00000 0.19587
Total Impervious Area
---------------------
Total Runoff Depth (mm) 44.04956 0.00000 44.04966 44.18730 44.04320 44.24740
Peak Runoff Rate (cms). 0.28138 0.00000 0.23074 0.00024 0.20172 0.00022
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 44.04956 0.00000 44.04966 44.18730 44.04320 44.24740
Peak Runoff Rate (cms). 0.28138 0.00797 0.23074 0.00024 0.20172 0.00022
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) 44.04956 43.13177 44.04966 43.09315 44.04320 43.12155
Peak Runoff Rate (cms). 0.28138 0.26924 0.23074 0.20757 0.20172 0.19609
Unit Runoff (mm/hr).... 204.28182 195.46906 204.29407 183.77508 203.40001 192.37738
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).... 44.00000 44.00000 44.00000 44.00000 44.00000 44.00000
Max Intensity (mm/hr).. 205.92000 205.92000 205.92000 205.92000 205.92000 205.92000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 43.04089 0.00000 43.05671 0.00000 42.98289
Total Losses (mm)...... 0.00000 0.86187 0.00000 0.85968 0.00000 0.86771
Remaining Depth (mm)... 0.00000 0.09724 0.00000 0.08361 0.00000 0.14940
Peak Runoff Rate (cms). 0.00000 0.31024 0.00000 0.15225 0.00000 0.15592
Total Impervious Area
---------------------
Total Runoff Depth (mm) 44.00076 44.16109 44.00457 44.12709 44.01306 44.10159
Peak Runoff Rate (cms). 0.35767 0.00039 0.16640 0.00019 0.07060 0.00021
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 44.00076 44.16109 44.00457 44.12709 44.01306 44.10159
Peak Runoff Rate (cms). 0.35767 0.00039 0.16640 0.00019 0.07060 0.00021
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 44.00076 43.04201 44.00457 43.05778 44.01306 42.98401
Peak Runoff Rate (cms). 0.35767 0.31063 0.16640 0.15243 0.07060 0.15613
Unit Runoff (mm/hr).... 193.78190 168.29953 194.85564 172.91721 197.13489 153.18208
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).... 44.00000 44.00000 44.00000 44.00000 44.00000 44.00000
Max Intensity (mm/hr).. 205.92000 205.92000 205.92000 205.92000 205.92000 205.92000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 42.95331 42.89625 43.06552 0.00000 42.99819
Total Losses (mm)...... 0.00000 0.86983 0.87302 0.85831 0.00000 0.86642
Remaining Depth (mm)... 0.00000 0.17687 0.23074 0.07618 0.00000 0.13540
Peak Runoff Rate (cms). 0.00000 0.16537 0.22151 0.29467 0.00000 0.09064
Total Impervious Area
---------------------
Total Runoff Depth (mm) 44.07481 44.21070 44.12367 44.14074 43.98340 44.11442
Peak Runoff Rate (cms). 0.02275 0.00010 0.00343 0.00036 0.10913 0.00012
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 44.07481 44.21070 44.12367 44.14074 43.98340 44.11442
Peak Runoff Rate (cms). 0.02275 0.00010 0.00343 0.00036 0.10913 0.00012
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 44.07481 42.95381 42.90852 43.06659 43.98340 42.99930
Peak Runoff Rate (cms). 0.02275 0.16546 0.22494 0.29503 0.10913 0.09076
Unit Runoff (mm/hr).... 206.43713 146.49683 136.09025 175.56739 188.63917 156.88904
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).... 44.00000 44.00000 44.00000 44.00000 44.00000 44.00000
Max Intensity (mm/hr).. 205.92000 205.92000 205.92000 205.92000 205.92000 205.92000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 43.08779 0.00000 43.02382 0.00000 43.00232
Total Losses (mm)...... 0.00000 0.85413 0.00000 0.86389 0.00000 0.86604
Remaining Depth (mm)... 0.00000 0.05808 0.00000 0.11229 0.00000 0.13164
Peak Runoff Rate (cms). 0.00000 0.21586 0.00000 0.33747 0.00000 0.51702
Total Impervious Area
---------------------
Total Runoff Depth (mm) 44.02716 44.17907 43.98715 44.14022 43.98065 44.11818
Peak Runoff Rate (cms). 0.23195 0.00025 0.38687 0.00044 0.62082 0.00069
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 44.02716 44.17907 43.98715 44.14022 43.98065 44.11818
Peak Runoff Rate (cms). 0.23195 0.00025 0.38687 0.00044 0.62082 0.00069
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) 44.02716 43.08888 43.98715 43.02494 43.98065 43.00343
Peak Runoff Rate (cms). 0.23195 0.21612 0.38687 0.33791 0.62082 0.51771
Unit Runoff (mm/hr).... 200.47366 182.44452 189.77520 163.55000 187.80093 157.92418
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).... 44.00000 44.00000 44.00000 44.00000 44.00000 44.00000
Max Intensity (mm/hr).. 205.92000 205.92000 205.92000 205.92000 205.92000 205.92000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 43.02606 0.00000 43.13521 0.00000 43.11395
Total Losses (mm)...... 0.00000 0.86364 0.00000 0.83959 0.00000 0.84740
Remaining Depth (mm)... 0.00000 0.11030 0.00000 0.02520 0.00000 0.03865
Peak Runoff Rate (cms). 0.00000 0.19420 0.00000 0.07025 0.00000 0.10483
Total Impervious Area
---------------------
Total Runoff Depth (mm) 43.99718 44.14277 44.05926 44.27783 44.04320 44.23324
Peak Runoff Rate (cms). 0.22302 0.00025 0.06788 0.00008 0.11207 0.00012
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 43.99718 44.14277 44.05926 44.27783 44.04320 44.23324
Peak Runoff Rate (cms). 0.22302 0.00025 0.06788 0.00008 0.11207 0.00012
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 43.99718 43.02717 44.05926 43.13635 44.04320 43.11507
Peak Runoff Rate (cms). 0.22302 0.19445 0.06788 0.07032 0.11207 0.10495
Unit Runoff (mm/hr).... 192.75240 164.15766 205.34001 196.36854 203.40001 190.48874
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
250.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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| ################## |
200.000 = # # =
| # # |
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| # # |
| # # |
| # # |
150.000 = ################# # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
| # # |
100.000 = # # =
| # # |
################## # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
50.000 # ################## =
# # |
# # |
# ################# |
# # |
# # |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
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Full text of sections 2 to 4 (of 6)
Section 2
N : 0.150 to Station 5.2 Max Topwidth : 13.62 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.43E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 1.44 m^2
Max right bank area : 3.48 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.05 m^2
Natural Cross-Section information for Channel L5
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 10.0 meters. Maximum Elevation : 100.98 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.00 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.150 to Station 6.0 Max Topwidth : 15.64 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.63E+01 m
" " : 0.150 Beyond Station 13.9 Max left bank area : 2.88 m^2
Max right bank area : 0.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 12.20 m^2
Natural Cross-Section information for Channel L6
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.2 meters. Maximum Elevation : 100.67 meters.
Main Channel Length : 10.2 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.2 meters. Maximum Section Area : 17.13 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.075 to Station 9.5 Max Topwidth : 17.63 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.81E+01 m
" " : 0.050 Beyond Station 14.0 Max left bank area : 5.82 m^2
Max right bank area : 3.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.70 m^2
Natural Cross-Section information for Channel L7
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 10.5 meters. Maximum Elevation : 100.57 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 28.49 m^2.
Maximum hydraulic radius : 1.26 meters.
Manning N : 0.100 to Station 5.9 Max Topwidth : 22.07 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.27E+01 m
" " : 0.050 Beyond Station 17.0 Max left bank area : 2.52 m^2
Max right bank area : 4.76 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.20 m^2
Natural Cross-Section information for Channel L8
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.99 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 31.45 m^2.
Maximum hydraulic radius : 1.34 meters.
Manning N : 0.100 to Station 6.9 Max Topwidth : 22.84 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.34E+01 m
" " : 0.050 Beyond Station 25.3 Max left bank area : 0.80 m^2
Max right bank area : 0.84 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 29.81 m^2
Natural Cross-Section information for Channel L9
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.75 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.63 m^2.
Maximum hydraulic radius : 0.58 meters.
Manning N : 0.100 to Station 19.3 Max Topwidth : 31.87 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 3.20E+01 m
" " : 0.050 Beyond Station 29.7 Max left bank area : 10.56 m^2
Max right bank area : 0.85 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.22 m^2
Natural Cross-Section information for Channel L10
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.30 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 34.08 m^2.
Maximum hydraulic radius : 1.21 meters.
Manning N : 0.100 to Station 12.5 Max Topwidth : 27.76 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.82E+01 m
" " : 0.100 Beyond Station 19.7 Max left bank area : 7.97 m^2
Max right bank area : 11.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.40 m^2
Natural Cross-Section information for Channel L11
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.40 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 24.31 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.100 to Station 9.4 Max Topwidth : 23.40 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 18.3 Max left bank area : 4.50 m^2
Max right bank area : 5.17 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.64 m^2
Natural Cross-Section information for Channel L12
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.30 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 27.23 m^2.
Maximum hydraulic radius : 1.20 meters.
Manning N : 0.100 to Station 9.0 Max Topwidth : 22.04 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.26E+01 m
" " : 0.050 Beyond Station 20.5 Max left bank area : 3.20 m^2
Max right bank area : 2.75 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.27 m^2
Natural Cross-Section information for Channel L13
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 17.5 meters. Maximum Elevation : 97.98 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.75 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 25.57 m^2.
Maximum hydraulic radius : 0.74 meters.
Manning N : 0.100 to Station 7.9 Max Topwidth : 33.67 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 3.44E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 3.36 m^2
Max right bank area : 3.87 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.34 m^2
Natural Cross-Section information for Channel L14
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 97.89 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 13.80 m^2.
Maximum hydraulic radius : 0.51 meters.
Manning N : 0.075 to Station 4.4 Max Topwidth : 26.90 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 6.4 Max left bank area : 0.47 m^2
Max right bank area : 12.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.17 m^2
Natural Cross-Section information for Channel L15
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 13.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 13.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 13.0 meters. Maximum Section Area : 22.93 m^2.
Maximum hydraulic radius : 0.99 meters.
Manning N : 0.150 to Station 6.5 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.31E+01 m
" " : 0.150 Beyond Station 13.0 Max left bank area : 6.03 m^2
Max right bank area : 7.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.65 m^2
Natural Cross-Section information for Channel L24
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 20.0 meters. Maximum Elevation : 95.89 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.14 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.150 to Station 5.6 Max Topwidth : 18.86 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.97E+01 m
" " : 0.150 Beyond Station 17.6 Max left bank area : 4.14 m^2
Max right bank area : 1.42 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.58 m^2
Natural Cross-Section information for Channel L25
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 16.0 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 33.70 m^2.
Maximum hydraulic radius : 1.56 meters.
Manning N : 0.150 to Station 4.7 Max Topwidth : 20.62 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.16E+01 m
" " : 0.150 Beyond Station 12.6 Max left bank area : 5.47 m^2
Max right bank area : 9.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.45 m^2
Natural Cross-Section information for Channel L26
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 15.0 meters. Maximum Elevation : 95.80 meters.
Main Channel Length : 15.0 meters. Maximum depth : 3.00 meters.
Right Overbank Length : 15.0 meters. Maximum Section Area : 32.14 m^2.
Maximum hydraulic radius : 1.74 meters.
Manning N : 0.150 to Station 5.2 Max Topwidth : 16.49 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.85E+01 m
" " : 0.150 Beyond Station 15.0 Max left bank area : 4.31 m^2
Max right bank area : 2.97 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 24.86 m^2
Natural Cross-Section information for Channel L27
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.5 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 14.5 meters. Maximum depth : 3.50 meters.
Right Overbank Length : 14.5 meters. Maximum Section Area : 59.54 m^2.
Maximum hydraulic radius : 1.93 meters.
Manning N : 0.150 to Station 10.3 Max Topwidth : 28.97 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.09E+01 m
" " : 0.150 Beyond Station 18.8 Max left bank area : 10.14 m^2
Max right bank area : 23.29 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 26.10 m^2
Natural Cross-Section information for Channel L28
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 134.0 meters. Maximum Elevation : 120.20 meters.
Main Channel Length : 134.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 134.0 meters. Maximum Section Area : 59.24 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 54.40 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.46E+01 m
" " : 0.100 Beyond Station 50.0 Max left bank area : 7.20 m^2
Max right bank area : 7.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.80 m^2
Natural Cross-Section information for Channel L29
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 158.0 meters. Maximum Elevation : 110.70 meters.
Main Channel Length : 158.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 158.0 meters. Maximum Section Area : 50.05 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 50.70 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.09E+01 m
" " : 0.100 Beyond Station 48.0 Max left bank area : 2.94 m^2
Max right bank area : 2.21 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.90 m^2
Natural Cross-Section information for Channel L30
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 150.0 meters. Maximum Elevation : 102.10 meters.
Main Channel Length : 150.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 150.0 meters. Maximum Section Area : 48.61 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 42.75 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.32E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 6.05 m^2
Max right bank area : 1.51 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 41.05 m^2
Natural Cross-Section information for Channel L31
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 89.0 meters. Maximum Elevation : 97.00 meters.
Main Channel Length : 89.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 89.0 meters. Maximum Section Area : 44.72 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 41.50 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.19E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 5.00 m^2
Max right bank area : 1.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.47 m^2
Natural Cross-Section information for Channel L32
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 21.0 meters. Maximum Elevation : 95.70 meters.
Main Channel Length : 21.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 21.0 meters. Maximum Section Area : 10.12 m^2.
Maximum hydraulic radius : 0.59 meters.
Manning N : 0.125 to Station 9.3 Max Topwidth : 16.73 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.125 Beyond Station 15.5 Max left bank area : 2.68 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.82 m^2
Natural Cross-Section information for Channel L33
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 10.0 meters. Maximum Elevation : 98.41 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.90 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.46 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.150 to Station 11.8 Max Topwidth : 34.05 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.46E+01 m
" " : 0.150 Beyond Station 16.8 Max left bank area : 6.19 m^2
Max right bank area : 6.37 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.90 m^2
Natural Cross-Section information for Channel L34
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 17.5 meters. Maximum Elevation : 96.05 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 35.88 m^2.
Maximum hydraulic radius : 1.40 meters.
Manning N : 0.125 to Station 4.0 Max Topwidth : 24.90 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 2.56E+01 m
" " : 0.125 Beyond Station 20.5 Max left bank area : 3.49 m^2
Max right bank area : 4.65 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 27.74 m^2
Natural Cross-Section information for Channel L35
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 21.5 meters. Maximum Elevation : 95.93 meters.
Main Channel Length : 21.5 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 21.5 meters. Maximum Section Area : 63.01 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.125 to Station 9.0 Max Topwidth : 37.44 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.82E+01 m
" " : 0.125 Beyond Station 29.4 Max left bank area : 9.39 m^2
Max right bank area : 8.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.38 m^2
Natural Cross-Section information for Channel L36
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 18.0 meters. Maximum Elevation : 96.15 meters.
Main Channel Length : 18.0 meters. Maximum depth : 3.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 83.85 m^2.
Maximum hydraulic radius : 2.18 meters.
Manning N : 0.125 to Station 5.7 Max Topwidth : 37.26 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.85E+01 m
" " : 0.125 Beyond Station 27.9 Max left bank area : 8.03 m^2
Max right bank area : 13.14 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 62.69 m^2
Natural Cross-Section information for Channel W2637
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 95.72 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 33.22 m^2.
Maximum hydraulic radius : 1.37 meters.
Manning N : 0.100 to Station 9.3 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.42E+01 m
" " : 0.100 Beyond Station 13.2 Max left bank area : 9.20 m^2
Max right bank area : 16.38 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.64 m^2
Natural Cross-Section information for Channel L37
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 23.5 meters. Maximum Elevation : 95.83 meters.
Main Channel Length : 23.5 meters. Maximum depth : 3.60 meters.
Right Overbank Length : 23.5 meters. Maximum Section Area : 64.56 m^2.
Maximum hydraulic radius : 2.08 meters.
Manning N : 0.150 to Station 7.2 Max Topwidth : 29.14 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.10E+01 m
" " : 0.150 Beyond Station 18.1 Max left bank area : 15.49 m^2
Max right bank area : 14.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 34.81 m^2
Natural Cross-Section information for Channel L38
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 14.0 meters. Maximum Elevation : 94.05 meters.
Main Channel Length : 14.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 23.65 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.150 to Station 25.5 Max Topwidth : 22.36 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.28E+01 m
" " : 0.150 Beyond Station 34.8 Max left bank area : 7.14 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.61 m^2
Natural Cross-Section information for Channel L39
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 10.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 4.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 102.10 m^2.
Maximum hydraulic radius : 1.89 meters.
Manning N : 0.150 to Station 21.0 Max Topwidth : 53.20 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.40E+01 m
" " : 0.150 Beyond Station 35.5 Max left bank area : 31.77 m^2
Max right bank area : 18.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 52.07 m^2
Natural Cross-Section information for Channel L41
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 54.5 meters. Maximum Elevation : 93.53 meters.
Main Channel Length : 54.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 54.5 meters. Maximum Section Area : 27.51 m^2.
Maximum hydraulic radius : 1.05 meters.
Manning N : 0.150 to Station 22.2 Max Topwidth : 25.25 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.62E+01 m
" " : 0.150 Beyond Station 34.5 Max left bank area : 4.58 m^2
Max right bank area : 2.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.54 m^2
Natural Cross-Section information for Channel 4243
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 93.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 38.48 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.150 to Station 29.5 Max Topwidth : 37.34 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 3.77E+01 m
" " : 0.150 Beyond Station 36.0 Max left bank area : 19.72 m^2
Max right bank area : 7.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.38 m^2
Natural Cross-Section information for Channel 4344
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 50.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 36.14 m^2.
Maximum hydraulic radius : 1.12 meters.
Manning N : 0.100 to Station 30.0 Max Topwidth : 31.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 3.23E+01 m
" " : 0.150 Beyond Station 35.4 Max left bank area : 21.11 m^2
Max right bank area : 5.31 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.72 m^2
Natural Cross-Section information for Channel 6869
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 20.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 68.81 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.050 to Station 22.8 Max Topwidth : 63.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 6.37E+01 m
" " : 0.050 Beyond Station 41.8 Max left bank area : 7.78 m^2
Max right bank area : 22.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.29 m^2
Natural Cross-Section information for Channel 4445
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 33.0 meters. Maximum Elevation : 92.54 meters.
Main Channel Length : 33.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 45.62 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.080 to Station 4.6 Max Topwidth : 26.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 2.76E+01 m
" " : 0.100 Beyond Station 34.4 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.62 m^2
Natural Cross-Section information for Channel 4546
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 25.0 meters. Maximum Elevation : 91.88 meters.
Main Channel Length : 25.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 31.80 m^2.
Maximum hydraulic radius : 1.42 meters.
Manning N : 0.080 to Station 20.4 Max Topwidth : 21.43 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.24E+01 m
" " : 0.080 Beyond Station 24.1 Max left bank area : 21.27 m^2
Max right bank area : 2.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.00 m^2
Natural Cross-Section information for Channel 4647
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.21 m^2.
Maximum hydraulic radius : 1.28 meters.
Manning N : 0.080 to Station 11.2 Max Topwidth : 19.45 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.05E+01 m
" " : 0.080 Beyond Station 19.6 Max left bank area : 3.07 m^2
Max right bank area : 5.09 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.06 m^2
Natural Cross-Section information for Channel 4754
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 31.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 31.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 31.0 meters. Maximum Section Area : 43.02 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 21.5 Max Topwidth : 31.99 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.24E+01 m
" " : 0.050 Beyond Station 30.0 Max left bank area : 11.29 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.94 m^2
Natural Cross-Section information for Channel 4849
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 12.0 meters. Maximum Elevation : 92.61 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 29.93 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.060 to Station 21.7 Max Topwidth : 31.21 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.15E+01 m
" " : 0.060 Beyond Station 30.0 Max left bank area : 6.62 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.20 m^2
Natural Cross-Section information for Channel 5051
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 19.0 meters. Maximum Elevation : 92.23 meters.
Main Channel Length : 19.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 19.0 meters. Maximum Section Area : 23.25 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning N : 0.050 to Station 15.3 Max Topwidth : 23.25 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.40E+01 m
" " : 0.020 Beyond Station 26.9 Max left bank area : 4.31 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.70 m^2
Natural Cross-Section information for Channel 5253
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.71 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 23.17 m^2.
Maximum hydraulic radius : 0.89 meters.
Manning N : 0.060 to Station 11.6 Max Topwidth : 25.37 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 2.59E+01 m
" " : 0.050 Beyond Station 17.2 Max left bank area : 5.11 m^2
Max right bank area : 7.41 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.65 m^2
Natural Cross-Section information for Channel 5354
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 29.0 meters. Maximum Elevation : 91.85 meters.
Main Channel Length : 29.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 29.0 meters. Maximum Section Area : 71.49 m^2.
Maximum hydraulic radius : 1.96 meters.
Manning N : 0.050 to Station 10.2 Max Topwidth : 34.55 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.65E+01 m
" " : 0.050 Beyond Station 30.3 Max left bank area : 13.94 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 49.45 m^2
Natural Cross-Section information for Channel 5462
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 12.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5657
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 6.0 meters. Maximum Elevation : 99.93 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 11.80 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 29.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 3.06E+01 m
" " : 0.020 Beyond Station 29.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.77 m^2
Natural Cross-Section information for Channel 5758
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 50.0 meters. Maximum Elevation : 96.33 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 8.48 m^2.
Maximum hydraulic radius : 0.44 meters.
Manning N : 0.035 to Station 5.0 Max Topwidth : 19.25 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.94E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 0.52 m^2
Max right bank area : 0.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.42 m^2
Natural Cross-Section information for Channel 5859
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 18.0 meters. Maximum Elevation : 93.06 meters.
Main Channel Length : 18.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 8.33 m^2.
Maximum hydraulic radius : 0.50 meters.
Manning N : 0.080 to Station 6.1 Max Topwidth : 16.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 1.66E+01 m
" " : 0.080 Beyond Station 13.9 Max left bank area : 1.18 m^2
Max right bank area : 0.46 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.69 m^2
Natural Cross-Section information for Channel 5960
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 17.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 17.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 17.0 meters. Maximum Section Area : 10.75 m^2.
Maximum hydraulic radius : 0.70 meters.
Manning N : 0.060 to Station 8.1 Max Topwidth : 15.19 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.54E+01 m
" " : 0.060 Beyond Station 16.0 Max left bank area : 2.03 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.48 m^2
Natural Cross-Section information for Channel 6061
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 11.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 11.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 16.68 m^2.
Maximum hydraulic radius : 0.72 meters.
Manning N : 0.050 to Station 14.6 Max Topwidth : 22.60 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.32E+01 m
" " : 0.050 Beyond Station 26.5 Max left bank area : 1.86 m^2
Max right bank area : 3.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.29 m^2
Natural Cross-Section information for Channel 6162
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 30.0 meters. Maximum Elevation : 91.94 meters.
Main Channel Length : 30.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 17.83 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.100 to Station 8.0 Max Topwidth : 15.09 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.100 Beyond Station 11.3 Max left bank area : 9.45 m^2
Max right bank area : 3.19 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.20 m^2
Natural Cross-Section information for Channel 6465
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 32.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 32.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 32.0 meters. Maximum Section Area : 36.81 m^2.
Maximum hydraulic radius : 0.91 meters.
Manning N : 0.050 to Station 29.2 Max Topwidth : 39.74 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 4.06E+01 m
" " : 0.050 Beyond Station 42.4 Max left bank area : 7.10 m^2
Max right bank area : 5.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.97 m^2
Natural Cross-Section information for Channel 6566
=====================================================
Cross-Section ID (from X1 card) : 53.0 Channel sequence number : 53
Left Overbank Length : 35.0 meters. Maximum Elevation : 90.35 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 33.29 m^2.
Maximum hydraulic radius : 1.19 meters.
Manning N : 0.060 to Station 4.6 Max Topwidth : 26.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.060 Beyond Station 16.8 Max left bank area : 0.84 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 19.66 m^2
Natural Cross-Section information for Channel 6667
=====================================================
Cross-Section ID (from X1 card) : 54.0 Channel sequence number : 54
Left Overbank Length : 50.0 meters. Maximum Elevation : 90.01 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 63.57 m^2.
Maximum hydraulic radius : 1.27 meters.
Manning N : 0.100 to Station 24.2 Max Topwidth : 49.51 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.01E+01 m
" " : 0.100 Beyond Station 33.2 Max left bank area : 30.90 m^2
Max right bank area : 13.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.76 m^2
Natural Cross-Section information for Channel L595
=====================================================
Cross-Section ID (from X1 card) : 55.0 Channel sequence number : 55
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5556ova
=====================================================
Cross-Section ID (from X1 card) : 56.0 Channel sequence number : 56
Left Overbank Length : 16.0 meters. Maximum Elevation : 100.16 meters.
Main Channel Length : 16.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 2.16 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.37E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.47 m^2
Natural Cross-Section information for Channel 5663ova
=====================================================
Cross-Section ID (from X1 card) : 57.0 Channel sequence number : 57
Left Overbank Length : 83.0 meters. Maximum Elevation : 99.86 meters.
Main Channel Length : 83.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 83.0 meters. Maximum Section Area : 2.35 m^2.
Maximum hydraulic radius : 0.31 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.47E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.65 m^2
Natural Cross-Section information for Channel 6364ova
=====================================================
Cross-Section ID (from X1 card) : 58.0 Channel sequence number : 58
Left Overbank Length : 110.0 meters. Maximum Elevation : 91.50 meters.
Main Channel Length : 110.0 meters. Maximum depth : 1.80 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 17.80 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 0.1 Max Topwidth : 9.98 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.34E+01 m
" " : 0.050 Beyond Station 9.9 Max left bank area : 0.08 m^2
Max right bank area : 0.08 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.64 m^2
Natural Cross-Section information for Channel 6264ova
=====================================================
Cross-Section ID (from X1 card) : 59.0 Channel sequence number : 59
Left Overbank Length : 10.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 32.95 m^2.
Maximum hydraulic radius : 0.54 meters.
Manning N : 0.020 to Station 44.6 Max Topwidth : 60.87 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 6.09E+01 m
" " : 0.020 Beyond Station 55.0 Max left bank area : 17.69 m^2
Max right bank area : 7.05 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.22 m^2
Natural Cross-Section information for Channel 6768ova
=====================================================
Cross-Section ID (from X1 card) : 60.0 Channel sequence number : 60
Left Overbank Length : 10.0 meters. Maximum Elevation : 90.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.60 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.36 m^2.
Maximum hydraulic radius : 0.40 meters.
Manning N : 0.020 to Station 31.1 Max Topwidth : 45.35 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 4.54E+01 m
" " : 0.020 Beyond Station 41.8 Max left bank area : 5.22 m^2
Max right bank area : 6.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.37 m^2
Natural Cross-Section information for Channel 4950ova
=====================================================
Cross-Section ID (from X1 card) : 61.0 Channel sequence number : 61
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.53 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 4.47 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.020 to Station 19.5 Max Topwidth : 12.87 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.29E+01 m
" " : 0.050 Beyond Station 21.5 Max left bank area : 1.56 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.00 m^2
Natural Cross-Section information for Channel 5152ova
=====================================================
Cross-Section ID (from X1 card) : 62.0 Channel sequence number : 62
Left Overbank Length : 0.0 meters. Maximum Elevation : 91.53 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 0.0 meters. Maximum Section Area : 5.30 m^2.
Maximum hydraulic radius : 0.34 meters.
Manning N : 0.020 to Station 18.4 Max Topwidth : 15.44 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.55E+01 m
" " : 0.050 Beyond Station 20.4 Max left bank area : 1.83 m^2
Max right bank area : 2.47 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.00 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 L1 10.5000 Natural 12.7946 0.1500 15.5720 2.0000
2 L2 11.0000 Natural 14.7632 0.1500 16.1400 2.0000
3 L3 16.0000 Natural 15.5500 0.1500 19.3000 2.0000
4 L4 16.0000 Natural 13.9661 0.1500 13.6217 2.0000
5 L5 10.0000 Natural 15.9956 0.1500 15.6420 2.0000
6 L6 10.2000 Natural 17.1346 0.0350 17.6300 2.0000
7 L7 10.5000 Natural 28.4866 0.0350 22.0740 2.5000
8 L8 10.0000 Natural 31.4508 0.0350 22.8400 2.5000
9 L9 10.0000 Natural 18.6335 0.0750 31.8692 0.7500
10 L10 10.0000 Natural 34.0840 0.0750 27.7600 2.0000
11 L11 16.5000 Natural 24.3130 0.0350 23.4000 2.0000
12 L12 16.5000 Natural 27.2300 0.0350 22.0400 2.5000
13 L13 17.5000 Natural 25.5693 0.0350 33.6725 2.7500
14 L14 10.0000 Natural 13.8030 0.0750 26.8997 0.8000
15 L15 13.0000 Natural 22.9295 0.1000 22.8000 1.5000
16 L24 20.0000 Natural 26.1403 0.1000 18.8590 2.0000
17 L25 16.0000 Natural 33.6984 0.1000 20.6240 2.5000
18 L26 15.0000 Natural 32.1404 0.1000 16.4864 3.0000
19 L27 14.5000 Natural 59.5391 0.0500 28.9672 3.5000
20 L28 134.0000 Natural 59.2400 0.1000 54.4000 2.0000
21 L29 158.0000 Natural 50.0450 0.1000 50.7000 2.0000
22 L30 150.0000 Natural 48.6125 0.1000 42.7500 2.0000
23 L31 89.0000 Natural 44.7250 0.1000 41.5000 2.0000
24 L32 21.0000 Natural 10.1161 0.1250 16.7273 1.5000
25 L33 10.0000 Natural 16.4626 0.1500 34.0539 0.9000
26 L34 17.5000 Natural 35.8755 0.1250 24.9000 2.0000
27 L35 21.5000 Natural 63.0121 0.1250 37.4400 2.8000
28 L36 18.0000 Natural 83.8531 0.0450 37.2584 3.4000
29 W2637 10.0000 Natural 33.2189 0.1000 22.8010 2.0000
30 L37 23.5000 Natural 64.5551 0.0450 29.1404 3.6000
31 L38 14.0000 Natural 23.6525 0.0450 22.3600 2.0000
32 L39 10.0000 Natural 102.1000 0.1000 53.2000 4.0000
33 L41 54.5000 Natural 27.5142 0.1000 25.2470 2.0000
34 4243 60.0000 Natural 38.4834 0.0800 37.3371 2.0000
35 4344 50.0000 Natural 36.1351 0.0700 31.8345 2.0000
36 6869 20.0000 Natural 68.8075 0.1500 63.3000 2.8000
37 4445 33.0000 Natural 45.6166 0.0700 26.8298 2.5000
38 4546 25.0000 Natural 31.8041 0.0500 21.4302 2.5000
39 4647 20.0000 Natural 26.2146 0.0500 19.4487 2.5000
40 4754 31.0000 Natural 43.0242 0.0500 31.9892 2.5000
41 4849 12.0000 Natural 29.9272 0.0500 31.2122 2.0000
42 5051 19.0000 Natural 23.2471 0.0500 23.2480 2.0000
43 5253 20.0000 Natural 23.1711 0.0300 25.3746 2.0000
44 5354 29.0000 Natural 71.4872 0.0500 34.5500 2.5000
45 5462 12.0000 Natural 80.9524 0.0800 54.8133 2.5000
46 5657 6.0000 Natural 11.8046 0.0200 29.9699 0.4000
47 5758 50.0000 Natural 8.4766 0.0350 19.2488 0.5000
48 5859 18.0000 Natural 8.3270 0.0600 16.3043 1.0000
49 5960 17.0000 Natural 10.7492 0.0500 15.1869 1.0000
50 6061 11.0000 Natural 16.6826 0.0500 22.6016 1.0000
51 6162 30.0000 Natural 17.8324 0.0500 15.0872 2.0000
52 6465 32.0000 Natural 36.8073 0.0500 39.7362 2.4000
53 6566 35.0000 Natural 33.2935 0.0600 26.3003 2.4000
54 6667 50.0000 Natural 63.5716 0.0800 49.5077 2.4000
55 L595 6.0000 Natural 80.9524 0.0800 54.8133 2.5000
56 L598 6.0000 Rectangle 0.5400 0.0140 1.2000 0.4500
57 5556ova 16.0000 Natural 2.1643 0.0200 7.0117 0.5000
58 5556unda 16.0000 Circular 0.1104 0.0140 0.3750 0.3750
59 5663ova 83.0000 Natural 2.3506 0.0200 7.0119 0.5000
60 5663und 83.0000 Circular 0.1104 0.0140 0.3750 0.3750
61 6364ova 110.0000 Natural 17.8020 0.0500 9.9800 1.8000
62 6364und 110.0000 Circular 0.1590 0.0140 0.4500 0.4500
63 6264ova 10.0000 Natural 32.9482 0.0200 60.8685 0.8000
64 6264und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
65 6768ova 10.0000 Natural 18.3644 0.0200 45.3522 0.6000
66 6768und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
67 4950ova 6.0000 Natural 4.4704 0.0200 12.8740 0.5000
68 4950und 6.0000 Rectangle 1.3500 0.0120 3.0000 0.4500
69 5152ova 6.0000 Natural 5.3035 0.0200 15.4430 0.5000
70 5152und 6.0000 Rectangle 2.4750 0.0120 3.0000 0.8250
Total length of all conduits .... 2056.2000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
L598 1.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5556unda 1.0000 0.0000 0.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5663und 1.0000 0.5000 1.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6364und 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6264und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6768und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4950und 2.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5152und 2.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
L1 1.35 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L2 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L3 0.88
L4 0.99
L5 1.58 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L6 1.51 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L7 1.69 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L8 1.84 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L9 1.20 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L10 1.73 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L11 0.97
L12 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L13 0.78
L14 1.12 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L15 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L24 0.92
L25 1.25 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L26 1.46 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L27 1.55 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L28 0.12
L29 0.10
L30 0.11
L31 0.18
L32 0.58
L33 1.09 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L34 1.07 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L35 0.94
L36 1.30 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
W2637 1.89 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L37 0.99
L38 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L39 2.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L41 0.30
4243 0.26
4344 0.33
6869 0.82
4445 0.62
4546 0.76
4647 0.91
4754 0.59
4849 1.28 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5051 0.82
5253 0.75
5354 0.78
5462 1.59 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5657 1.64 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5758 0.21
5859 0.62
5960 0.77
6061 1.22 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6162 0.57
6465 0.47
6566 0.50
6667 0.35
L595 3.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L598 1.75 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5556ova 0.54
5556unda 0.60
5663ova 0.11
5663und 0.12
6364ova 0.19
6364und 0.10
6264ova 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6264und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6768ova 1.00
6768und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950ova 1.54 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950und 1.75 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5152ova 1.53 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5152und 2.37 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 6.6417E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...L39 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N1 110.0000 104.8300 102.8300 0.0000 0.0100 100.0000
2 N2 110.0000 103.7100 101.7100 0.0000 0.0100 100.0000
3 N3 110.0000 102.3800 100.3800 0.0000 0.0100 100.0000
4 N4 110.0000 101.4600 99.4600 0.0000 0.0100 100.0000
5 N5 110.0000 101.0400 99.0400 0.0000 0.1950 100.0000
6 N6 110.0000 100.8600 98.8600 0.0000 0.3740 100.0000
7 N7 110.0000 100.8300 98.3300 0.0000 0.9030 100.0000
8 N8 110.0000 100.3000 97.8000 0.0000 1.4320 100.0000
9 N9 110.0000 99.9700 97.3700 0.0000 1.8610 100.0000
10 N10 110.0000 100.7000 97.0000 0.0000 1.7100 100.0000
11 N11 110.0000 98.7000 96.7000 0.0000 0.4440 100.0000
12 N12 110.0000 98.6000 96.1000 0.0000 1.0430 100.0000
13 N13 110.0000 98.2500 95.5000 0.0000 1.6420 100.0000
14 N14 110.0000 97.9400 94.9500 0.0000 2.1910 100.0000
15 N15 110.0000 97.9300 94.4600 0.0000 0.0100 100.0000
16 N24 110.0000 96.0300 94.0300 0.0000 0.0100 100.0000
17 N25 110.0000 96.0900 93.5900 0.0000 0.0100 100.0000
18 N26 110.0000 95.8500 92.8500 0.0000 0.0100 100.0000
19 N27 110.0000 96.2400 92.7400 0.0000 0.0100 100.0000
20 N28 130.0000 122.5000 120.5000 0.0000 0.0100 100.0000
21 N29 120.0000 115.5000 113.5000 0.0000 0.0100 100.0000
22 N30 110.0000 107.5000 105.5000 0.0000 0.0100 100.0000
23 N31 110.0000 99.5000 97.5000 0.0000 0.0100 100.0000
24 N32 110.0000 96.8000 94.8000 0.0000 0.0100 100.0000
25 N33 110.0000 98.4100 97.5100 0.0000 0.0100 100.0000
26 N34 110.0000 98.0200 94.0700 0.0000 0.0100 100.0000
27 N35 110.0000 96.7700 93.9700 0.0000 0.0100 100.0000
28 N36 110.0000 96.3800 92.9800 0.0000 0.0100 100.0000
29 N37 110.0000 95.9100 92.3100 0.0000 0.0100 100.0000
30 N38 110.0000 95.6000 92.0000 0.0000 0.2100 100.0000
31 N39 110.0000 95.9800 91.9800 0.0000 0.2200 100.0000
32 N41 110.0000 96.1800 91.8800 0.0000 0.3100 100.0000
33 N42 110.0000 93.4800 91.4800 0.0000 0.0000 100.0000
34 N43 110.0000 92.6500 90.6500 0.0000 0.0000 100.0000
35 N44 110.0000 92.5000 90.0000 0.0000 0.0000 100.0000
36 N45 110.0000 92.2000 89.7000 0.0000 0.0000 100.0000
37 N69 110.0000 90.4800 87.6800 0.0000 0.0000 100.0000
38 N46 110.0000 91.8400 89.3400 0.0000 0.0000 100.0000
39 N47 100.0000 91.8200 89.3200 0.0000 0.0000 100.0000
40 N48 99.0000 92.5800 90.5800 0.0000 0.0000 100.0000
41 N49 99.0000 92.4100 90.3500 0.0000 0.0000 100.0000
42 N50 99.0000 92.3300 90.3300 0.0000 0.0000 100.0000
43 N51 99.0000 92.0700 89.9600 0.0000 0.0000 100.0000
44 N52 99.0000 91.9300 89.9300 0.0000 0.0000 100.0000
45 N53 99.0000 92.0300 89.5300 0.0000 0.0000 100.0000
46 N54 99.0000 91.7600 89.1800 0.0000 0.0000 100.0000
47 N55 110.0000 100.3500 98.9200 0.0000 0.0000 100.0000
48 N56 110.0000 99.9300 98.4000 0.0000 0.0000 100.0000
49 N57 110.0000 99.7300 99.2300 0.0000 0.0000 100.0000
50 N58 99.0000 93.4400 92.4400 0.0000 0.0000 100.0000
51 N59 99.0000 92.6000 91.6000 0.0000 0.0000 100.0000
52 N60 99.0000 92.1600 91.1600 0.0000 0.0000 100.0000
53 N61 99.0000 92.5000 90.5000 0.0000 0.0000 100.0000
54 N62 99.0000 91.4200 88.9200 0.0000 0.0000 100.0000
55 N63 99.0000 98.8000 95.7500 0.0000 0.0000 100.0000
56 N64 99.0000 91.7000 88.6300 0.0000 0.0000 100.0000
57 N65 99.0000 90.4800 88.0800 0.0000 0.0000 100.0000
58 N66 99.0000 90.1800 87.7800 0.0000 0.0000 100.0000
59 N67 99.0000 90.0100 87.6100 0.0000 0.0000 100.0000
60 N68 99.0000 90.6400 87.8400 0.0000 0.0000 100.0000
61 D1 110.0000 91.6800 88.7500 0.0000 0.0000 100.0000
62 N60.7 100.0000 91.7000 90.6000 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N1 -258138.4400 158442.2000 No Ponding Normal 0 0.0000
2 N2 -257535.0400 158056.4000 No Ponding Normal 0 0.0000
3 N3 -256737.3050 157774.9000 No Ponding Normal 0 0.0000
4 N4 -255855.7450 157411.1000 No Ponding Normal 0 0.0000
5 N5 -255565.3300 156526.7000 No Ponding Normal 0 0.0000
6 N6 -254993.6350 155868.8500 No Ponding Normal 0 0.0000
7 N7 -254219.4500 155466.0000 No Ponding Normal 0 0.0000
8 N8 -253506.3100 155120.4000 No Ponding Normal 0 0.0000
9 N9 -253005.0350 154930.9000 No Ponding Normal 0 0.0000
10 N10 -252278.6200 155323.5000 No Ponding Normal 0 0.0000
11 N11 -252027.9150 154446.1000 No Ponding Normal 0 0.0000
12 N12 -251376.9400 153954.7000 No Ponding Normal 0 0.0000
13 N13 -250809.7400 153415.1000 No Ponding Normal 0 0.0000
14 N14 -250231.6100 153129.4000 No Ponding Normal 0 0.0000
15 N15 -249536.9500 152980.9000 No Ponding Normal 0 0.0000
16 N24 -248716.0200 152809.4000 No Ponding Normal 0 0.0000
17 N25 -248132.6250 153708.1500 No Ponding Normal 0 0.0000
18 N26 -247569.7300 153701.1000 No Ponding Normal 0 0.0000
19 N27 -246784.5300 154401.3000 No Ponding Normal 0 0.0000
20 N28 -257770.8350 147129.0000 No Ponding Normal 0 0.0000
21 N29 -256212.6250 149106.3000 No Ponding Normal 0 0.0000
22 N30 -253986.6250 149415.1000 No Ponding Normal 0 0.0000
23 N31 -251698.8200 149536.1000 No Ponding Normal 0 0.0000
24 N32 -249151.1100 149881.9000 No Ponding Normal 0 0.0000
25 N33 -248842.3350 151533.9000 No Ponding Normal 0 0.0000
26 N34 -248292.9300 150843.3000 No Ponding Normal 0 0.0000
27 N35 -247792.8000 151663.0000 No Ponding Normal 0 0.0000
28 N36 -247595.8100 152396.1000 No Ponding Normal 0 0.0000
29 N37 -247216.2250 153067.1000 No Ponding Normal 0 0.0000
30 N38 -246297.8400 153826.1500 No Ponding Normal 0 0.0000
31 N39 -245579.7100 153644.9000 No Ponding Normal 0 0.0000
32 N41 -244611.7300 153590.4000 No Ponding Normal 0 0.0000
33 N42 -243718.7000 153503.4500 No Ponding Normal 0 0.0000
34 N43 -242833.0250 153724.2000 No Ponding Normal 0 0.0000
35 N44 -241914.6000 153679.7000 No Ponding Normal 0 0.0000
36 N45 -241168.7250 154005.2000 No Ponding Normal 0 0.0000
37 N69 -231669.0050 158957.7000 No Ponding Normal 0 0.0000
38 N46 -240715.8350 154799.3000 No Ponding Normal 0 0.0000
39 N47 -239515.1400 155239.9000 No Ponding Normal 0 0.0000
40 N48 -241203.2450 151001.1000 No Ponding Normal 0 0.0000
41 N49 -240513.7400 151691.7000 No Ponding Normal 0 0.0000
42 N50 -239943.1250 152179.8000 No Ponding Normal 0 0.0000
43 N51 -239182.3050 152929.9500 No Ponding Normal 0 0.0000
44 N52 -238694.8500 153465.8000 No Ponding Normal 0 0.0000
45 N53 -238243.1250 154418.3000 No Ponding Normal 0 0.0000
46 N54 -238148.0200 155537.5000 No Ponding Normal 0 0.0000
47 N55 -242047.3200 160216.9000 No Ponding Normal 0 0.0000
48 N56 -241286.5000 160193.0000 No Ponding Normal 0 0.0000
49 N57 -240585.1000 159359.6000 No Ponding Normal 0 0.0000
50 N58 -240157.1150 158526.1000 No Ponding Normal 0 0.0000
51 N59 -239420.0350 158145.1000 No Ponding Normal 0 0.0000
52 N60 -238766.2100 157883.1000 No Ponding Normal 0 0.0000
53 N61 -237648.7200 157406.9000 No Ponding Normal 0 0.0000
54 N62 -236935.4300 155882.8000 No Ponding Normal 0 0.0000
55 N63 -237803.2450 160276.4000 No Ponding Normal 0 0.0000
56 N64 -235948.7200 156025.7000 No Ponding Normal 0 0.0000
57 N65 -234783.7050 156311.5000 No Ponding Normal 0 0.0000
58 N66 -233999.0450 156918.7000 No Ponding Normal 0 0.0000
59 N67 -233285.8050 158633.3000 No Ponding Normal 0 0.0000
60 N68 -232560.6150 158776.1500 No Ponding Normal 0 0.0000
61 D1 -236495.5500 155990.0000 No Ponding Normal 0 0.0000
62 N60.7 -238231.2300 157680.7000 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 L1 N1 N2 102.8300 101.7100 No Design
2 L2 N2 N3 101.7100 100.3800 No Design
3 L3 N3 N4 100.3800 99.4600 No Design
4 L4 N4 N5 99.4600 99.0400 No Design
5 L5 N5 N6 99.0400 98.8600 No Design
6 L6 N6 N7 98.8600 98.3300 No Design
7 L7 N7 N8 98.3300 97.8000 No Design
8 L8 N8 N9 97.8000 97.3700 No Design
9 L9 N9 N10 99.2200 99.2100 No Design
10 L10 N10 N11 98.7000 96.7000 No Design
11 L11 N11 N12 96.7000 96.1000 No Design
12 L12 N12 N13 96.1000 95.5000 No Design
13 L13 N13 N14 95.5000 94.9500 No Design
14 L14 N14 N15 97.1400 97.1300 No Design
15 L15 N15 N24 94.4600 94.0300 No Design
16 L24 N24 N25 94.0300 93.5900 No Design
17 L25 N25 N26 93.5900 92.8500 No Design
18 L26 N26 N27 92.8500 92.7400 No Design
19 L27 N27 N38 92.7400 92.0000 No Design
20 L28 N28 N29 120.5000 113.5000 No Design
21 L29 N29 N30 113.5000 105.5000 No Design
22 L30 N30 N31 105.5000 97.5000 No Design
23 L31 N31 N32 97.5000 94.8000 No Design
24 L32 N32 N34 94.8000 94.0700 No Design
25 L33 N33 N34 97.5100 97.1200 No Design
26 L34 N34 N35 94.0700 93.9700 No Design
27 L35 N35 N36 93.9700 92.9800 No Design
28 L36 N36 N37 92.9800 92.3100 No Design
29 W2637 N26 N37 93.7200 93.6200 No Design
30 L37 N37 N38 92.3100 92.0000 No Design
31 L38 N38 N39 92.0000 91.9800 No Design
32 L39 N41 N39 92.1800 91.9800 No Design
33 L41 N41 N42 91.8800 91.4800 No Design
34 4243 N42 N43 91.4800 90.6500 No Design
35 Section 3
4344 N43 N44 90.6500 90.0000 No Design
36 6869 N68 N69 87.8400 87.6800 No Design
37 4445 N44 N45 90.0000 89.7000 No Design
38 4546 N45 N46 89.7000 89.3400 No Design
39 4647 N46 N47 89.3400 89.3200 No Design
40 4754 N47 N54 89.3200 89.1800 No Design
41 4849 N48 N49 90.5800 90.4100 No Design
42 5051 N50 N51 90.3300 90.0700 No Design
43 5253 N52 N53 89.9300 89.5300 No Design
44 5354 N53 N54 89.5300 89.2600 No Design
45 5462 N54 N62 89.2600 88.9200 No Design
46 5657 N56 N57 99.5300 99.2300 No Design
47 5758 N57 N58 99.2300 92.4400 No Design
48 5859 N58 N59 92.4400 91.6000 No Design
49 5960 N59 N60 91.6000 91.1600 No Design
50 6061 N60 N60.7 91.1600 90.7000 No Design
51 6162 N61 N62 90.5000 88.9200 No Design
52 6465 N64 N65 88.6300 88.0800 No Design
53 6566 N65 N66 88.0800 87.7800 No Design
54 6667 N66 N67 87.7800 87.6100 No Design
55 L595 N62 D1 88.9200 88.7500 No Design
56 L598 N60.7 N61 90.6000 90.5000 No Design
57 5556ova N55 N56 99.8500 99.4000 No Design
58 5556unda N55 N56 98.9200 98.4700 No Design
59 5663ova N56 N63 99.4000 98.0000 No Design
60 5663und N56 N63 98.4000 97.0000 No Design
61 6364ova N63 N64 97.0000 89.9000 No Design
62 6364und N63 N64 95.7500 88.6300 No Design
63 6264ova D1 N64 90.8800 90.8600 No Design
64 6264und D1 N64 88.7500 88.6300 No Design
65 6768ova N67 N68 89.4000 89.3800 No Design
66 6768und N67 N68 87.9600 87.8400 No Design
67 4950ova N49 N50 91.0400 91.0200 No Design
68 4950und N49 N50 90.3500 90.3300 No Design
69 5152ova N51 N52 91.0300 91.0250 No Design
70 5152und N51 N52 89.9600 89.9300 No Design
*==========================================*
| Storage Junction Data |
*==========================================*
MAXIMUM OR PEAK OR CROWN DEPTH
STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION STARTS
NUMBER OR NAME TYPE AREA (M2) (CUBIC MET.) (M) FROM
-------------- -------- ---------------- --------------- --------- -----------
N33 Stage/Area 1100.0000 967.7421 110.0000 Spill Crest
*==================================*
| Variable storage data for node |N33
*==================================*
Data Elevation Depth Area Volume
Point meters meters m^2 m^3
===== ========= ====== =========== ============
1 97.5100 0.0000 746.0000 0.0000
2 97.5713 0.0612 778.8750 46.6957
3 97.6325 0.1225 811.7500 95.4051
4 97.6938 0.1837 844.6250 146.1283
5 97.7550 0.2450 877.5000 198.8651
6 97.8163 0.3063 910.3750 253.6157
7 97.8775 0.3675 943.2500 310.3800
8 97.9387 0.4287 976.1250 369.1580
9 98.0000 0.4900 1009.0000 429.9497
10 98.0637 0.5537 1020.3750 494.6357
11 98.1275 0.6175 1031.7500 560.0468
12 98.1913 0.6813 1043.1250 626.1831
13 98.2550 0.7450 1054.5000 693.0446
14 98.3188 0.8087 1065.8750 760.6312
15 98.3825 0.8725 1077.2500 828.9430
16 98.4463 0.9363 1088.6250 897.9799
17 98.5100 1.0000 1100.0000 967.7421
18 110.0000 12.4900 1100.0000 967.7421
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N69 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N69 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
CHURCH STREET, POMONA
EXISTING CASE
Title from immediately preceding computational layer
CHURCH STREET, POMONA
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 27
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 101.56
#################################################
# Element numbers of interface inlet locations: #
#################################################
N48 N50 N52 N1 N4 N8 N13
N25 N28 N29 N30 N31 N32 N33
N36 N42 N44 N45 N47 N55 N56
N63 N64 N66 N58 N59 N61
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
L1 23.7900 0.1067
L2 31.3792 0.1209
L3 21.1637 0.0575
L4 14.8201 0.0262
L5 14.1212 0.0180
L6 107.6004 0.0520
L7 212.9831 0.0505
L8 226.7844 0.0430
L9 5.4768 0.0010
L10 230.8083 0.2000
L11 134.5580 0.0364
L12 167.9513 0.0364
L13 106.1819 0.0314
L14 3.7006 0.0010
L15 41.4767 0.0331
L24 46.8109 0.0220
L25 97.5504 0.0463
L26 39.8090 0.0073
L27 416.5903 0.0510
L28 142.9406 0.0522
L29 111.2914 0.0506
L30 121.4510 0.0533
L31 81.3908 0.0303
L32 10.6189 0.0348
L33 13.2107 0.0390
L34 27.1462 0.0057
L35 151.1332 0.0460
L36 604.2278 0.0372
W2637 41.0450 0.0100
L37 268.7941 0.0132
L38 20.3679 0.0014
L39 220.6626 0.0200
L41 24.3580 0.0073
4243 57.3946 0.0138
4344 63.4676 0.0130
6869 43.1813 0.0080
4445 86.8567 0.0091
4546 96.3889 0.0144
4647 19.5453 0.0010
4754 69.8137 0.0045
4849 68.7768 0.0142
5051 53.2734 0.0137
5253 101.3181 0.0200
5354 215.9379 0.0093
5462 217.9611 0.0283
5657 69.9273 0.0500
5758 51.4571 0.1358
5859 18.9395 0.0467
5960 27.1929 0.0259
6061 54.8120 0.0418
6162 84.2671 0.0527
6465 90.4168 0.0172
6566 57.6108 0.0086
6667 54.3218 0.0034
L595 217.9611 0.0283
L598 1.4897 0.0167
5556ova 8.0165 0.0281
5556unda 0.2730 0.0281
5663ova 7.0634 0.0169
5663und 0.2114 0.0169
6364ova 109.2892 0.0645
6364und 0.6735 0.0647
6264ova 48.9163 0.0020
6264und 3.2349 0.0133
6768ova 22.4678 0.0020
6768und 3.2349 0.0133
4950ova 6.3533 0.0033
4950und 2.1890 0.0033
5152ova 3.7458 0.0008
5152und 6.8731 0.0050
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.01 / 102.84 N2/ 0.01 / 101.72 N3/ 0.01 / 100.39
N4/ 0.01 / 99.47 N5/ 0.20 / 99.23 N6/ 0.37 / 99.23
N7/ 0.90 / 99.23 N8/ 1.43 / 99.23 N9/ 1.86 / 99.23
N10/ 1.71 / 98.71 N11/ 0.44 / 97.14 N12/ 1.04 / 97.14
N13/ 1.64 / 97.14 N14/ 2.19 / 97.14 N15/ 0.01 / 94.47
N24/ 0.01 / 94.04 N25/ 0.01 / 93.60 N26/ 0.01 / 92.86
N27/ 0.01 / 92.75 N28/ 0.01 / 120.51 N29/ 0.01 / 113.51
N30/ 0.01 / 105.51 N31/ 0.01 / 97.51 N32/ 0.01 / 94.81
N33/ 0.01 / 97.52 N34/ 0.01 / 94.08 N35/ 0.01 / 93.98
N36/ 0.01 / 92.99 N37/ 0.01 / 92.32 N38/ 0.21 / 92.21
N39/ 0.22 / 92.20 N41/ 0.31 / 92.19 N42/ 0.00 / 91.48
N43/ 0.00 / 90.65 N44/ 0.00 / 90.00 N45/ 0.00 / 89.70
N69/ 0.00 / 87.68 N46/ 0.00 / 89.34 N47/ 0.00 / 89.32
N48/ 0.00 / 90.58 N49/ 0.00 / 90.35 N50/ 0.00 / 90.33
N51/ 0.00 / 89.96 N52/ 0.00 / 89.93 N53/ 0.00 / 89.53
N54/ 0.00 / 89.18 N55/ 0.00 / 98.92 N56/ 0.00 / 98.40
N57/ 0.00 / 99.23 N58/ 0.00 / 92.44 N59/ 0.00 / 91.60
N60/ 0.00 / 91.16 N61/ 0.00 / 90.50 N62/ 0.00 / 88.92
N63/ 0.00 / 95.75 N64/ 0.00 / 88.63 N65/ 0.00 / 88.08
N66/ 0.00 / 87.78 N67/ 0.00 / 87.61 N68/ 0.00 / 87.84
D1/ 0.00 / 88.75 N60.7/ 0.00 / 90.60
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Cross Sectional Area
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.07 L5/ 0.52 L6/ 1.77
L7/ 6.44 L8/ 14.04 L9/ 0.01
L10/ 1.92 L11/ 3.74 L12/ 8.00
L13/ 10.11 L14/ 0.00 L15/ 0.05
L24/ 0.00 L25/ 0.01 L26/ 0.01
L27/ 0.16 L28/ 0.02 L29/ 0.03
L30/ 0.04 L31/ 0.01 L32/ 0.00
L33/ 0.00 L34/ 0.02 L35/ 0.00
L36/ 0.01 W2637/ 0.00 L37/ 0.16
L38/ 0.26 L39/ 0.39 L41/ 0.37
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Hydraulic Radius
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.04 L5/ 0.17 L6/ 0.29
L7/ 0.56 L8/ 0.81 L9/ 0.00
L10/ 0.17 L11/ 0.36 L12/ 0.64
L13/ 0.80 L14/ 0.00 L15/ 0.01
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.05 L28/ 0.01 L29/ 0.01
L30/ 0.01 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.05
L38/ 0.11 L39/ 0.07 L41/ 0.08
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Upstream/ Downstream Elevation
L1/ 102.84/ 101.72 L2/ 101.72/ 100.39 L3/ 100.39/ 99.47
L4/ 99.47/ 99.23 L5/ 99.23/ 99.23 L6/ 99.23/ 99.23
L7/ 99.23/ 99.23 L8/ 99.23/ 99.23 L9/ 99.23/ 99.21
L10/ 98.71/ 97.14 L11/ 97.14/ 97.14 L12/ 97.14/ 97.14
L13/ 97.14/ 97.14 L14/ 97.14/ 97.13 L15/ 94.47/ 94.04
L24/ 94.04/ 93.60 L25/ 93.60/ 92.86 L26/ 92.86/ 92.75
L27/ 92.75/ 92.21 L28/ 120.51/ 113.51 L29/ 113.51/ 105.51
L30/ 105.51/ 97.51 L31/ 97.51/ 94.81 L32/ 94.81/ 94.08
L33/ 97.52/ 97.12 L34/ 94.08/ 93.98 L35/ 93.98/ 92.99
L36/ 92.99/ 92.32 W2637/ 92.32/ 92.32 L37/ 92.32/ 92.21
L38/ 92.21/ 92.20 L39/ 92.19/ 92.20 L41/ 92.19/ 91.48
4243/ 90.65/ 90.65 4344/ 90.00/ 90.00 6869/ 87.68/ 87.68
4445/ 89.70/ 89.70 4546/ 89.34/ 89.34 4647/ 89.32/ 89.32
4754/ 89.18/ 89.18 4849/ 90.35/ 90.35 5051/ 89.96/ 89.96
5253/ 89.53/ 89.53 5354/ 89.18/ 89.18 5462/ 88.92/ 88.92
5657/ 99.23/ 99.23 5758/ 92.44/ 92.44 5859/ 91.60/ 91.60
5960/ 91.16/ 91.16 6061/ 90.60/ 90.60 6162/ 88.92/ 88.92
6465/ 88.08/ 88.08 6566/ 87.78/ 87.78 6667/ 87.61/ 87.61
L595/ 88.75/ 88.75 L598/ 90.50/ 90.50 5556ova/ 98.40/ 98.40
5556unda/ 98.40/ 98.40 5663ova/ 95.75/ 95.75 5663und/ 95.75/ 95.75
6364ova/ 88.63/ 88.63 6364und/ 88.63/ 88.63 6264ova/ 88.63/ 88.63
6264und/ 88.63/ 88.63 6768ova/ 87.84/ 87.84 6768und/ 87.84/ 87.84
4950ova/ 90.33/ 90.33 4950und/ 90.33/ 90.33 5152ova/ 89.93/ 89.93
5152und/ 89.93/ 89.93
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N1 7.8851 19.7126 465.0000
N2 6.7205 16.8012 0.0000
N3 26.9237 50.0000 0.0000
N4 15.1104 37.7760 0.0000
N5 43.5358 50.0000 0.0000
N6 50.0000 50.0000 0.0000
N7 50.0000 50.0000 0.0000
N8 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N11 31.9654 50.0000 0.0000
N12 29.6146 50.0000 0.0000
N13 38.3318 50.0000 0.0000
N14 29.7925 50.0000 0.0000
N15 5.9489 14.8721 0.0000
N24 7.1966 17.9916 0.0000
N25 30.0583 50.0000 0.0000
N26 20.6445 50.0000 0.0000
N27 39.9208 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N32 28.1453 50.0000 0.0000
N33 35.6546 50.0000 0.0000
N34 24.0263 50.0000 0.0000
N35 34.2316 50.0000 0.0000
N36 24.3472 50.0000 0.0000
N37 26.8160 50.0000 0.0000
N38 23.1366 50.0000 0.0000
N39 37.6164 50.0000 0.0000
N41 18.8821 47.2052 0.0000
N42 20.0884 50.0000 0.0000
N43 36.9285 50.0000 0.0000
N44 34.4740 50.0000 0.0000
N45 32.5428 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 31.8969 50.0000 0.0000
N47 25.0356 50.0000 0.0000
N48 48.2293 50.0000 0.0000
N49 34.8461 50.0000 0.0000
N50 41.4797 50.0000 0.0000
N51 22.6294 50.0000 0.0000
N52 20.6176 50.0000 0.0000
N53 21.1175 50.0000 0.0000
N54 19.2660 48.1649 0.0000
N55 0.5613 1.4033 20205.0000
N56 1.0091 2.5228 20.0000
N57 50.0000 50.0000 0.0000
N58 50.0000 50.0000 0.0000
N59 50.0000 50.0000 0.0000
N60 50.0000 50.0000 0.0000
N61 32.9685 50.0000 0.0000
N62 27.7496 50.0000 0.0000
N63 0.4786 1.1965 910.0000
N64 20.5362 50.0000 0.0000
N65 31.7604 50.0000 0.0000
N66 26.7930 50.0000 0.0000
N67 10.3587 25.8968 0.0000
N68 7.7604 19.4010 0.0000
D1 11.8006 29.5015 0.0000
N60.7 16.7791 41.9478 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 3.7976 3.7976 10.5556 0.0833 -0.0095 0.0945 Normal Soln
L2 4.1372 4.1372 12.4421 0.0000 -0.0086 0.0689 Normal Soln
L3 6.2589 6.2589 28.5201 0.0000 -0.0106 0.1008 Normal Soln
L4 5.6874 5.6874 24.1680 0.0000 -0.0139 0.2802 Normal Soln
L5 3.5438 3.5438 14.1714 0.0000 -0.0095 0.3362 Normal Soln
L6 3.7469 3.7469 19.4825 0.0000 0.0120 0.0533 Normal Soln
L7 3.5568 3.5568 50.0000 5.0000 0.0190 0.0383 Normal Soln
L8 3.0322 3.0322 50.0000 235.1667 0.0308 0.0479 Normal Soln
L9 5.5408 5.5408 21.1494 0.0000 -0.0111 0.8392 Normal Soln
L10 3.9461 3.9461 24.4525 7.0000 0.0147 0.0200 Normal Soln
L11 5.9923 5.9923 50.0000 0.0000 0.0681 0.0502 Normal Soln
L12 5.1762 5.1762 50.0000 0.0000 0.1164 0.0472 Normal Soln
L13 5.7311 5.7311 50.0000 0.0000 0.1089 0.1012 Normal Soln
L14 4.2333 4.2333 13.6181 0.0000 0.0722 1.7294 Normal Soln
L15 5.0738 5.0738 22.1043 0.0000 0.0787 0.1543 Normal Soln
L24 7.6680 7.6680 26.5605 0.0000 0.0446 0.1350 Normal Soln
L25 5.4388 5.4388 23.0423 0.0000 0.0646 0.0842 Normal Soln
L26 4.5258 4.5258 14.1076 0.0000 0.0474 0.2041 Normal Soln
L27 4.6249 4.6249 15.2141 0.0000 0.0687 0.0195 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0063 0.0122 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 -0.1155 0.0318 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0120 0.0358 Normal Soln
L31 37.4782 37.4782 50.0000 0.0000 0.0223 0.0775 Normal Soln
L32 6.8082 6.8082 22.4946 0.0000 0.0147 0.6187 Normal Soln
L33 6.5939 6.5939 26.3016 0.0000 -0.0046 0.0690 Normal Soln
L34 6.7893 6.7893 50.0000 0.0000 0.0200 0.2589 Normal Soln
L35 9.3727 9.3727 30.0416 0.0000 0.0252 0.0469 Normal Soln
L36 6.2371 6.2371 12.3284 0.0000 0.0300 0.0119 Normal Soln
W2637 10.8518 10.8518 50.0000 0.0000 0.0010 0.0015 Normal Soln
L37 8.2366 8.2366 40.9228 0.0000 0.0243 0.0277 Normal Soln
L38 4.3662 4.3662 15.9525 0.0000 0.0528 0.7068 Normal Soln
L39 3.0557 3.0557 12.3796 0.0000 -0.0535 0.0651 Normal Soln
L41 16.4586 16.4586 50.0000 0.0000 0.0523 0.5833 Normal Soln
4243 21.5764 21.5764 50.0000 0.0000 0.0461 0.2535 Normal Soln
4344 17.3454 17.3454 50.0000 0.0000 0.0439 0.2267 Normal Soln
6869 6.1184 6.1184 40.0116 0.0000 0.0145 0.2850 Normal Soln
4445 10.4372 10.4372 50.0000 0.0000 0.0457 0.1673 Normal Soln
4546 7.7265 7.7265 23.8425 0.0000 0.0494 0.1515 Normal Soln
4647 5.5335 5.5335 18.2327 0.0000 0.0492 0.7280 Normal Soln
4754 9.7834 9.7834 37.0800 0.0000 0.0490 0.1996 Normal Soln
4849 5.1856 5.1856 12.9241 0.0000 0.0070 0.0384 Normal Soln
5051 7.3783 7.3783 19.5098 0.0000 -0.0182 0.0769 Normal Soln
5253 6.3482 6.3482 11.4544 0.0000 -0.0218 0.0603 Normal Soln
5354 9.0036 9.0036 50.0000 0.0000 0.0414 0.0524 Normal Soln
5462 3.3220 3.3220 43.9589 0.0000 0.0647 0.1285 Normal Soln
5657 7.7928 7.7928 13.5885 0.0000 -0.0033 0.0038 Normal Soln
5758 46.9435 46.9435 50.0000 0.0000 0.0029 0.0044 Normal Soln
5859 9.5709 9.5709 23.7045 0.0000 0.0037 0.0484 Normal Soln
5960 10.0654 10.0654 24.0202 0.0000 0.0032 0.0419 Normal Soln
6061 7.1312 7.1312 30.4692 0.0000 0.0047 0.0210 Normal Soln
6162 10.0115 10.0115 21.5067 0.0000 0.0045 0.0173 Normal Soln
6465 10.3592 10.3592 34.2416 0.0000 0.0303 0.1417 Normal Soln
6566 10.5736 10.5736 46.7759 0.0000 0.0408 0.2209 Normal Soln
6667 14.8197 14.8197 50.0000 0.0000 -0.0207 0.2738 Normal Soln
L595 1.6182 1.6182 42.4420 0.0000 0.0657 0.2916 Normal Soln
L598 1.9129 1.9129 5.9576 10.3333 -0.0030 0.8109 Normal Soln
5556ova 6.8869 6.8869 10.9036 0.0000 -0.0056 0.0741 Normal Soln
5556unda 3.0516 3.0516 8.0795 0.0000 -0.0097 2.1011 Normal Soln
5663ova 40.8513 40.8513 50.0000 0.0000 0.0027 0.0971 Normal Soln
5663und 15.0779 15.0779 38.4861 0.0000 0.0048 2.2576 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0036 0.0066 Normal Soln
6364und 14.7070 14.7070 28.1130 0.0000 -0.0829 4.5949 Normal Soln
6264ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6264und 1.1839 1.1839 2.7934 34.0000 0.0072 1.8578 Normal Soln
6768ova 5.1699 5.1699 11.9016 0.0000 0.0095 0.2272 Normal Soln
6768und 1.4967 1.4967 4.1999 68.4167 0.0075 1.4072 Normal Soln
4950ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4950und 2.4151 2.4151 8.5225 0.0000 0.0031 0.7106 Normal Soln
5152ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5152und 2.1049 2.1049 6.6766 0.0000 -0.0056 0.4262 Normal Soln
The conduit with the smallest time step limitation was..L8
The conduit with the largest wobble was.................6364und
The conduit with the largest flow change in any
consecutive time step...................................L12
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.02 / 102.85/ N2/ 0.01 / 101.72/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.57 / 97.27/ N12/ 1.17 / 97.27/
N13/ 1.77 / 97.27/ N14/ 2.32 / 97.27/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.00 / 113.50/
N30/ 0.01 / 105.51/ N31/ 0.07 / 97.57/ N32/ 0.14 / 94.94/
N33/ 0.01 / 97.52/ N34/ 0.06 / 94.13/ N35/ 0.13 / 94.10/
N36/ 0.05 / 93.03/ N37/ 0.05 / 92.36/ N38/ 0.19 / 92.19/
N39/ 0.21 / 92.19/ N41/ 0.10 / 91.98/ N42/ 0.11 / 91.59/
N43/ 0.12 / 90.77/ N44/ 0.08 / 90.08/ N45/ 0.12 / 89.82/
N69/ 0.07 / 87.75/ N46/ 0.13 / 89.47/ N47/ 0.12 / 89.44/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.35/ N50/ 0.00 / 90.33/
N51/ 0.00 / 89.96/ N52/ 0.01 / 89.94/ N53/ 0.00 / 89.53/
N54/ 0.09 / 89.27/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.00 / 90.50/ N62/ 0.01 / 88.93/
N63/ 0.00 / 95.75/ N64/ 0.12 / 88.75/ N65/ 0.14 / 88.22/
N66/ 0.21 / 87.99/ N67/ 0.38 / 87.99/ N68/ 0.09 / 87.93/
D1/ 0.02 / 88.77/ N60.7/ 0.00 / 90.60/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.00*/ L26/ 0.00 /
L27/ 0.00*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02*/ 4344/ 0.02 / 6869/ 0.02 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.00*/ 5462/ 0.02*/
5657/ 0.00*/ 5758/ 0.00*/ 5859/ 0.00*/
5960/ 0.00*/ 6061/ 0.00 / 6162/ 0.00*/
6465/ 0.02*/ 6566/ 0.02*/ 6667/ 0.02 /
L595/ 0.02*/ L598/ 0.00*/ 5556ova/ 0.00*/
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.00*/ 6264ova/ 0.00 /
6264und/ 0.02 / 6768ova/ 0.00 / 6768und/ 0.02 /
4950ova/ 0.00 / 4950und/ 0.00 / 5152ova/ 0.00 /
5152und/ 0.00*/ FREE # 1/ 0.02 /
Conduit/ Velocity
L1/ 0.09 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.15 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.07 / L26/ 0.08 /
L27/ 0.03 / L28/ 0.06 / L29/ 0.03 /
L30/ 0.05 / L31/ 0.08 / L32/ 0.21 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.23 /
L36/ 0.37 / W2637/ 0.00 / L37/ 0.07 /
L38/ 0.07 / L39/ -0.04 / L41/ 0.13 /
4243/ 0.19 / 4344/ 0.22 / 6869/ 0.10 /
4445/ 0.11 / 4546/ 0.36 / 4647/ 0.11 /
4754/ 0.21 / 4849/ 0.06 / 5051/ 0.04 /
5253/ 0.08 / 5354/ 0.01 / 5462/ 0.10 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.02 /
5960/ 0.02 / 6061/ 0.02 / 6162/ 0.04 /
6465/ 0.33 / 6566/ 0.16 / 6667/ 0.03 /
L595/ 0.08 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.29 / 5663ova/ 0.00 / 5663und/ 0.26 /
6364ova/ 0.00 / 6364und/ 0.01 / 6264ova/ 0.00 /
6264und/ 0.34 / 6768ova/ 0.00 / 6768und/ 0.50 /
4950ova/ 0.00 / 4950und/ 0.05 / 5152ova/ 0.00 /
5152und/ 0.03 /
Conduit/ Width
L1/ 0.08 / L2/ 0.10 / L3/ 0.13 /
L4/ 0.84 / L5/ 2.86 / L6/ 5.12 /
L7/ 10.76 / L8/ 16.93 / L9/ 1.92 /
L10/ 5.84 / L11/ 10.40 / L12/ 12.60 /
L13/ 13.19 / L14/ 0.46 / L15/ 4.18 /
L24/ 0.89 / L25/ 1.17 / L26/ 0.88 /
L27/ 1.38 / L28/ 0.18 / L29/ 0.42 /
L30/ 2.19 / L31/ 2.00 / L32/ 0.80 /
L33/ 0.06 / L34/ 4.00 / L35/ 0.69 /
L36/ 0.44 / W2637/ 0.00 / L37/ 1.64 /
L38/ 2.21 / L39/ 2.34 / L41/ 1.95 /
4243/ 1.44 / 4344/ 1.34 / 6869/ 2.19 /
4445/ 2.33 / 4546/ 0.69 / 4647/ 2.21 /
4754/ 1.37 / 4849/ 0.21 / 5051/ 0.19 /
5253/ 0.16 / 5354/ 1.22 / 5462/ 2.49 /
5657/ 0.38 / 5758/ 0.22 / 5859/ 0.06 /
5960/ 0.09 / 6061/ 0.11 / 6162/ 0.04 /
6465/ 0.84 / 6566/ 1.28 / 6667/ 4.10 /
L595/ 3.03 / L598/ 1.20 / 5556ova/ 0.00 /
5556unda/ 0.15 / 5663ova/ 0.01 / 5663und/ 0.15 /
6364ova/ 0.06 / 6364und/ 0.27 / 6264ova/ 0.00 /
6264und/ 0.54 / 6768ova/ 0.03 / 6768und/ 0.50 /
4950ova/ 0.00 / 4950und/ 3.00 / 5152ova/ 0.00 /
5152und/ 3.00 /
Junction/ EGL
N1/ 0.02 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.57 / N12/ 1.17 /
N13/ 1.77 / N14/ 2.32 / N15/ 2.72 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.01 / N31/ 0.07 / N32/ 0.14 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.13 /
N36/ 0.06 / N37/ 0.06 / N38/ 0.19 /
N39/ 0.21 / N41/ 0.10 / N42/ 0.11 /
N43/ 0.12 / N44/ 0.08 / N45/ 0.12 /
N69/ 0.07 / N46/ 0.14 / N47/ 0.13 /
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/ 0.01 /
N63/ 1.26 / N64/ 0.12 / N65/ 0.14 /
N66/ 0.21 / N67/ 0.38 / N68/ 0.10 /
D1/ 0.02 / N60.7/ 0.10 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.28 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.73 / N12/ 12.73 /
N13/ 12.73 / N14/ 12.73 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.50 /
N30/ 4.49 / N31/ 12.43 / N32/ 15.06 /
N33/ 12.48 / N34/ 15.87 / N35/ 15.90 /
N36/ 16.97 / N37/ 17.64 / N38/ 17.81 /
N39/ 17.81 / N41/ 18.02 / N42/ 18.41 /
N43/ 19.23 / N44/ 19.92 / N45/ 20.18 /
N69/ 22.25 / N46/ 20.53 / N47/ 10.56 /
N48/ 8.41 / N49/ 8.65 / N50/ 8.67 /
N51/ 9.04 / N52/ 9.06 / N53/ 9.47 /
N54/ 9.73 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.50 / N62/ 10.07 /
N63/ 3.25 / N64/ 10.25 / N65/ 10.78 /
N66/ 11.01 / N67/ 11.01 / N68/ 11.07 /
D1/ 21.23 / N60.7/ 9.40 /
Junction/ Max Volume
N1/ 0.77 / N2/ 0.60 / N3/ 0.69 /
N4/ 0.92 / N5/ 0.88 / N6/ 0.70 /
N7/ 1.24 / N8/ 1.77 / N9/ 2.20 /
N10/ 1.88 / N11/ 0.92 / N12/ 1.52 /
N13/ 2.12 / N14/ 2.67 / N15/ 0.45 /
N24/ 0.65 / N25/ 0.60 / N26/ 0.98 /
N27/ 0.56 / N28/ 0.31 / N29/ 0.40 /
N30/ 0.39 / N31/ 0.66 / N32/ 1.00 /
N33/ 0.37 / N34/ 0.88 / N35/ 0.91 /
N36/ 0.68 / N37/ 0.90 / N38/ 1.19 /
N39/ 1.15 / N41/ 1.12 / N42/ 1.15 /
N43/ 1.06 / N44/ 0.88 / N45/ 1.11 /
N69/ 1.40 / N46/ 1.40 / N47/ 1.40 /
N48/ 0.38 / N49/ 0.36 / N50/ 0.38 /
N51/ 0.75 / N52/ 0.78 / N53/ 1.18 /
N54/ 1.53 / N55/ 1.09 / N56/ 1.14 /
N57/ 0.02 / N58/ 0.15 / N59/ 0.18 /
N60/ 0.12 / N61/ 0.46 / N62/ 1.79 /
N63/ 1.31 / N64/ 1.02 / N65/ 1.54 /
N66/ 1.82 / N67/ 1.98 / N68/ 1.40 /
D1/ 1.96 / N60.7/ 0.46 /
Junction/Total Fldng
N1/ 0.00 / N2/ 0.00 / N3/ 0.00 /
N4/ 0.00 / N5/ 0.00 / N6/ 0.00 /
N7/ 0.00 / N8/ 0.00 / N9/ 0.00 /
N10/ 0.00 / N11/ 0.00 / N12/ 0.00 /
N13/ 0.00 / N14/ 0.00 / N15/ 0.00 /
N24/ 0.00 / N25/ 0.00 / N26/ 0.00 /
N27/ 0.00 / N28/ 0.00 / N29/ 0.00 /
N30/ 0.00 / N31/ 0.00 / N32/ 0.00 /
N33/ 0.00 / N34/ 0.00 / N35/ 0.00 /
N36/ 0.00 / N37/ 0.00 / N38/ 0.00 /
N39/ 0.00 / N41/ 0.00 / N42/ 0.00 /
N43/ 0.00 / N44/ 0.00 / N45/ 0.00 /
N69/ 0.00 / N46/ 0.00 / N47/ 0.00 /
N48/ 0.00 / N49/ 0.00 / N50/ 0.00 /
N51/ 0.00 / N52/ 0.00 / N53/ 0.00 /
N54/ 0.00 / N55/ 0.00 / N56/ 0.00 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.00 /
N63/ 0.00 / N64/ 0.00 / N65/ 0.00 /
N66/ 0.00 / N67/ 0.00 / N68/ 0.00 /
D1/ 0.00 / N60.7/ 0.00 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.08 / L5/ 0.56 / L6/ 1.84 /
L7/ 6.62 / L8/ 14.33 / L9/ 0.03 /
L10/ 2.58 / L11/ 4.97 / L12/ 9.56 /
L13/ 11.74 / L14/ 0.03 / L15/ 0.30 /
L24/ 0.03 / L25/ 0.06 / L26/ 0.05 /
L27/ 0.14 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.16 / L31/ 0.12 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.25 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.23 / L39/ 0.36 / L41/ 0.12 /
4243/ 0.09 / 4344/ 0.08 / 6869/ 0.20 /
4445/ 0.15 / 4546/ 0.05 / 4647/ 0.16 /
4754/ 0.09 / 4849/ 0.01 / 5051/ 0.01 /
5253/ 0.01 / 5354/ 0.10 / 5462/ 0.19 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.06 / 6566/ 0.12 / 6667/ 0.64 /
L595/ 0.23 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.01 / 6264ova/ 0.00 /
6264und/ 0.03 / 6768ova/ 0.00 / 6768und/ 0.02 /
4950ova/ 0.00 / 4950und/ 0.01 / 5152ova/ 0.00 /
5152und/ 0.01 /
Conduit/ Final Volume
L1/ 0.03 / L2/ 0.04 / L3/ 0.08 /
L4/ 1.33 / L5/ 5.62 / L6/ 18.81 /
L7/ 69.47 / L8/ 143.28 / L9/ 0.29 /
L10/ 25.80 / L11/ 82.03 / L12/ 157.71 /
L13/ 205.42 / L14/ 0.26 / L15/ 3.90 /
L24/ 0.70 / L25/ 0.93 / L26/ 0.79 /
L27/ 2.10 / L28/ 1.69 / L29/ 4.86 /
L30/ 24.73 / L31/ 10.92 / L32/ 1.04 /
L33/ 0.01 / L34/ 4.42 / L35/ 1.03 /
L36/ 0.54 / W2637/ 0.00 / L37/ 3.88 /
L38/ 3.25 / L39/ 3.58 / L41/ 6.75 /
4243/ 5.37 / 4344/ 3.79 / 6869/ 4.05 /
4445/ 5.10 / 4546/ 1.22 / 4647/ 3.23 /
4754/ 2.65 / 4849/ 0.11 / 5051/ 0.28 /
5253/ 0.15 / 5354/ 2.96 / 5462/ 2.23 /
5657/ 0.00 / 5758/ 0.17 / 5859/ 0.04 /
5960/ 0.04 / 6061/ 0.02 / 6162/ 0.05 /
6465/ 1.90 / 6566/ 4.23 / 6667/ 32.22 /
L595/ 1.36 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.01 / 5663ova/ 0.00 / 5663und/ 0.05 /
6364ova/ 0.00 / 6364und/ 1.65 / 6264ova/ 0.00 /
6264und/ 0.50 / 6768ova/ 0.00 / 6768und/ 0.37 /
4950ova/ 0.00 / 4950und/ 0.07 / 5152ova/ 0.00 /
5152und/ 0.11 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.29 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.04 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.02 /
L27/ 0.05 / L28/ 0.00 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.05 /
L36/ 0.03 / 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/ 0.05 / 4546/ 0.06 / 4647/ 0.06 /
4754/ 0.05 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.01 / 5462/ 0.01 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.06 / 6566/ 0.08 / 6667/ 0.14 /
L595/ 0.01 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.03 / 6264ova/ 0.00 /
6264und/ 0.04 / 6768ova/ 0.00 / 6768und/ 0.04 /
4950ova/ 0.00 / 4950und/ 0.00 / 5152ova/ 0.00 /
5152und/ 0.00 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.72 L2/ 101.72/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.27 L11/ 97.27/ 97.27 L12/ 97.27/ 97.27/
L13/ 97.27/ 97.27 L14/ 97.27/ 97.18 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.19 L28/ 120.51/ 113.50 L29/ 113.50/ 105.51/
L30/ 105.51/ 97.57 L31/ 97.57/ 94.94 L32/ 94.94/ 94.13/
L33/ 97.52/ 97.12 L34/ 94.13/ 94.10 L35/ 94.10/ 93.03/
L36/ 93.03/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.19/
L38/ 92.19/ 92.19 L39/ 92.18/ 92.19 L41/ 91.98/ 91.59/
4243/ 91.59/ 90.77 4344/ 90.77/ 90.08 6869/ 87.93/ 87.75/
4445/ 90.08/ 89.82 4546/ 89.82/ 89.47 4647/ 89.47/ 89.44/
4754/ 89.44/ 89.27 4849/ 90.59/ 90.41 5051/ 90.33/ 90.07/
5253/ 89.94/ 89.53 5354/ 89.53/ 89.27 5462/ 89.27/ 88.93/
5657/ 99.23/ 99.23 5758/ 99.23/ 92.44 5859/ 92.44/ 91.60/
5960/ 91.60/ 91.16 6061/ 91.16/ 90.70 6162/ 90.50/ 88.93/
6465/ 88.75/ 88.22 6566/ 88.22/ 87.99 6667/ 87.99/ 87.99/
L595/ 88.93/ 88.77 L598/ 90.60/ 90.50 5556ova/ 98.41/ 98.41/
5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75 5663und/ 98.41/ 97.00/
6364ova/ 88.75/ 88.75 6364und/ 95.75/ 88.75 6264ova/ 88.75/ 88.75/
6264und/ 88.77/ 88.75 6768ova/ 87.93/ 87.93 6768und/ 87.99/ 87.93/
4950ova/ 90.33/ 90.33 4950und/ 90.35/ 90.33 5152ova/ 89.94/ 89.94/
5152und/ 89.96/ 89.94
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 11506
Total number of time steps during simulation.... 10318
Ratio of actual # of time steps / NTCYC......... 2.388
Average number of iterations per time step...... 1.115
Average time step size(seconds)................ 2.093
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.068
Average minimum implicit time step (sec)........ 2.809
Average minimum junction time step (sec)........ 2.809
Average Courant Factor Tf....................... 2.809
Number of times omega reduced................... 224
*=========================================================*
| 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 11917 3 15 1 0 0
N2 0 1.15 11855 3 10 1 0 0
N3 0 1.16 11934 0 8 0 0 0
N4 0 1.16 11958 0 6 0 0 0
N5 0 1.30 13387 0 12 1 0 0
N6 0 1.48 15322 0 11 2 0 0
N7 0 2.17 22393 0 16 13 0 0
N8 0 2.99 30807 108 15 70 0 0
N9 0 2.40 24730 43 13 47 0 0
N10 0 1.14 11783 0 7 0 0 0
N11 0 1.64 16910 0 31 1 1 0
N12 0 2.48 25614 2 12 1 0 0
N13 0 2.84 29325 1 11 1 0 0
N14 0 2.26 23334 1 10 2 0 0
N15 0 1.15 11840 0 7 0 0 0
N24 0 1.16 11976 0 14 1 0 0
N25 0 1.15 11833 0 6 0 0 0
N26 0 1.24 12816 1 10 1 0 0
N27 0 1.17 12081 0 7 0 0 0
N28 0 1.07 11045 0 6 0 0 0
N29 0 1.14 11723 1 13 1 0 0
N30 0 1.15 11877 0 14 2 0 0
N31 0 1.09 11202 0 15 2 0 0
N32 0 1.13 11689 0 7 0 0 0
N33 0 1.15 11876 0 7 0 0 0
N34 0 1.16 12013 0 7 0 0 0
N35 0 1.24 12804 1 7 0 0 0
N36 0 1.12 11604 0 6 0 0 0
N37 0 1.19 12248 0 8 0 0 0
N38 0 1.25 12871 0 19 1 0 0
N39 0 1.14 11767 0 9 0 0 0
N41 0 1.19 12245 0 9 0 0 0
N42 0 1.21 12511 2 18 1 0 0
N43 0 1.19 12228 0 7 0 0 0
N44 0 1.17 12084 0 7 0 0 0
N45 0 1.17 12050 0 6 0 0 0
N69 0 1.28 13215 4 9 0 0 0
N46 0 1.21 12536 0 7 0 0 0
N47 0 1.20 12339 0 6 0 0 0
N48 0 1.13 11611 0 7 0 0 0
N49 0 1.29 13312 0 11 1 0 0
N50 0 1.29 13282 0 7 0 0 0
N51 0 1.54 15852 0 9 0 0 0
N52 0 1.51 15601 0 7 0 0 0
N53 0 1.80 18559 0 13 2 0 0
N54 0 1.90 19650 1 16 2 0 0
N55 0 1.14 11812 0 7 0 0 0
N56 0 1.27 13089 8 13 2 0 0
N57 0 1.05 10861 0 5 0 0 0
N58 0 1.11 11415 0 30 1 1 0
N59 0 1.15 11908 0 14 1 0 0
N60 0 1.16 11948 0 7 0 0 0
N61 0 1.12 11512 0 6 0 0 0
N62 0 2.20 22744 0 9 0 0 0
N63 0 1.39 14392 16 24 62 0 0
N64 0 1.26 12953 1 24 38 0 0
N65 0 1.16 11987 0 7 0 0 0
N66 0 1.26 12965 0 6 0 0 0
N67 0 1.38 14203 2 7 0 0 0
N68 0 1.29 13360 1 7 0 0 0
D1 0 1.87 19284 25 8 0 0 0
N60.7 0 1.20 12406 0 13 1 0 0
Total number of iterations for all junctions.. 888448
Minimum number of possible iterations......... 639716
Efficiency of the simulation.................. 1.39
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N1 110.0000 104.8300 103.5965 0 15 0.0000 6.4035 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.3128 0 15 0.0000 7.6872 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.0697 0 15 0.0000 8.9303 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.3826 0 15 0.0000 9.6174 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.9200 0 15 0.0000 10.0800 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5597 0 15 0.0000 10.4403 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5714 0 15 0.0000 10.4286 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5730 0 15 0.0000 10.4270 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5735 0 15 0.0000 10.4265 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8751 0 15 0.0000 11.1249 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6194 0 15 0.0000 12.3806 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6210 0 15 0.0000 12.3790 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6214 0 15 0.0000 12.3786 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6222 0 15 0.0000 12.3778 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.9113 0 15 0.0000 15.0887 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.6802 0 16 0.0000 15.3198 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.1912 0 15 0.0000 15.8088 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.8276 0 16 0.0000 16.1724 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.3010 0 16 0.0000 16.6990 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8054 0 16 0.0000 9.1946 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.9030 0 16 0.0000 6.0970 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.8899 0 19 0.0000 4.1101 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.1637 0 18 0.0000 11.8363 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.8010 0 20 0.0000 14.1990 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8786 0 15 0.0000 12.1214 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.9516 0 19 0.0000 15.0484 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.8798 0 19 0.0000 15.1202 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6611 0 20 0.0000 16.3389 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.2084 0 18 0.0000 16.7916 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.1924 0 17 0.0000 16.8076 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.1279 0 18 0.0000 16.8721 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.0042 0 18 0.0000 16.9958 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.6320 0 19 0.0000 17.3680 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.7094 0 21 0.0000 18.2906 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 90.8832 0 22 0.0000 19.1168 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.8111 0 29 0.0000 19.1889 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.0802 0 35 0.0000 20.9198 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.7428 0 31 0.0000 19.2572 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.7202 0 31 0.0000 9.2798 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.9553 0 15 0.0000 8.0447 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.4100 90.7143 0 31 0.0000 8.2857 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.3300 90.7123 0 31 0.0000 8.2877 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.7116 0 31 0.0000 8.2884 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.7110 0 31 0.0000 8.2890 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.7112 0 31 0.0000 8.2888 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.7111 0 31 0.0000 8.2889 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0057 0 15 0.0000 9.9943 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5432 0 15 0.0000 10.4568 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2473 0 15 0.0000 10.7527 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5877 0 16 0.0000 6.4123 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7819 0 15 0.0000 7.2181 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2751 0 15 0.0000 7.7249 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.9627 0 16 0.0000 8.0373 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.7105 0 31 0.0000 8.2895 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0605 0 15 0.0000 1.9395 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.6535 0 34 0.0000 9.3465 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.6174 0 34 0.0000 9.3826 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.6019 0 35 0.0000 9.3981 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.5933 0 35 0.0000 9.4067 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.2406 0 35 0.0000 9.7594 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.7105 0 31 0.0000 19.2895 1.0000 0.0000 0.0000 0.0000
N60.7 100.0000 91.7000 91.0567 0 16 0.0000 8.9433 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 1.0836 0 15 0.9948 0 15 0.0455 103.5965 102.3128 .3833 .3014
L2 31.3792 2.1255 2000.000 1.0780 0 15 0.8844 0 15 0.0344 102.3128 101.0697 .3014 .3448
L3 21.1637 1.3610 2000.000 1.0667 0 15 0.5610 0 15 0.0504 101.0697 100.3826 .3448 .4613
L4 14.8201 1.0611 2000.000 2.0671 0 15 0.6620 0 15 0.1395 100.3826 99.9200 .4613 .4400
L5 14.1212 0.8828 2000.000 2.0537 0 15 0.7057 0 15 0.1454 99.9200 99.5597 .4400 .3499
L6 107.6004 6.2327 2000.000 2.0490 0 15 0.5236 0 15 0.0190 99.5597 99.5714 .3498 .6207
L7 212.9831 7.4760 2500.000 2.0548 0 15 0.1944 0 15 0.0096 99.5714 99.5730 .4966 .7092
L8 226.7844 7.2108 2500.000 2.3125 0 15 0.1143 0 15 0.0102 99.5729 99.5734 .7092 .8814
L9 5.4768 0.2939 750.0000 2.2932 0 15 0.4728 0 15 0.4187 99.5735 99.3963 .4713 .2484
L10 230.8083 6.4966 2000.000 2.2932 0 15 0.4090 0 16 0.0099 98.8751 97.6194 .0876 .4597
L11 134.5580 5.4501 2000.000 2.3167 0 16 0.2489 0 16 0.0172 97.6194 97.6210 .4597 .7605
L12 167.9513 6.1299 2500.000 2.3355 0 16 0.1617 0 16 0.0139 97.6210 97.6214 .6084 .8486
L13 106.1819 4.1061 2750.000 3.2036 0 15 0.1847 0 15 0.0302 97.6214 97.6222 .7714 .9717
L14 3.7006 0.2681 800.0000 3.1923 0 15 0.7343 0 15 0.8627 97.6222 97.5271 .6028 .4964
L15 41.4767 1.7797 1500.000 3.1888 0 16 0.5881 0 15 0.0769 94.9113 94.6802 .3009 .4335
L24 46.8109 1.7908 2000.000 3.1598 0 16 0.7530 0 16 0.0675 94.6802 94.1912 .3251 .3006
L25 97.5504 2.8657 2500.000 4.1092 0 15 0.6944 0 15 0.0421 94.1912 93.8276 .2405 .3910
L26 39.8090 1.2386 3000.000 4.0624 0 16 1.0633 0 16 0.1020 93.8276 93.3010 .3259 .1870
L27 416.5903 6.9969 3500.000 4.0591 0 16 0.9531 0 12 0.0097 93.3010 93.1924 .1603 .3407
Section 4
L28 142.9406 2.4129 2000.000 0.8750 0 16 0.6625 0 15 0.0061 120.8054 113.9030 .1527 .2015
L29 111.2914 2.2238 2000.000 1.7601 0 17 0.9815 0 17 0.0158 113.9030 105.8899 .2015 .1950
L30 121.4510 2.4983 2000.000 2.1775 0 19 0.7118 0 19 0.0179 105.8899 98.1637 .1950 .3319
L31 81.3908 1.8198 2000.000 3.1601 0 18 0.5650 0 14 0.0388 98.1637 95.8010 .3319 .5005
L32 10.6189 1.0497 1500.000 3.2686 0 21 0.9357 0 21 0.3078 95.8010 94.9516 .6673 .5877
L33 13.2107 0.8025 900.0000 0.4325 0 15 0.3802 0 15 0.0327 97.8786 97.3227 .4095 .2252
L34 27.1462 0.7567 2000.000 3.4453 0 20 0.3292 0 20 0.1269 94.9516 94.8798 .4408 .4549
L35 151.1332 2.3985 2800.000 3.4528 0 21 0.7192 0 21 0.0228 94.8798 93.6611 .3249 .2433
L36 604.2278 7.2058 3400.000 3.5897 0 20 1.4600 0 12 0.0059 93.6611 93.2084 .2003 .2642
W2637 41.0450 1.2356 2000.000 0.0304 0 16 0.1521 0 16 0.0007 93.8276 93.6419 .0538 .0109
L37 268.7941 4.1638 3600.000 3.7014 0 20 0.5743 0 27 0.0138 93.2084 93.1924 .2496 .3312
L38 20.3679 0.8611 2000.000 7.1933 0 17 0.8777 0 15 0.3532 93.1924 93.1278 .5962 .5739
L39 220.6626 2.1612 4000.000 -7.1606 0 17 -0.8078 0 16 -0.0325 93.1279 93.0042 .2370 .2561
L41 24.3580 0.8853 2000.000 7.0827 0 18 0.6382 0 17 0.2908 93.0042 92.6320 .5621 .5760
4243 57.3946 1.4914 2000.000 7.2780 0 19 0.7131 0 15 0.1268 92.6320 91.7094 .5760 .5297
4344 63.4676 1.7564 2000.000 7.2003 0 21 0.8380 0 20 0.1134 91.7094 90.8832 .5297 .4416
6869 43.1813 0.6276 2800.000 6.1457 0 35 0.4999 0 35 0.1423 89.2406 89.0802 .5002 .5001
4445 86.8567 1.9041 2500.000 7.2306 0 22 0.6222 0 21 0.0832 90.8832 90.8111 .3533 .4445
4546 96.3889 3.0307 2500.000 7.2947 0 22 1.0492 0 13 0.0757 90.8111 90.7428 .4445 .5611
4647 19.5453 0.7456 2500.000 7.0160 0 22 1.0971 0 18 0.3590 90.7428 90.7202 .5611 .5601
4754 69.8137 1.6227 2500.000 6.6157 0 22 0.8360 0 18 0.0948 90.7202 90.7111 .5601 .6124
4849 68.7768 2.2981 2000.000 1.3127 0 15 0.9285 0 15 0.0191 90.9553 90.7143 .1876 .1521
5051 53.2734 2.2916 2000.000 1.8702 0 15 0.9742 0 15 0.0351 90.7123 90.7116 .1911 .3208
5253 101.3181 4.3724 2000.000 2.0990 0 15 1.7460 0 15 0.0207 90.7110 90.7112 .3905 .5906
5354 215.9379 3.0206 2500.000 1.8443 0 14 0.4393 0 10 0.0085 90.7112 90.7111 .4725 .5804
5462 217.9611 2.6925 2500.000 5.9006 0 25 0.2731 2 3 0.0271 90.7111 90.7105 .5804 .7162
5657 69.9273 5.9238 400.0000 0.1311 0 15 0.4416 0 14 0.0019 99.5432 99.2473 .0329 .0433
5758 51.4571 6.0705 500.0000 0.1134 0 15 0.1023 0 15 0.0022 99.2473 92.5877 .0346 .2955
5859 18.9395 2.2745 1000.000 0.4553 0 16 0.7594 0 16 0.0240 92.5877 91.7819 .1477 .1819
5960 27.1929 2.5298 1000.000 0.5667 0 15 0.7078 0 15 0.0208 91.7819 91.2751 .1819 .1151
6061 54.8120 3.2856 1000.000 0.5645 0 16 0.3611 0 34 0.0103 91.2751 91.0567 .1151 .3567
6162 84.2671 4.7255 2000.000 0.7120 0 15 1.3982 0 8 0.0084 90.9627 90.7105 .2313 .8953
6465 90.4168 2.4565 2400.000 6.3346 0 25 0.9345 0 7 0.0701 89.6535 89.6174 .4265 .6406
6566 57.6108 1.7304 2400.000 6.1392 0 31 0.7483 0 12 0.1066 89.6174 89.6019 .6406 .7591
6667 54.3218 0.8545 2400.000 6.1683 0 33 0.3259 0 7 0.1136 89.6019 89.5933 .7591 .8264
L595 217.9611 2.6925 2500.000 5.9874 0 30 0.1915 0 0 0.0275 90.7105 90.7105 .7162 .7842
L598 1.4897 2.7588 450.0000 0.5549 0 16 1.0072 0 16 0.3725 91.0567 90.9627 1.014 1.028
5556ova 8.0165 3.7039 500.0000 0.2969 0 15 1.4683 0 15 0.0370 100.0057 99.5552 .3114 .3103
5556unda 0.2730 2.4721 375.0000 0.2213 0 15 1.9803 0 15 0.8107 100.0057 99.5432 2.895 2.861
5663ova 7.0634 3.0050 500.0000 0.3427 0 15 1.1607 0 15 0.0485 99.5432 98.1428 .2864 .2855
5663und 0.2114 1.9145 375.0000 0.2353 0 15 2.1566 0 15 1.1130 99.5432 97.3424 3.048 .9132
6364ova 109.2892 6.1392 1800.000 0.3625 0 15 0.7057 0 15 0.0033 97.0605 89.9425 .0336 .0236
6364und 0.6735 4.2350 450.0000 0.6274 0 11 3.9128 0 11 0.9315 97.0605 89.6535 2.912 2.274
6264ova 48.9163 1.4846 800.0000 0.0000 0 0 0.0000 0 0 0.0000 89.6535 89.6535 .0000 .0000
6264und 3.2349 3.4667 1090.000 2.9707 0 30 3.2220 0 29 0.9183 90.7105 89.6535 1.798 .9390
6768ova 22.4678 1.2234 600.0000 2.5519 0 35 0.8402 0 35 0.1136 89.5933 89.5320 .3222 .2533
6768und 3.2349 3.4667 1090.000 2.0378 0 25 2.1429 0 25 0.6299 89.5933 89.2406 1.498 1.284
4950ova 6.3533 1.0576 500.0000 0.0000 0 0 0.0000 0 0 0.0000 90.7123 90.7123 .0000 .0000
4950und 2.1890 1.6215 450.0000 0.6571 0 15 0.7042 0 15 0.3002 90.7143 90.7123 .8095 .8495
5152ova 3.7458 0.5087 500.0000 0.0000 0 0 0.0000 0 0 0.0000 90.7110 90.7110 .0000 .0000
5152und 6.8731 2.7770 825.0000 0.9461 0 15 0.8987 0 16 0.1376 90.7116 90.7110 .9110 .9467
FREE # 1 Undefnd Undefnd Undefn 6.1457 0 35
*==================================================*
| 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 0.2875 1.0891 0.6804
L2 0.0000 360.0000 0.0000 0.0000 0.3019 1.2204 0.5704
L3 0.0000 360.0000 0.0000 0.0000 0.3759 1.9052 0.4514
L4 0.0000 360.0000 0.0000 0.0000 0.4499 3.1247 0.5959
L5 0.0000 360.0000 0.0000 0.0000 0.4335 2.9107 0.5572
L6 0.0000 360.0000 0.0000 0.0000 0.4395 3.9164 0.5079
L7 0.0000 360.0000 0.0000 0.0000 0.7340 10.5685 0.2929
L8 0.0000 360.0000 0.0000 0.0000 1.0026 20.2650 0.2271
L9 0.0000 0.0000 0.0000 360.0000 0.1781 4.8502 0.1276
L10 0.0000 360.0000 0.0000 0.0000 0.3816 5.6131 0.2235
L11 0.0000 360.0000 0.0000 0.0000 0.5947 9.3243 0.3033
L12 0.0000 360.0000 0.0000 0.0000 0.8860 14.4659 0.2941
L13 0.0000 360.0000 0.0000 0.0000 0.8748 17.3462 0.4427
L14 0.0000 0.0000 0.0000 360.0000 0.2437 4.3483 0.3228
L15 0.0000 360.0000 0.0000 0.0000 0.3898 5.4306 0.3232
L24 0.0000 360.0000 0.0000 0.0000 0.3390 4.1993 0.4699
L25 0.0000 360.0000 0.0000 0.0000 0.4913 5.9360 0.5465
L26 0.0000 360.0000 0.0000 0.0000 0.4782 3.8210 0.8177
L27 0.0000 360.0000 0.0000 0.0000 0.4470 4.5784 0.7881
L28 0.0000 360.0000 0.0000 0.0000 0.2339 1.3260 0.2339
L29 0.0000 360.0000 0.0000 0.0000 0.2876 1.7963 0.3835
L30 0.0000 360.0000 0.0000 0.0000 0.3285 3.0696 0.3739
L31 0.0000 360.0000 0.0000 0.0000 0.3607 6.1644 0.4429
L32 0.0000 360.0000 0.0000 0.0000 0.4527 3.4992 0.8785
L33 0.0000 0.0000 0.0000 360.0000 0.1220 1.1377 0.1086
L34 0.0000 360.0000 0.0000 0.0000 0.5113 10.4685 0.2948
L35 0.0000 360.0000 0.0000 0.0000 0.2433 4.8199 0.5692
L36 0.0000 360.0000 0.0000 0.0000 0.2361 4.7355 0.7509
W2637 353.3125 0.0000 0.0000 6.6875 0.0378 0.1999 0.0098
L37 0.0000 360.0000 0.0000 0.0000 0.5494 7.3624 0.5465
L38 0.0000 360.0000 0.0000 0.0000 0.5507 8.3301 1.0126
L39 0.0000 100.5556 259.4444 0.0000 0.6050 8.9835 0.7868
L41 0.0000 360.0000 0.0000 0.0000 0.7034 11.1600 0.7216
4243 0.0000 360.0000 0.0000 0.0000 0.4378 10.4697 0.7680
4344 1.1250 358.8750 0.0000 0.0000 0.4185 8.6096 0.8105
6869 6.5000 353.5000 0.0000 0.0000 0.7661 12.2951 0.7000
4445 0.2083 359.7917 0.0000 0.0000 0.6509 11.7893 0.6099
4546 0.2083 359.7917 0.0000 0.0000 0.5780 8.9607 1.1324
4647 0.9167 359.0833 0.0000 0.0000 0.7902 9.6317 1.1497
4754 0.2083 359.7917 0.0000 0.0000 0.8032 16.4227 0.7475
4849 0.2083 16.9250 0.0000 342.8667 0.1899 1.4148 0.3026
5051 0.2083 41.8542 0.0000 317.9375 0.4195 3.6228 0.2765
5253 0.2083 359.7917 0.0000 0.0000 0.6425 6.5514 0.5020
5354 0.2083 357.1250 0.0000 2.6667 1.0324 31.6689 0.1032
5462 2.8333 357.1667 0.0000 0.0000 1.2100 41.9963 0.2330
5657 353.9514 6.0486 0.0000 0.0000 0.0103 0.3078 0.0064
5758 288.8611 71.1389 0.0000 0.0000 0.0687 1.1101 0.0084
5859 0.2083 359.7917 0.0000 0.0000 0.1268 0.6018 0.1246
5960 0.2083 359.7917 0.0000 0.0000 0.0960 0.8007 0.1050
6061 0.2083 31.9000 0.0000 327.8917 0.1530 2.2183 0.0602
6162 0.2083 359.7917 0.0000 0.0000 0.4695 6.6982 0.5225
6465 0.2083 359.7917 0.0000 0.0000 0.5785 9.6429 0.9516
6566 0.2083 359.7917 0.0000 0.0000 0.8391 17.3453 0.7011
6667 0.2083 359.7917 0.0000 0.0000 1.0471 40.9230 0.2870
L595 0.2083 359.7917 0.0000 0.0000 1.2969 51.2744 0.2190
L598 1.3333 358.6667 0.0000 0.0000 0.2309 0.5511 0.4628
5556ova 342.3833 13.4500 0.0000 4.1667 0.0729 0.2034 0.2268
5556unda 0.2083 31.1167 0.0000 328.6750 0.1113 0.1135 2.1375
5663ova 339.6241 0.0000 0.0000 20.3759 0.0756 0.2955 0.1658
5663und 0.2083 0.0000 0.0000 359.7917 0.1117 0.1091 1.6019
6364ova 349.6417 0.0000 0.0000 10.3583 0.0517 0.5137 0.0363
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1638 4.2660
6264ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6264und 1.2500 358.7500 0.0000 0.0000 0.3306 0.9248 4.7893
6768ova 327.1625 0.0000 0.0000 32.8375 0.1211 3.0374 0.1450
6768und 6.3750 353.6250 0.0000 0.0000 0.3315 0.9578 2.9755
4950ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4950und 1.0417 358.9583 0.0000 0.0000 0.2983 1.1170 0.2180
5152ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5152und 1.0417 358.9583 0.0000 0.0000 0.4894 2.2943 0.3131
*===========================================*
| 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 0.0512 1105.9647 0.0014 1.0000 0.3023 0.0646 0.1061 12.6519
L2 0.0513 1108.0845 0.0015 1.0000 0.2570 0.0636 0.1245 12.6519
L3 0.0513 1108.7912 0.0017 1.0000 0.1648 0.0792 0.1921 12.6519
L4 0.0968 2091.8114 0.0027 1.0000 0.0786 0.1166 0.3795 12.6519
L5 0.0970 2095.8942 0.0033 1.0000 0.0394 0.2197 0.8556 12.6519
L6 0.0971 2097.6302 0.0043 1.0000 0.0194 0.3246 2.2168 2.9661
L7 0.0971 2098.2636 0.0065 1.0000 0.0049 0.6029 7.3563 2.9523
L8 0.1091 2356.1252 0.0088 1.0000 0.0023 0.8529 15.4628 2.9521
L9 0.1092 2359.4158 0.0028 1.0000 0.2390 0.0370 0.6076 6.3260
L10 0.1093 2361.3425 0.0032 1.0000 0.0428 0.2466 3.4580 6.5439
L11 0.1089 2352.4033 0.0047 1.0000 0.0071 0.4822 6.4499 2.9571
L12 0.1079 2331.1263 0.0053 1.0000 0.0033 0.7729 11.2739 2.9548
L13 0.1481 3198.1370 0.0078 1.0000 0.0032 0.8552 13.6242 2.9575
L14 0.1475 3186.6702 0.0037 1.0000 0.2421 0.1003 0.5341 6.3259
L15 0.1478 3192.8432 0.0038 1.0000 0.0978 0.0996 0.9957 8.4601
L24 0.1478 3193.3002 0.0035 1.0000 0.2275 0.0686 0.4710 8.4346
L25 0.1943 4196.5538 0.0054 1.0000 0.1664 0.0969 0.7341 8.4610
L26 0.1946 4204.0245 0.0049 1.0000 0.2390 0.1034 0.5052 8.4346
L27 0.1951 4213.6687 0.0052 1.0000 0.1301 0.1317 0.8119 4.2173
L28 0.0598 1291.7614 0.0012 1.0000 0.3449 0.0500 0.1969 8.4346
L29 0.1123 2426.6342 0.0023 1.0000 0.2752 0.0665 0.3142 8.4346
L30 0.1901 4105.6828 0.0027 1.0000 0.2238 0.1197 0.7323 8.4346
L31 0.2693 5817.4411 0.0042 1.0000 0.1473 0.1403 1.1024 8.4346
L32 0.2924 6315.1824 0.0039 1.0000 0.2635 0.1588 0.6732 10.5432
L33 0.0166 358.9300 0.0007 1.0000 0.3686 0.0213 0.0821 12.6519
L34 0.3108 6713.0148 0.0044 1.0000 0.0600 0.1927 2.6213 10.5432
L35 0.3121 6741.0007 0.0042 1.0000 0.3178 0.1212 0.8064 10.5432
L36 0.3276 7076.2570 0.0043 1.0000 0.5828 0.0944 0.5467 3.7956
W2637 0.0002 5.1807 0.0000 0.0256 0.0100 0.0005 0.0026 0.1000
L37 0.3294 7114.1046 0.0045 1.0000 0.1654 0.1609 1.2207 3.7956
L38 0.5262 11366.747 0.0085 1.0000 0.1433 0.1984 1.3922 3.7956
L39 -0.5273 -11389.81 0.0084 1.0000 0.0000 0.1778 1.7124 8.4346
L41 0.5324 11498.774 0.0082 1.0000 0.1502 0.1918 1.9451 8.4346
4243 0.5678 12263.864 0.0086 0.9993 0.2200 0.1598 1.5585 5.4567
4344 0.5737 12392.404 0.0080 0.9970 0.2701 0.1480 1.4044 0.0723
6869 0.8834 19081.634 0.0058 0.9847 0.1236 0.3084 3.3572 0.1492
4445 0.5902 12749.367 0.0083 0.9993 0.1366 0.1903 2.6372 4.7746
4546 0.6040 13045.745 0.0090 0.9993 0.3384 0.1859 1.4796 3.4104
4647 0.6049 13066.650 0.0087 0.9976 0.1373 0.2454 1.9529 0.0645
4754 0.6154 13293.199 0.0087 0.9993 0.2743 0.2036 2.6496 3.4104
4849 0.0680 1468.4952 0.0018 0.9993 0.6109 0.0393 0.1916 3.4104
5051 0.0913 1973.0161 0.0026 0.9993 0.8784 0.0668 0.5217 3.4104
5253 0.0987 2131.2214 0.0037 0.9993 0.6124 0.1055 0.9064 2.0463
5354 0.0998 2155.4363 0.0059 0.9992 0.0678 0.1887 5.1831 3.2790
5462 0.7157 15459.030 0.0168 0.9931 0.2244 0.2638 7.8324 0.0804
5657 0.0011 23.1354 0.0002 0.0220 0.0252 0.0002 0.0050 0.0200
5758 0.0011 23.4371 0.0002 0.3197 0.0057 0.0076 0.1191 0.0350
5859 0.0207 447.5963 0.0008 0.9993 0.3584 0.0179 0.0702 4.0925
5960 0.0259 559.0075 0.0007 0.9993 0.3254 0.0144 0.0837 3.4104
6061 0.0259 560.4066 0.0008 0.9992 0.8170 0.0155 0.1681 3.2790
6162 0.0353 762.6405 0.0010 0.9993 0.1843 0.0978 1.0005 3.4104
6465 0.8310 17949.977 0.0085 0.9993 0.2953 0.2160 2.2777 3.4104
6566 0.8308 17945.202 0.0085 0.9992 0.1510 0.3020 4.2141 3.9348
6667 0.8810 19028.799 0.0104 0.9993 0.0432 0.3978 10.8927 5.4567
L595 0.7501 16203.116 0.0355 0.9991 0.1208 0.3362 10.6264 5.0273
L598 0.0260 560.9058 0.0006 0.9967 0.2983 0.0458 0.0806 0.3716
5556ova 0.0057 123.0353 0.0004 0.0756 0.0667 0.0038 0.0074 0.0201
5556unda 0.0184 397.2123 0.0004 0.9993 1.4877 0.0282 0.0178 0.9549
5663ova 0.0096 207.4486 0.0004 0.0918 0.0829 0.0045 0.0145 0.0201
5663und 0.0222 478.7656 0.0003 0.9993 1.2180 0.0333 0.0203 0.9549
6364ova 0.0055 118.5853 0.0005 0.0405 0.0496 0.0013 0.0129 0.0500
6364und 0.0432 933.9636 0.0025 0.9993 0.9301 0.0592 0.0539 0.9549
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
6264und 0.7501 16202.723 0.0033 0.9968 0.6016 0.1605 0.3192 0.3716
6768ova 0.1345 2905.1309 0.0025 0.1714 0.1146 0.0152 0.3434 0.0200
6768und 0.7485 16167.409 0.0032 0.9849 0.6196 0.1588 0.3651 0.0140
4950ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0269
4950und 0.0681 1470.9138 0.0010 0.9972 1.4375 0.0537 0.1864 0.0121
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0278
5152und 0.0914 1975.1870 0.0018 0.9972 0.7835 0.0886 0.3637 0.2254
FREE # 1 0.8835 19083.594
*===============================================================*
| 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 1.0724 0.0000 1.2314 0.5494 0.7106 103.5940 102.3092 Max Flow
L2 1.0612 0.0000 0.9583 0.4835 0.5980 102.3093 101.0633 Max Flow
L3 1.0407 0.0000 0.4099 0.4796 0.6822 101.0633 100.3781 Max Flow
L4 2.0369 0.0000 0.4587 0.5624 0.9114 100.3782 99.9114 Max Flow
L5 2.0002 0.0000 0.3358 0.4782 0.9064 99.9114 99.5563 Max Flow
L6 1.9842 0.0000 0.0117 0.5561 0.4770 99.5566 99.5673 Max Flow
L7 1.9646 0.0000 0.0007 0.5116 0.4280 99.5673 99.5682 Max Flow
L8 2.2530 0.0000 0.0002 0.5175 0.4431 99.5685 99.5687 Max Flow
L9 2.2030 0.0000 0.1577 0.1839 0.5061 99.5687 99.3939 Max Flow
L10 2.1975 0.0000 0.0365 0.1995 0.1695 98.8709 97.6169 Max Flow
L11 2.1726 0.0000 0.0026 0.4758 0.4345 97.6170 97.6185 Max Flow
L12 2.1386 0.0000 0.0006 0.5408 0.4876 97.6185 97.6188 Max Flow
L13 3.1240 0.0000 0.0010 0.7710 0.7086 97.6188 97.6190 Max Flow
L14 3.0752 0.0000 0.0746 0.3965 0.6002 97.6190 97.5265 Max Flow
L15 3.0492 0.0000 0.2047 0.2690 0.4400 94.9007 94.6641 Max Flow
L24 2.9765 0.0000 0.4688 0.4349 0.6224 94.6641 94.1847 Max Flow
L25 4.0101 0.0000 0.2282 0.4506 0.5943 94.1847 93.8102 Max Flow
L26 3.8650 0.0000 0.4503 0.5482 1.0777 93.8102 93.2856 Max Flow
L27 3.8283 0.0000 0.1028 0.5771 0.5439 93.2856 93.1103 Max Flow
L28 0.8243 0.0000 4.1145 0.2117 0.2944 120.7961 113.8879 Max Flow
L29 1.6310 0.0000 7.9951 0.2715 0.3754 113.8670 105.8885 Max Flow
L30 2.1629 0.0000 3.3920 0.2833 0.3877 105.8884 98.1592 Max Flow
L31 3.1230 0.0000 0.8906 0.4631 0.6592 98.1591 95.8002 Max Flow
L32 3.2622 0.0000 0.8217 0.6784 0.9696 95.8003 94.9516 Max Flow
L33 0.4302 0.0000 0.5376 0.2022 0.3307 97.8780 97.3222 Max Flow
L34 3.4452 0.0000 0.0725 0.3660 0.8351 94.9516 94.8797 Max Flow
L35 3.4492 0.0000 1.1742 0.7038 0.8229 94.8797 93.6610 Max Flow
L36 3.5858 0.0000 0.1595 0.6816 0.6809 93.6610 93.1930 Max Flow
W2637 0.0172 0.0000 0.1720 0.0124 0.0663 93.8102 93.6324 Max Flow
L37 3.6796 0.0000 0.0316 0.5546 0.6564 93.1927 93.1727 Max Flow
L38 6.6962 0.0000 0.0568 0.7897 1.3784 93.1727 93.1118 Max Flow
L39 -0.0158 0.0000 -0.0072 0.0048 0.0153 92.1848 92.1920 Max Flow
L41 6.8903 0.0000 0.3652 0.6399 1.1089 92.9930 92.6316 Max Flow
4243 7.2769 0.0000 0.9072 0.7500 1.1307 92.6316 91.7052 Max Flow
4344 7.0542 0.0000 0.8106 0.7197 1.0123 91.7054 90.8607 Max Flow
6869 6.1405 0.0000 0.1604 0.6271 1.3997 89.2401 89.0796 Max Flow
4445 6.8744 0.0000 0.1125 0.5148 0.7676 90.8611 90.7570 Max Flow
4546 6.7984 0.0000 0.3074 0.8768 1.0557 90.7574 90.4512 Max Flow
4647 6.5724 0.0000 0.0464 0.7163 1.5655 90.6570 90.6096 Max Flow
4754 6.2945 0.0000 0.0229 0.6510 0.9496 90.6102 90.5917 Max Flow
4849 1.2919 0.0000 0.2357 0.2749 0.3531 90.9533 90.6849 Max Flow
5051 1.8364 0.0000 0.2736 0.2024 0.2855 90.6233 90.3407 Max Flow
5253 2.0127 0.0000 0.5117 0.3208 0.2996 90.2655 89.7475 Max Flow
5354 1.6124 0.0000 0.0268 0.1120 0.1810 89.7478 89.7310 Max Flow
5462 5.8462 0.0000 0.0012 0.2396 0.3418 90.7056 90.7049 Max Flow
5657 0.1228 0.0000 0.2240 0.0168 0.0108 99.5427 99.2452 Max Flow
5758 0.0919 0.0000 0.0176 0.0205 0.0127 99.2452 92.5819 Max Flow
5859 0.4227 0.0000 0.5540 0.1239 0.1409 92.5819 91.7790 Max Flow
5960 0.5427 0.0000 0.4842 0.1303 0.1521 91.7790 91.2721 Max Flow
6061 0.5318 0.0000 0.0247 0.1017 0.1110 91.2721 91.0318 Max Flow
6162 0.7006 0.0000 0.2470 0.4636 0.4544 90.9558 89.7271 Max Flow
6465 6.2874 0.0000 0.1253 0.8652 0.9479 89.5787 89.4761 Max Flow
6566 6.0813 0.0000 0.0212 0.8887 1.1274 89.5960 89.5786 Max Flow
6667 6.1546 0.0000 0.0090 0.6882 1.1681 89.6019 89.5932 Max Flow
L595 5.9671 0.0000 0.0004 0.2422 0.3468 90.7049 90.7044 Max Flow
L598 0.4958 0.0683 0.0104 0.2591 0.1697 91.0318 90.9558 Max Flow
5556ova 0.2898 0.0000 0.4450 0.1907 0.1536 100.0046 99.5536 Max Flow
5556unda 0.2210 0.1735 0.2880 0.3356 0.2559 100.0046 99.5427 Max Flow
5663ova 0.3385 0.0000 1.3935 0.1593 0.1422 99.5427 98.1422 Max Flow
5663und 0.2353 0.6039 1.5987 0.3424 0.3750 99.5427 97.3424 Max Flow
6364ova 0.3471 0.0000 7.0967 0.0421 0.0406 97.0597 89.9406 Max Flow
6364und 0.6252 1.5500 6.0225 1.3097 0.3428 97.0597 89.4864 Max Flow
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6264und 2.9679 0.9727 0.0938 0.9528 0.8221 90.7044 89.6385 Max Flow
6768ova 2.5489 0.0000 0.0471 0.1519 0.2163 89.5933 89.5319 Max Flow
6768und 2.0327 0.3896 0.0457 0.8047 0.6266 89.4430 89.0197 Max Flow
4950ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4950und 0.6431 0.0403 0.0026 0.1672 0.1603 90.6698 90.6232 Max Flow
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
5152und 0.9108 0.0650 0.0032 0.2107 0.1746 90.3408 90.2655 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 155.0000 205.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L10 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L11 0.0000 280.0000 0.0000 80.0000 0.0000 0.0000 0.0000 0.0000 None
L12 0.0000 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 None
L13 0.0000 280.0000 0.0000 80.0000 0.0000 0.0000 0.0000 0.0000 None
L14 150.0000 210.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L15 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L24 230.0000 130.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 320.0000 10.0000 0.0000 0.0000 0.0000 30.0000 0.0000 None
L28 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L29 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L30 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L31 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L32 30.0000 330.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 35.0000 325.0000 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 155.0000 205.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 0.0000 310.0000 30.0000 0.0000 0.0000 0.0000 20.0000 0.0000 None
W2637 5.0000 0.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L37 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L38 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L39 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L41 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4243 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4344 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6869 0.0000 355.0000 5.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4445 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4546 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4647 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4754 140.0000 220.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 10.0000 350.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5051 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5253 35.0000 310.0000 10.0000 5.0000 0.0000 0.0000 0.0000 0.0000 None
5354 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5462 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5657 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5758 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5859 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5960 30.0000 330.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6061 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 5.0000 345.0000 10.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6465 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L598 0.0000 0.0000 300.0000 50.0000 0.0000 0.0000 10.0000 0.0000 None
5556ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556unda 0.0000 0.0000 340.0000 0.0000 0.0000 20.0000 0.0000 0.0000 None
5663ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5663und 0.0000 0.0000 340.0000 0.0000 0.0000 0.0000 20.0000 0.0000 None
6364ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6364und 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 15.0000 110.0000 0.0000 0.0000 235.0000 0.0000 None
6768ova 15.0000 20.0000 325.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 85.0000 110.0000 0.0000 25.0000 140.0000 0.0000 None
4950ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950und 0.0000 340.0000 0.0000 20.0000 0.0000 0.0000 0.0000 0.0000 None
5152ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5152und 0.0000 0.0000 245.0000 105.0000 0.0000 0.0000 10.0000 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
L1 0.0000 1.1250 1.1250 0.0000
L2 357.2083 357.2500 0.0000 0.0000
L3 358.9167 358.9167 0.0000 0.0000
L4 326.8917 326.9583 0.0000 0.0000
L5 0.0500 337.7500 0.0000 0.0000
L6 0.0000 345.6875 0.0000 0.0000
L7 0.0000 329.5417 0.0000 0.0000
L8 0.0000 337.1667 0.0000 0.0000
L9 0.0000 0.0000 0.0000 0.0000
L10 360.0000 360.0000 0.0000 0.0000
L11 0.0000 358.6667 0.0000 0.0000
L12 0.0000 350.5139 0.0000 0.0000
L13 0.0000 360.0000 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.7917 358.9583 0.0000 0.0000
L24 9.6167 10.6750 0.0000 0.0000
L25 357.3333 357.3333 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 359.9583 359.9583 0.0000 0.0000
L28 129.8333 131.0000 0.0000 0.0000
L29 339.0208 339.0208 0.0000 0.0000
L30 358.8750 358.8750 0.0000 0.0000
L31 358.8750 358.8750 0.0000 0.0000
L32 26.6944 26.6944 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.0833 353.6667 0.0000 0.0000
L35 4.7500 4.7917 0.0000 0.0000
L36 44.3333 44.3889 0.0833 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 323.0764 359.0000 0.0000 0.0000
L38 0.0417 3.8750 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 20.9444 35.8889 0.0000 0.0000
4243 275.8417 275.8417 0.0833 0.0000
4344 4.2500 4.2917 0.0000 0.0000
6869 3.7940 4.5509 0.0000 0.0000
4445 310.0278 358.1667 0.0000 0.0000
4546 11.2292 33.2083 0.0000 0.0000
4647 0.0208 7.5833 0.0000 0.0000
4754 3.5625 40.7500 0.0000 0.0000
4849 13.9417 13.9833 0.0000 0.0000
5051 7.2708 28.4375 0.8333 0.0000
5253 12.2431 43.1806 12.5139 0.0000
5354 306.1458 351.0486 0.2500 0.0000
5462 302.5000 357.1667 0.0000 0.0000
5657 345.7778 345.7778 3.7222 0.0000
5758 347.5833 347.5833 0.0000 0.0000
5859 358.4583 358.5000 0.0000 0.0000
5960 298.0833 298.0833 0.0000 0.0000
6061 30.8083 30.8083 0.0000 0.0000
6162 351.0556 351.0833 4.3333 0.0000
6465 317.9769 353.9167 0.2917 0.0000
6566 244.1115 358.6667 0.0000 0.0000
6667 0.1124 352.1019 0.0000 0.0000
L595 239.5000 358.2500 0.0000 0.0000
L598 298.4306 356.9514 1.1667 0.0000
5556ova 344.7222 345.5833 9.4931 0.0000
5556unda 1.8500 6.3333 336.8667 0.0000
5663ova 0.2917 0.2917 0.0000 0.0000
5663und 0.0000 0.0000 336.4000 0.0000
6364ova 0.0000 0.0000 349.1083 0.0000
6364und 314.6944 314.9444 7.4444 0.0000
6264ova 0.0000 0.0000 0.0000 0.0000
6264und 0.8750 303.7083 0.0000 0.0000
6768ova 0.0000 0.0000 303.1875 0.0000
6768und 0.0000 288.1944 0.7917 0.0000
4950ova 0.0000 0.0000 0.0000 0.0000
4950und 0.2917 343.9361 0.0000 0.0000
5152ova 0.0000 0.0000 0.0000 0.0000
5152und 134.5000 347.5972 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 0.3072 1.0383 0.2957 0.0121 1.0661 0.0054 0.0395 1.0267 0.0182 0.4152 10.7809 0.1912 0.7007
L2 0.0000 0.8839 0.0000 0.0000 1.0780 0.0000 0.0000 1.2195 0.0000 0.0000 13.4148 0.0000 0.6440
L3 0.0000 0.5601 0.0000 0.0000 1.0667 0.0000 0.0000 1.9044 0.0000 0.0000 30.4701 0.0000 0.8035
L4 0.1986 0.6785 0.2151 0.0063 2.0444 0.0164 0.0316 3.0131 0.0762 0.5057 48.2090 1.2196 0.9028
L5 0.0000 0.7058 0.0000 0.0000 2.0537 0.0000 0.0000 2.9098 0.0000 0.0000 29.0980 0.0000 0.8033
L6 0.1282 0.6170 0.1890 0.0633 1.9317 0.0539 0.4938 3.1307 0.2853 5.0367 31.9329 2.9101 0.9857
L7 0.0215 0.2012 0.0446 0.0030 2.0385 0.0133 0.1388 10.1303 0.2984 1.4573 106.3678 3.1332 1.5026
L8 0.0083 0.1148 0.0167 0.0006 2.3108 0.0012 0.0669 20.1223 0.0700 0.6692 201.2227 0.6996 1.9736
L9 0.3500 0.5965 0.5731 0.8478 1.3898 0.0555 2.4221 2.3302 0.0969 24.2209 23.3016 0.9692 0.2795
L10 0.2219 0.4795 0.2244 0.1390 1.9465 0.2077 0.6265 4.0596 0.9257 6.2645 40.5956 9.2566 0.5638
L11 0.0443 0.2852 0.0887 0.0324 2.2101 0.0742 0.7317 7.7481 0.8363 12.0735 127.8431 13.7983 1.2256
L12 0.0217 0.1719 0.0442 0.0124 2.3011 0.0220 0.5721 13.3899 0.4989 9.4392 220.9327 8.2320 1.8146
L13 0.0242 0.2089 0.0496 0.0303 3.1150 0.0583 1.2512 14.9117 1.1757 21.8959 260.9541 20.5753 2.4110
L14 0.0000 0.3829 0.7088 0.0000 0.1539 3.0384 0.0000 0.4019 4.2865 0.0000 4.0191 42.8646 0.4131
L15 0.3263 0.7440 0.3048 0.3559 2.5587 0.2742 1.0909 3.4391 0.8995 14.1815 44.7088 11.6939 0.5441
L24 0.1044 0.7545 0.0000 0.0011 3.1587 0.0000 0.0103 4.1868 0.0000 0.2055 83.7356 0.0000 0.6272
L25 0.3388 0.7792 0.2832 0.1640 3.7743 0.1710 0.4840 4.8437 0.6038 7.7436 77.4998 9.6600 0.7781
L26 0.0000 1.0655 0.0000 0.0000 4.0624 0.0000 0.0000 3.8126 0.0000 0.0000 57.1889 0.0000 0.8070
L27 0.0000 0.9413 0.1177 0.0000 4.0265 0.0326 0.0000 4.2775 0.2769 0.0000 62.0231 4.0145 0.8947
L28 0.0000 0.6637 0.0000 0.0000 0.8750 0.0000 0.0000 1.3184 0.0000 0.0000 176.6685 0.0000 0.3511
L29 0.0000 0.9810 0.0000 0.0000 1.7601 0.0000 0.0000 1.7942 0.0000 0.0000 283.4812 0.0000 0.3926
L30 0.0000 0.7105 0.0000 0.0000 2.1775 0.0000 0.0000 3.0646 0.0000 0.0000 459.6957 0.0000 0.5311
L31 0.0000 0.5156 0.0000 0.0000 3.1601 0.0000 0.0000 6.1288 0.0000 0.0000 545.4658 0.0000 0.8631
L32 0.2556 0.9531 0.2457 0.0164 3.2453 0.0068 0.0642 3.4050 0.0278 1.3483 71.5049 0.5843 0.9492
L33 0.1407 0.4217 0.1404 0.0167 0.4104 0.0054 0.1185 0.9734 0.0388 1.1849 9.7336 0.3879 0.3147
L34 0.0684 0.3390 0.2497 0.0053 3.2176 0.2223 0.0781 9.4919 0.8904 1.3675 166.1086 15.5821 0.8943
L35 0.0000 0.7194 0.2523 0.0000 3.4482 0.0046 0.0000 4.7934 0.0183 0.0000 103.0590 0.3925 0.8104
L36 0.2043 0.7830 0.0262 0.0162 3.5734 0.0000 0.0795 4.5640 0.0003 1.4301 82.1519 0.0058 0.7819
W2637 0.1496 0.1556 0.0203 0.0036 0.0268 0.0000 0.0240 0.1723 0.0001 0.2405 1.7234 0.0013 0.0842
L37 0.0814 0.5325 0.0246 0.0371 3.6639 0.0003 0.4561 6.8805 0.0120 10.7181 161.6921 0.2816 1.0379
L38 0.1577 1.0098 0.0889 0.2077 6.9768 0.0087 1.3170 6.9091 0.0978 18.4386 96.7269 1.3695 1.1723
L39 0.0000 0.8108 0.2361 0.0000 7.1182 0.0424 0.0000 8.7795 0.1797 0.0000 87.7948 1.7965 1.0095
L41 0.2754 0.6809 0.2678 0.1860 6.7403 0.1563 0.6754 9.8992 0.5837 36.8116 539.5069 31.8118 1.1348
4243 0.2397 1.0662 0.3302 0.7669 5.9620 0.5491 3.1994 5.5918 1.6629 191.9655 335.5087 99.7712 1.1103
4344 0.4396 1.2753 0.3060 1.5668 5.3838 0.2497 3.5639 4.2215 0.8162 178.1969 211.0732 40.8114 0.9818
6869 0.0000 0.5005 0.0000 0.0000 6.1457 0.0000 0.0000 12.2794 0.0000 0.0000 245.5871 0.0000 1.4004
4445 0.0000 0.6135 0.0000 0.0000 7.2306 0.0000 0.0000 11.7849 0.0000 0.0000 388.9031 0.0000 0.9821
4546 0.5602 1.2560 0.3243 3.0119 4.2095 0.0733 5.3768 3.3515 0.2261 134.4193 83.7881 5.6524 1.2447
4647 0.1853 0.7769 0.1951 0.0539 6.8633 0.0988 0.2908 8.8341 0.5064 5.8153 176.6816 10.1285 1.4016
4754 0.2788 0.4788 0.2850 0.8265 4.8346 0.9546 2.9644 10.0964 3.3496 91.8974 312.9878 103.8379 1.4598
4849 0.0000 0.9334 0.0000 0.0000 1.3127 0.0000 0.0000 1.4063 0.0000 0.0000 16.8759 0.0000 0.3346
5051 0.3319 0.5307 0.0000 0.0852 1.7850 0.0000 0.2567 3.3632 0.0000 4.8767 63.9017 0.0000 0.5031
5253 0.0998 0.3866 0.1388 0.0790 1.9046 0.1155 0.7911 4.9259 0.8321 15.8226 98.5189 16.6415 0.9722
5354 0.0341 0.0630 0.0435 0.1061 1.6017 0.1365 3.1082 25.4206 3.1387 90.1374 737.1963 91.0226 1.3047
5462 0.0908 0.1531 0.0380 0.3616 5.4459 0.0931 3.9810 35.5608 2.4500 47.7725 426.7299 29.4005 1.6094
5657 0.0621 0.4391 0.1272 0.0000 0.1311 0.0000 0.0000 0.2986 0.0000 0.0000 1.7918 0.0001 0.0150
5758 0.0608 0.1030 0.0666 0.0006 0.1120 0.0009 0.0098 1.0872 0.0128 0.4907 54.3624 0.6414 0.0775
5859 0.0000 0.7574 0.0000 0.0000 0.4553 0.0000 0.0000 0.6011 0.0000 0.0000 10.8189 0.0000 0.1636
5960 0.2415 0.7145 0.2058 0.0017 0.5644 0.0006 0.0069 0.7900 0.0028 0.1178 13.4298 0.0484 0.1527
6061 0.1228 0.2572 0.0420 0.0039 0.5603 0.0002 0.0321 2.1786 0.0053 0.3531 23.9651 0.0587 0.2341
6162 0.0615 0.1761 0.0241 0.2179 0.4844 0.0098 3.5420 2.7507 0.4053 106.2592 82.5222 12.1598 1.2581
6465 0.2636 0.6800 0.3518 0.0316 6.1211 0.1818 0.1201 9.0021 0.5168 3.8422 288.0660 16.5377 1.2662
6566 0.0000 0.3785 0.3126 0.0000 4.1269 2.0123 0.0000 10.9042 6.4380 0.0000 381.6485 225.3299 1.6667
6667 0.1225 0.2108 0.1076 2.4486 2.9986 0.7210 19.9824 14.2269 6.7030 999.1200 711.3468 335.1514 1.8963
L595 0.0583 0.1329 0.0332 0.3424 5.5155 0.1296 5.8683 41.4886 3.8977 35.2097 248.9314 23.3860 1.8683
5556ova 0.0639 1.4671 0.0000 0.0000 0.2969 0.0000 0.0002 0.2024 0.0000 0.0031 3.2377 0.0000 0.1554
5663ova 0.0000 1.1604 0.0367 0.0000 0.3427 0.0000 0.0000 0.2954 0.0000 0.0000 24.5150 0.0005 0.1430
6364ova 0.0603 0.7059 0.0603 0.0000 0.3625 0.0000 0.0001 0.5136 0.0001 0.0076 56.4909 0.0076 0.0524
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6768ova 0.6342 0.9877 0.6099 0.3677 1.8001 0.3841 0.5799 1.8225 0.6299 5.7988 18.2253 6.2987 0.1753
4950ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
*========================================================*
| Table E14a - Natural Channel Encroachment Information |
*========================================================*
<------- Existing Conveyance Condition -------> <----- Encroachment Conveyance Condition -----> <- % Volume --> <-- Encroachment Data -->
Conduit Left Centre Right Total Left Right Left Centre Right Total Left Right Reduction Depth
Name Bank Channel Bank Station Station Bank Channel Bank Station Station Left Right Incr. Method
---------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -----------------
L1 0.04011 3.5199 0.01778 3.5778 9.3448 12.802 0.04011 3.5199 0.01778 3.5778 9.3448 12.802 0.0000 0.0000 0.0000 None
L2 0.0000 3.6809 0.0000 3.6809 2.5282 6.3158 0.0000 3.6809 0.0000 3.6809 2.5282 6.3158 0.0000 0.0000 0.0000 None
L3 0.0000 6.6632 0.0000 6.6632 5.3110 10.051 0.0000 6.6632 0.0000 6.6632 5.3110 10.051 0.0000 0.0000 0.0000 None
L4 0.04013 13.070 0.1048 13.215 4.8722 11.491 0.04013 13.070 0.1048 13.215 4.8722 11.491 0.0000 0.0000 0.0000 None
L5 0.0000 11.151 0.0000 11.151 7.0837 13.488 0.0000 11.151 0.0000 11.151 7.0837 13.488 0.0000 0.0000 0.0000 None
L6 2.2524 68.707 1.9182 72.877 7.0658 15.406 2.2524 68.707 1.9182 72.877 7.0658 15.406 0.0000 0.0000 0.0000 None
L7 0.3936 268.31 1.7510 270.46 5.0396 18.850 0.3936 268.31 1.7510 270.46 5.0396 18.850 0.0000 0.0000 0.0000 None
L8 0.1452 602.78 0.3045 603.23 6.2734 25.955 0.1452 602.78 0.3045 603.23 6.2734 25.955 0.0000 0.0000 0.0000 None
L9 6.9908 11.460 0.4580 18.909 3.6889 30.509 6.9908 11.460 0.4580 18.909 3.6889 30.509 0.0000 0.0000 0.0000 None
L10 2.6380 36.942 3.9414 43.521 10.278 22.983 2.6380 36.942 3.9414 43.521 10.278 22.983 0.0000 0.0000 0.0000 None
L11 2.9319 200.07 6.7184 209.72 6.5615 21.544 2.9319 200.07 6.7184 209.72 6.5615 21.544 0.0000 0.0000 0.0000 None
L12 2.2476 416.42 3.9898 422.66 6.7323 22.402 2.2476 416.42 3.9898 422.66 6.7323 22.402 0.0000 0.0000 0.0000 None
L13 5.1466 529.08 9.9008 544.13 3.1870 22.268 5.1466 529.08 9.9008 544.13 3.1870 22.268 0.0000 0.0000 0.0000 None
L14 0.0000 1.7926 35.390 37.182 4.5324 25.306 0.0000 1.7926 35.390 37.182 4.5324 25.306 0.0000 0.0000 0.0000 None
L15 3.1294 22.498 2.4110 28.038 2.6765 16.491 3.1294 22.498 2.4110 28.038 2.6765 16.491 0.0000 0.0000 0.0000 None
L24 .007022 20.691 0.0000 20.698 5.2944 17.252 .007022 20.691 0.0000 20.698 5.2944 17.252 0.0000 0.0000 0.0000 None
L25 1.5179 34.938 1.5827 38.038 3.4186 15.004 1.5179 34.938 1.5827 38.038 3.4186 15.004 0.0000 0.0000 0.0000 None
L26 0.0000 23.686 0.0000 23.686 5.9311 13.467 0.0000 23.686 0.0000 23.686 5.9311 13.467 0.0000 0.0000 0.0000 None
L27 0.0000 58.917 0.4769 59.394 11.542 20.892 0.0000 58.917 0.4769 59.394 11.542 20.892 0.0000 0.0000 0.0000 None
L28 0.0000 5.0387 0.0000 5.0387 27.245 32.755 0.0000 5.0387 0.0000 5.0387 27.245 32.755 0.0000 0.0000 0.0000 None
L29 0.0000 7.8184 0.0000 7.8184 23.930 30.070 0.0000 7.8184 0.0000 7.8184 23.930 30.070 0.0000 0.0000 0.0000 None
L30 0.0000 16.587 0.0000 16.587 26.230 33.770 0.0000 16.587 0.0000 16.587 26.230 33.770 0.0000 0.0000 0.0000 None
L31 0.0000 27.856 0.0000 27.856 22.511 42.381 0.0000 27.856 0.0000 27.856 22.511 42.381 0.0000 0.0000 0.0000 None
L32 0.09013 17.820 0.03754 17.947 8.4393 15.873 0.09013 17.820 0.03754 17.947 8.4393 15.873 0.0000 0.0000 0.0000 None
L33 0.08822 2.1727 0.02884 2.2898 8.6264 17.839 0.08822 2.1727 0.02884 2.2898 8.6264 17.839 0.0000 0.0000 0.0000 None
L34 0.08710 52.467 3.6255 56.180 2.5011 22.830 0.08710 52.467 3.6255 56.180 2.5011 22.830 0.0000 0.0000 0.0000 None
L35 0.0000 14.519 0.01939 14.538 9.0472 29.764 0.0000 14.519 0.01939 14.538 9.0472 29.764 0.0000 0.0000 0.0000 None
L36 0.1598 35.172 .000083 35.332 5.1363 27.954 0.1598 35.172 .000083 35.332 5.1363 27.954 0.0000 0.0000 0.0000 None
W2637 0.02889 0.2154 .000021 0.2443 8.7287 13.260 0.02889 0.2154 .000021 0.2443 8.7287 13.260 0.0000 0.0000 0.0000 None
L37 1.1331 111.78 .008992 112.93 5.2505 18.408 1.1331 111.78 .008992 112.93 5.2505 18.408 0.0000 0.0000 0.0000 None
L38 3.7060 124.48 0.1551 128.34 20.727 35.608 3.7060 124.48 0.1551 128.34 20.727 35.608 0.0000 0.0000 0.0000 None
L39 0.0000 65.391 0.3896 65.780 21.953 36.377 0.0000 65.391 0.3896 65.780 21.953 36.377 0.0000 0.0000 0.0000 None
L41 2.3455 84.983 1.9707 89.299 20.620 35.882 2.3455 84.983 1.9707 89.299 20.620 35.882 0.0000 0.0000 0.0000 None
4243 8.0450 62.546 5.7604 76.352 15.713 40.387 8.0450 62.546 5.7604 76.352 15.713 40.387 0.0000 0.0000 0.0000 None
4344 14.779 50.783 2.3556 67.918 16.672 38.206 14.779 50.783 2.3556 67.918 16.672 38.206 0.0000 0.0000 0.0000 None
6869 0.0000 68.542 0.0000 68.542 25.351 41.076 0.0000 68.542 0.0000 68.542 25.351 41.076 0.0000 0.0000 0.0000 None
4445 0.0000 126.86 0.0000 126.86 12.447 30.195 0.0000 126.86 0.0000 126.86 12.447 30.195 0.0000 0.0000 0.0000 None
4546 43.067 60.190 1.0485 104.31 9.9695 24.946 43.067 60.190 1.0485 104.31 9.9695 24.946 0.0000 0.0000 0.0000 None
4647 1.3772 175.40 2.5246 179.30 10.063 21.542 1.3772 175.40 2.5246 179.30 10.063 21.542 0.0000 0.0000 0.0000 None
4754 38.522 225.32 44.488 308.33 15.925 36.091 38.522 225.32 44.488 308.33 15.925 36.091 0.0000 0.0000 0.0000 None
4849 0.0000 9.3411 0.0000 9.3411 22.354 29.664 0.0000 9.3411 0.0000 9.3411 22.354 29.664 0.0000 0.0000 0.0000 None
5051 1.9025 39.858 0.0000 41.761 14.280 22.570 1.9025 39.858 0.0000 41.761 14.280 22.570 0.0000 0.0000 0.0000 None
5253 6.2613 151.00 9.1535 166.42 9.2806 18.994 6.2613 151.00 9.1535 166.42 9.2806 18.994 0.0000 0.0000 0.0000 None
5354 39.373 594.54 50.675 684.59 4.1408 34.331 39.373 594.54 50.675 684.59 4.1408 34.331 0.0000 0.0000 0.0000 None
5462 39.571 595.97 10.187 645.72 5.5815 38.638 39.571 595.97 10.187 645.72 5.5815 38.638 0.0000 0.0000 0.0000 None
5657 .90E-06 0.6940 .000016 0.6940 0.09891 29.903 .90E-06 0.6940 .000016 0.6940 0.09891 29.903 0.0000 0.0000 0.0000 None
5758 0.02877 5.4003 0.04123 5.4703 4.7091 20.331 0.02877 5.4003 0.04123 5.4703 4.7091 20.331 0.0000 0.0000 0.0000 None
5859 0.0000 2.5385 0.0000 2.5385 7.5450 12.229 0.0000 2.5385 0.0000 2.5385 7.5450 12.229 0.0000 0.0000 0.0000 None
5960 0.01009 3.4027 .003535 3.4163 7.8367 16.134 0.01009 3.4027 .003535 3.4163 7.8367 16.134 0.0000 0.0000 0.0000 None
6061 0.09878 14.037 .005610 14.141 14.083 26.942 0.09878 14.037 .005610 14.141 14.083 26.942 0.0000 0.0000 0.0000 None
6162 20.381 45.317 0.9143 66.612 0.08019 15.009 20.381 45.317 0.9143 66.612 0.08019 15.009 0.0000 0.0000 0.0000 None
6465 0.7138 138.05 4.1010 142.87 28.562 44.402 0.7138 138.05 4.1010 142.87 28.562 44.402 0.0000 0.0000 0.0000 None
6566 0.0000 175.10 85.376 260.47 5.6430 25.064 0.0000 175.10 85.376 260.47 5.6430 25.064 0.0000 0.0000 0.0000 None
6667 195.52 239.43 57.572 492.52 3.7227 41.488 195.52 239.43 57.572 492.52 3.7227 41.488 0.0000 0.0000 0.0000 None
L595 47.838 770.58 18.104 836.52 0.09686 40.347 47.838 770.58 18.104 836.52 0.09686 40.347 0.0000 0.0000 0.0000 None
5556ova .000074 1.8050 0.0000 1.8051 9.0294 11.700 .000074 1.8050 0.0000 1.8051 9.0294 11.700 0.0000 0.0000 0.0000 None
5663ova 0.0000 2.6553 .16E-05 2.6553 9.1047 12.901 0.0000 2.6553 .16E-05 2.6553 9.1047 12.901 0.0000 0.0000 0.0000 None
6364ova .000016 1.4383 .000016 1.4384 0.09738 9.9026 .000016 1.4383 .000016 1.4384 0.09738 9.9026 0.0000 0.0000 0.0000 None
6264ova 0.0000 0.0000 0.0000 0.0000 51.700 51.700 0.0000 0.0000 0.0000 0.0000 51.700 51.700 0.0000 0.0000 0.0000 None
6768ova 5.7204 28.001 5.9754 39.697 24.485 49.420 5.7204 28.001 5.9754 39.697 24.485 49.420 0.0000 0.0000 0.0000 None
4950ova 0.0000 0.0000 0.0000 0.0000 18.400 18.400 0.0000 0.0000 0.0000 0.0000 18.400 18.400 0.0000 0.0000 0.0000 None
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
*==================================*
| Table E14b - Floodplain Mapping |
*==================================*
Conduit Upstream Downstream Channel Center <----- Left Offsets ------> <----- Right Offsets ------> <- Channel Widths->
Name WS Elev. WS Elev. Length Station Natural Encroach Bank Natural Encroach Bank Total Encroach.
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
L1 103.5965 102.3128 10.5000 11.7000 2.3552 2.3552 1.7000 1.1017 1.1017 0.8000 3.4570 3.4570
L2 102.3128 101.0697 11.0000 4.2000 1.6718 1.6718 2.7000 2.1158 2.1158 2.3000 3.7876 3.7876
L3 101.0697 100.3826 16.0000 7.4000 2.0890 2.0890 2.6000 2.6514 2.6514 3.3000 4.7404 4.7404
L4 100.3826 99.9200 16.0000 6.5000 1.6278 1.6278 1.3000 4.9906 4.9906 4.2000 6.6184 6.6184
L5 99.9200 99.5597 10.0000 11.5000 4.4163 4.4163 5.5000 1.9882 1.9882 2.4000 6.4045 6.4045
L6 99.5597 99.5714 10.2000 12.1000 5.0342 5.0342 2.6000 3.3064 3.3064 1.9000 8.3407 8.3407
L7 99.5714 99.5730 10.5000 11.9000 6.8604 6.8604 6.0000 6.9498 6.9498 5.1000 13.8101 13.8101
L8 99.5729 99.5734 10.0000 14.5000 8.2266 8.2266 7.6000 11.4550 11.4550 10.8000 19.6816 19.6816
L9 99.5735 99.3963 10.0000 27.5000 23.8111 23.8111 8.2000 3.0092 3.0092 2.2000 26.8204 26.8204
L10 98.8751 97.6194 10.0000 19.7000 9.4221 9.4221 7.2000 3.2835 3.2835 0.0000 12.7056 12.7056
L11 97.6194 97.6210 16.5000 12.9000 6.3385 6.3385 3.5000 8.6440 8.6440 5.4000 14.9826 14.9826
L12 97.6210 97.6214 16.5000 15.0000 8.2677 8.2677 6.0000 7.4022 7.4022 5.5000 15.6699 15.6699
L13 97.6214 97.6222 17.5000 12.5000 9.3130 9.3130 4.6000 9.7680 9.7680 5.5000 19.0810 19.0810
L14 97.6222 97.5271 10.0000 5.0000 0.4676 0.4676 0.6000 20.3056 20.3056 1.4000 20.7732 20.7732
L15 94.9113 94.6802 13.0000 6.5000 3.8235 3.8235 0.0000 9.9910 9.9910 6.5000 13.8145 13.8145
L24 94.6802 94.1912 20.0000 16.8000 11.5056 11.5056 11.2000 0.4521 0.4521 0.8000 11.9577 11.9577
L25 94.1912 93.8276 16.0000 4.7000 1.2814 1.2814 0.0000 10.3036 10.3036 7.9000 11.5851 11.5851
L26 93.8276 93.3010 15.0000 7.8000 1.8689 1.8689 2.6000 5.6674 5.6674 7.2000 7.5362 7.5362
L27 93.3010 93.1924 14.5000 13.7000 2.1576 2.1576 3.4000 7.1915 7.1915 5.1000 9.3491 9.3491
L28 120.8054 113.9030 134.0000 31.0000 3.7554 3.7554 11.0000 1.7554 1.7554 19.0000 5.5108 5.5108
L29 113.9030 105.8899 158.0000 28.5000 4.5703 4.5703 16.5000 1.5703 1.5703 19.5000 6.1406 6.1406
L30 105.8899 98.1637 150.0000 32.0000 5.7703 5.7703 12.0000 1.7703 1.7703 17.0000 7.5407 7.5407
L31 98.1637 95.8010 89.0000 30.0000 7.4894 7.4894 10.0000 12.3812 12.3812 19.0000 19.8707 19.8707
L32 95.8010 94.9516 21.0000 13.6000 5.1607 5.1607 4.3000 2.2730 2.2730 1.9000 7.4337 7.4337
L33 97.8786 97.3227 10.0000 13.8000 5.1736 5.1736 2.0000 4.0389 4.0389 3.0000 9.2125 9.2125
L34 94.9516 94.8798 17.5000 16.7000 14.1989 14.1989 12.7000 6.1301 6.1301 3.8000 20.3289 20.3289
L35 94.8798 93.6611 21.5000 11.0000 1.9528 1.9528 2.0000 18.7636 18.7636 18.4000 20.7164 20.7164
L36 93.6611 93.2084 18.0000 6.8000 1.6637 1.6637 1.1000 21.1544 21.1544 21.1000 22.8181 22.8181
W2637 93.8276 93.6419 10.0000 9.3000 0.5713 0.5713 0.0000 3.9603 3.9603 3.9000 4.5316 4.5316
L37 93.2084 93.1924 23.5000 11.3000 6.0495 6.0495 4.1000 7.1077 7.1077 6.8000 13.1573 13.1573
L38 93.1924 93.1278 14.0000 30.6000 9.8734 9.8734 5.1000 5.0075 5.0075 4.2000 14.8810 14.8810
L39 93.0042 93.1279 10.0000 30.7000 8.7469 8.7469 9.7000 5.6775 5.6775 4.8000 14.4244 14.4244
L41 93.0042 92.6320 54.5000 32.5000 11.8803 11.8803 10.3000 3.3819 3.3819 2.0000 15.2622 15.2622
4243 92.6320 91.7094 60.0000 31.0000 15.2866 15.2866 1.5000 9.3873 9.3873 5.0000 24.6739 24.6739
4344 91.7094 90.8832 50.0000 32.0000 15.3282 15.3282 2.0000 6.2061 6.2061 3.4000 21.5343 21.5343
6869 89.2406 89.0802 20.0000 36.0000 10.6486 10.6486 13.2000 5.0764 5.0764 5.8000 15.7250 15.7250
4445 90.8832 90.8111 33.0000 26.4000 13.9532 13.9532 21.8000 3.7947 3.7947 8.0000 17.7479 17.7479
4546 90.8111 90.7428 25.0000 22.1000 12.1305 12.1305 1.7000 2.8456 2.8456 2.0000 14.9761 14.9761
4647 90.7428 90.7202 20.0000 11.8000 1.7368 1.7368 0.6000 9.7420 9.7420 7.8000 11.4788 11.4788
4754 90.7202 90.7111 31.0000 28.6000 12.6746 12.6746 7.1000 7.4913 7.4913 1.4000 20.1658 20.1658
4849 90.9553 90.7143 12.0000 26.3000 3.9462 3.9462 4.6000 3.3640 3.3640 3.7000 7.3102 7.3102
5051 90.7123 90.7116 19.0000 21.4000 7.1203 7.1203 6.1000 1.1697 1.1697 5.4600 8.2900 8.2900
5253 90.7110 90.7112 20.0000 14.4000 5.1194 5.1194 2.8000 4.5944 4.5944 2.7700 9.7138 9.7138
5354 90.7112 90.7111 29.0000 30.3000 26.1592 26.1592 20.1000 4.0309 4.0309 0.0000 30.1901 30.1901
5462 90.7111 90.7105 12.0000 13.9000 8.3185 8.3185 2.9000 24.7382 24.7382 20.0000 33.0567 33.0567
5657 99.5432 99.2473 6.0000 29.9000 29.8011 29.8011 29.8000 0.0032 0.0032 0.0000 29.8043 29.8043
5758 99.2473 92.5877 50.0000 20.0000 15.2909 15.2909 15.0000 0.3311 0.3311 0.0000 15.6220 15.6220
5859 92.5877 91.7819 18.0000 8.4000 0.8550 0.8550 2.3000 3.8285 3.8285 5.5000 4.6835 4.6835
5960 91.7819 91.2751 17.0000 10.1000 2.2633 2.2633 2.0000 6.0336 6.0336 5.9000 8.2969 8.2969
6061 91.2751 91.0567 11.0000 25.0000 10.9172 10.9172 10.4000 1.9424 1.9424 1.5000 12.8596 12.8596
6162 90.9627 90.7105 30.0000 9.3000 9.2198 9.2198 1.3000 5.7089 5.7089 2.0000 14.9287 The text continues on section 5.