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d50y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 09:09.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\churchie\develop.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\churchst\Flows.int
Input File to Layer # 2 C:\XPS\churchst\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=6.0 6.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 54
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 71
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 71
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 433
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 62
Number of Storage junctions in Extran (NVSE)........ 1
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 3
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 54
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 71
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
CHURCH STREET, POMONA
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 6.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 12
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 90.0000 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 1300 360 N48#2 2138 430 N50#1 1320 360
N50#2 2291 421 N52#1 1368 360 N52#2 2279 425
N1#1 1340 360 N1#2 2147 561 N4#1 1228 360
N4#2 2481 655 N8#1 1372 360 N8#2 2695 717
N13#1 1336 360 N13#2 2624 704 N25#1 1344 360
N25#2 2250 426 N28#1 1356 360 N28#2 2109 431
N29#1 1336 360 N29#2 2136 548 N30#1 1336 360
N30#2 2432 720 N31#1 1340 360 N31#2 2666 718
N32#1 1364 360 N32#2 1348 360 N33#1 1364 360
N33#2 2275 425 N36#1 1360 360 N36#2 2276 424
N42#1 1344 360 N42#2 2250 426 N44#1 1344 360
N44#2 2258 426 N45#1 1348 360 N45#2 2221 427
N47#1 1369 359 N47#2 2180 424 N55#1 2296 456
N55#2 2251 425 N56#1 1336 360 N56#2 2233 427
N63#1 1356 360 N63#2 2275 425 N64#1 1340 360
N64#2 2246 426 N66#1 1336 360 N66#2 2237 427
N58#1 1344 360 N58#2 2246 426 N59#1 1368 360
N59#2 2277 423 N61#1 1360 360 N61#2 2276 424
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 90.0000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 3.699000E+04 90.000
Total Infiltration 5.126413E+02 1.247
Total Evaporation 5.013193E+00 0.012
Surface Runoff from Watersheds 3.629394E+04 88.306
Total Water remaining in Surface Storage 1.933052E+02 0.470
Infiltration over the Pervious Area... 5.126413E+02 2.062
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 3.700490E+04 90.036
Total Precipitation + Initial Storage. 3.699000E+04 90.000
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............... -0.0403
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 3.629394E+04 88.306
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 3.628527E+04 88.285
Initial Storage + Inflow.................... 3.629394E+04 88.306
Final Storage + Outflow + Diverted GW....... 3.628527E+04 88.285
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0239
##################################################
# 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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.56696 0.00000 88.01559 0.00000 87.91742
Total Losses (mm)...... 0.00000 2.04529 0.00000 1.97976 0.00000 2.02722
Remaining Depth (mm)... 0.00000 0.38775 0.00000 0.00466 0.00000 0.05536
Peak Runoff Rate (cms). 0.00000 0.74926 0.00000 0.02569 0.00000 0.10599
Total Impervious Area
---------------------
Total Runoff Depth (mm) 89.87773 90.04502 89.93607 90.01676 90.04258 90.21261
Peak Runoff Rate (cms). 0.92998 0.00111 0.64116 0.00003 0.10921 0.00012
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 89.87773 90.04502 89.93607 90.01676 90.04258 90.21261
Peak Runoff Rate (cms). 0.92998 0.00111 0.64116 0.00003 0.10921 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) 89.87773 87.56944 89.93607 88.01759 90.04258 87.91971
Peak Runoff Rate (cms). 0.92998 0.75037 0.64116 0.02572 0.10921 0.10611
Unit Runoff (mm/hr).... 198.57971 161.17598 209.67791 233.42108 233.19718 213.99948
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.74491 0.00000 87.86137 0.00000 87.89829
Total Losses (mm)...... 0.00000 2.04090 0.00000 2.03437 0.00000 2.03029
Remaining Depth (mm)... 0.00000 0.21419 0.00000 0.10427 0.00000 0.07142
Peak Runoff Rate (cms). 0.00000 1.05560 0.00000 0.61186 0.00000 0.17154
Total Impervious Area
---------------------
Total Runoff Depth (mm) 89.96665 90.11509 89.74755 90.07304 90.05071 90.05365
Peak Runoff Rate (cms). 0.13709 0.15167 0.33032 0.30584 0.03871 0.15697
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 89.96665 90.11509 89.74755 90.07304 90.05071 90.05365
Peak Runoff Rate (cms). 0.13709 0.15167 0.33032 0.30584 0.03871 0.15697
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) 89.96665 87.98192 89.74755 88.52487 90.05071 88.86820
Peak Runoff Rate (cms). 0.13709 1.20727 0.33032 0.91770 0.03871 0.32851
Unit Runoff (mm/hr).... 216.35810 188.08703 178.96763 212.18341 234.19418 220.83540
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.84717 0.00000 87.84190 0.00000 87.50942
Total Losses (mm)...... 0.00000 2.03554 0.00000 2.03593 0.00000 2.04618
Remaining Depth (mm)... 0.00000 0.11729 0.00000 0.12216 0.00000 0.44440
Peak Runoff Rate (cms). 0.00000 0.47491 0.00000 0.61712 0.00000 1.22783
Total Impervious Area
---------------------
Total Runoff Depth (mm) 89.96378 90.05747 89.98025 90.14194 90.01500 90.03684
Peak Runoff Rate (cms). 0.42189 0.30112 0.68344 0.00076 0.07535 0.00188
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 89.96378 90.05747 89.98025 90.14194 90.01500 90.03684
Peak Runoff Rate (cms). 0.42189 0.30112 0.68344 0.00076 0.07535 0.00188
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) 89.96378 88.62078 89.98025 87.84420 90.01500 87.51194
Peak Runoff Rate (cms). 0.42189 0.77603 0.68344 0.61789 0.07535 1.22971
Unit Runoff (mm/hr).... 215.70233 211.80695 219.54992 198.49073 227.93580 155.53631
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.78988 0.00000 83.52771 0.00000 87.83150
Total Losses (mm)...... 0.00000 2.03902 0.00000 2.05156 0.00000 2.03666
Remaining Depth (mm)... 0.00000 0.17110 0.00000 4.42074 0.00000 0.13184
Peak Runoff Rate (cms). 0.00000 1.05277 0.00000 0.60805 0.00000 0.95739
Total Impervious Area
---------------------
Total Runoff Depth (mm) 89.95803 90.12157 89.95803 90.00388 89.97593 90.05349
Peak Runoff Rate (cms). 0.14766 0.14582 0.23626 0.22219 0.60199 0.61492
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 89.95803 90.12157 89.95803 90.00388 89.97593 90.05349
Peak Runoff Rate (cms). 0.14766 0.14582 0.23626 0.22219 0.60199 0.61492
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) 89.95803 88.02305 89.95803 84.17532 89.97593 88.60920
Peak Runoff Rate (cms). 0.14766 1.19858 0.23626 0.83024 0.60199 1.57232
Unit Runoff (mm/hr).... 214.40434 194.23617 214.40434 84.18442 218.52312 209.83672
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.94904 0.00000 87.90799 0.00000 87.93750
Total Losses (mm)...... 0.00000 2.01940 0.00000 2.02884 0.00000 2.02279
Remaining Depth (mm)... 0.00000 0.03155 0.00000 0.06317 0.00000 0.03972
Peak Runoff Rate (cms). 0.00000 0.30528 0.00000 0.23899 0.00000 0.22276
Total Impervious Area
---------------------
Total Runoff Depth (mm) 90.03100 0.00000 90.03109 90.20264 90.02508 90.23177
Peak Runoff Rate (cms). 0.31860 0.00000 0.26127 0.00028 0.22824 0.00026
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 90.03100 0.00000 90.03109 90.20264 90.02508 90.23177
Peak Runoff Rate (cms). 0.31860 0.00902 0.26127 0.00028 0.22824 0.00026
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) 90.03100 87.94904 90.03109 87.91028 90.02508 87.93979
Peak Runoff Rate (cms). 0.31860 0.30528 0.26127 0.23927 0.22824 0.22302
Unit Runoff (mm/hr).... 231.30407 221.63465 231.32065 211.84670 230.14379 218.80347
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.85338 0.00000 87.87040 0.00000 87.79026
Total Losses (mm)...... 0.00000 2.03505 0.00000 2.03354 0.00000 2.03900
Remaining Depth (mm)... 0.00000 0.11157 0.00000 0.09607 0.00000 0.17074
Peak Runoff Rate (cms). 0.00000 0.36983 0.00000 0.17954 0.00000 0.19308
Total Impervious Area
---------------------
Total Runoff Depth (mm) 89.98317 90.15081 89.98707 90.16525 89.99567 90.10947
Peak Runoff Rate (cms). 0.40652 0.00045 0.18890 0.00022 0.07997 0.00025
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 89.98317 90.15081 89.98707 90.16525 89.99567 90.10947
Peak Runoff Rate (cms). 0.40652 0.00045 0.18890 0.00022 0.07997 0.00025
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) 89.98317 87.85568 89.98707 87.87269 89.99567 87.79258
Peak Runoff Rate (cms). 0.40652 0.37029 0.18890 0.17976 0.07997 0.19333
Unit Runoff (mm/hr).... 220.25094 200.62028 221.19341 203.91361 223.29228 189.67560
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.75773 87.69465 87.87983 0.00000 87.80699
Total Losses (mm)...... 0.00000 2.04042 2.04251 2.03256 0.00000 2.03814
Remaining Depth (mm)... 0.00000 0.20185 0.26284 0.08761 0.00000 0.15487
Peak Runoff Rate (cms). 0.00000 0.20843 0.28775 0.34544 0.00000 0.11117
Total Impervious Area
---------------------
Total Runoff Depth (mm) 90.05310 90.21526 90.07991 90.17394 89.96522 90.11880
Peak Runoff Rate (cms). 0.02583 0.00011 0.00391 0.00041 0.12497 0.00014
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 90.05310 90.21526 90.07991 90.17394 89.96522 90.11880
Peak Runoff Rate (cms). 0.02583 0.00011 0.00391 0.00041 0.12497 0.00014
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) 90.05310 87.75872 87.71850 87.88212 89.96522 87.80930
Peak Runoff Rate (cms). 0.02583 0.20854 0.29165 0.34585 0.12497 0.11131
Unit Runoff (mm/hr).... 234.43604 184.63508 176.45255 205.81307 216.02963 192.40592
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.90349 0.00000 87.83491 0.00000 87.81150
Total Losses (mm)...... 0.00000 2.02954 0.00000 2.03643 0.00000 2.03789
Remaining Depth (mm)... 0.00000 0.06697 0.00000 0.12866 0.00000 0.15061
Peak Runoff Rate (cms). 0.00000 0.24946 0.00000 0.40698 0.00000 0.63243
Total Impervious Area
---------------------
Total Runoff Depth (mm) 90.00968 90.19780 89.96912 90.13686 89.96235 90.12150
Peak Runoff Rate (cms). 0.26229 0.00029 0.44222 0.00050 0.71198 0.00080
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 90.00968 90.19780 89.96912 90.13686 89.96235 90.12150
Peak Runoff Rate (cms). 0.26229 0.00029 0.44222 0.00050 0.71198 0.00080
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) 90.00968 87.90579 89.96912 87.83721 89.96235 87.81381
Peak Runoff Rate (cms). 0.26229 0.24976 0.44222 0.40749 0.71198 0.63322
Unit Runoff (mm/hr).... 226.69190 210.84401 216.92828 197.22609 215.37617 193.16152
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.83733 0.00000 87.95251 0.00000 87.93084
Total Losses (mm)...... 0.00000 2.03626 0.00000 2.01823 0.00000 2.02443
Remaining Depth (mm)... 0.00000 0.12641 0.00000 0.02926 0.00000 0.04473
Peak Runoff Rate (cms). 0.00000 0.23385 0.00000 0.07960 0.00000 0.11952
Total Impervious Area
---------------------
Total Runoff Depth (mm) 89.97950 90.13860 90.03976 90.24070 90.02508 90.22591
Peak Runoff Rate (cms). 0.25381 0.00029 0.07695 0.00009 0.12680 0.00014
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 89.97950 90.13860 90.03976 90.24070 90.02508 90.22591
Peak Runoff Rate (cms). 0.25381 0.00029 0.07695 0.00009 0.12680 0.00014
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) 89.97950 87.83963 90.03976 87.95480 90.02508 87.93313
Peak Runoff Rate (cms). 0.25381 0.23414 0.07695 0.07969 0.12680 0.11966
Unit Runoff (mm/hr).... 219.37045 197.66170 232.78678 222.52841 230.14379 217.18007
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 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| ##### |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
200.000 = # # =
| # # |
| # # |
| # # |
| # # |
| ###### # # |
| # # # # |
| # # # # |
| # # # # |
| # # # # |
150.000 = # # # # =
| # # # # |
| # # # # |
RAINFALL | # # # # |
| # # # # |
IN | # ##### # |
| # # |
MM/HR | # # |
| # ##### |
| # # |
100.000 = # # =
| # ##### |
| # # |
| # # |
| ##### # |
| # # |
| # # |
| # ##### |
| # # |
| # ###### |
50.000 = # # =
##### # |
# ##### |
# # |
# ##### |
# ##### |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
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Full text of sections 2 to 4 (of 6)
Section 2
N : 0.150 to Station 5.2 Max Topwidth : 13.62 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.43E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 1.44 m^2
Max right bank area : 3.48 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.05 m^2
Natural Cross-Section information for Channel L5
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 10.0 meters. Maximum Elevation : 100.98 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.00 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.150 to Station 6.0 Max Topwidth : 15.64 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.63E+01 m
" " : 0.150 Beyond Station 13.9 Max left bank area : 2.88 m^2
Max right bank area : 0.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 12.20 m^2
Natural Cross-Section information for Channel L6
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.2 meters. Maximum Elevation : 100.67 meters.
Main Channel Length : 10.2 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.2 meters. Maximum Section Area : 17.13 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.075 to Station 9.5 Max Topwidth : 17.63 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.81E+01 m
" " : 0.050 Beyond Station 14.0 Max left bank area : 5.82 m^2
Max right bank area : 3.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.70 m^2
Natural Cross-Section information for Channel L7
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 10.5 meters. Maximum Elevation : 100.57 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 28.49 m^2.
Maximum hydraulic radius : 1.26 meters.
Manning N : 0.100 to Station 5.9 Max Topwidth : 22.07 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.27E+01 m
" " : 0.050 Beyond Station 17.0 Max left bank area : 2.52 m^2
Max right bank area : 4.76 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.20 m^2
Natural Cross-Section information for Channel L8
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.99 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 31.45 m^2.
Maximum hydraulic radius : 1.34 meters.
Manning N : 0.100 to Station 6.9 Max Topwidth : 22.84 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.34E+01 m
" " : 0.050 Beyond Station 25.3 Max left bank area : 0.80 m^2
Max right bank area : 0.84 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 29.81 m^2
Natural Cross-Section information for Channel L9
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.75 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.63 m^2.
Maximum hydraulic radius : 0.58 meters.
Manning N : 0.100 to Station 19.3 Max Topwidth : 31.87 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 3.20E+01 m
" " : 0.050 Beyond Station 29.7 Max left bank area : 10.56 m^2
Max right bank area : 0.85 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.22 m^2
Natural Cross-Section information for Channel L10
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.30 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 34.08 m^2.
Maximum hydraulic radius : 1.21 meters.
Manning N : 0.100 to Station 12.5 Max Topwidth : 27.76 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.82E+01 m
" " : 0.100 Beyond Station 19.7 Max left bank area : 7.97 m^2
Max right bank area : 11.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.40 m^2
Natural Cross-Section information for Channel L11
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.40 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 24.31 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.100 to Station 9.4 Max Topwidth : 23.40 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 18.3 Max left bank area : 4.50 m^2
Max right bank area : 5.17 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.64 m^2
Natural Cross-Section information for Channel L12
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.30 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 27.23 m^2.
Maximum hydraulic radius : 1.20 meters.
Manning N : 0.100 to Station 9.0 Max Topwidth : 22.04 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.26E+01 m
" " : 0.050 Beyond Station 20.5 Max left bank area : 3.20 m^2
Max right bank area : 2.75 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.27 m^2
Natural Cross-Section information for Channel L13
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 17.5 meters. Maximum Elevation : 97.98 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.75 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 25.57 m^2.
Maximum hydraulic radius : 0.74 meters.
Manning N : 0.100 to Station 7.9 Max Topwidth : 33.67 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 3.44E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 3.36 m^2
Max right bank area : 3.87 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.34 m^2
Natural Cross-Section information for Channel L14
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 97.89 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 13.80 m^2.
Maximum hydraulic radius : 0.51 meters.
Manning N : 0.075 to Station 4.4 Max Topwidth : 26.90 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 6.4 Max left bank area : 0.47 m^2
Max right bank area : 12.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.17 m^2
Natural Cross-Section information for Channel L15
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 13.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 13.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 13.0 meters. Maximum Section Area : 22.93 m^2.
Maximum hydraulic radius : 0.99 meters.
Manning N : 0.150 to Station 6.5 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.31E+01 m
" " : 0.150 Beyond Station 13.0 Max left bank area : 6.03 m^2
Max right bank area : 7.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.65 m^2
Natural Cross-Section information for Channel L24
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 20.0 meters. Maximum Elevation : 95.89 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.14 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.150 to Station 5.6 Max Topwidth : 18.86 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.97E+01 m
" " : 0.150 Beyond Station 17.6 Max left bank area : 4.14 m^2
Max right bank area : 1.42 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.58 m^2
Natural Cross-Section information for Channel L25
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 16.0 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 33.70 m^2.
Maximum hydraulic radius : 1.56 meters.
Manning N : 0.150 to Station 4.7 Max Topwidth : 20.62 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.16E+01 m
" " : 0.150 Beyond Station 12.6 Max left bank area : 5.47 m^2
Max right bank area : 9.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.45 m^2
Natural Cross-Section information for Channel L26
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 15.0 meters. Maximum Elevation : 95.80 meters.
Main Channel Length : 15.0 meters. Maximum depth : 3.00 meters.
Right Overbank Length : 15.0 meters. Maximum Section Area : 32.14 m^2.
Maximum hydraulic radius : 1.74 meters.
Manning N : 0.150 to Station 5.2 Max Topwidth : 16.49 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.85E+01 m
" " : 0.150 Beyond Station 15.0 Max left bank area : 4.31 m^2
Max right bank area : 2.97 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 24.86 m^2
Natural Cross-Section information for Channel L27
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.5 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 14.5 meters. Maximum depth : 3.50 meters.
Right Overbank Length : 14.5 meters. Maximum Section Area : 59.54 m^2.
Maximum hydraulic radius : 1.93 meters.
Manning N : 0.150 to Station 10.3 Max Topwidth : 28.97 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.09E+01 m
" " : 0.150 Beyond Station 18.8 Max left bank area : 10.14 m^2
Max right bank area : 23.29 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 26.10 m^2
Natural Cross-Section information for Channel L28
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 134.0 meters. Maximum Elevation : 120.20 meters.
Main Channel Length : 134.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 134.0 meters. Maximum Section Area : 59.24 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 54.40 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.46E+01 m
" " : 0.100 Beyond Station 50.0 Max left bank area : 7.20 m^2
Max right bank area : 7.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.80 m^2
Natural Cross-Section information for Channel L29
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 158.0 meters. Maximum Elevation : 110.70 meters.
Main Channel Length : 158.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 158.0 meters. Maximum Section Area : 50.05 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 50.70 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.09E+01 m
" " : 0.100 Beyond Station 48.0 Max left bank area : 2.94 m^2
Max right bank area : 2.21 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.90 m^2
Natural Cross-Section information for Channel L30
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 150.0 meters. Maximum Elevation : 102.10 meters.
Main Channel Length : 150.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 150.0 meters. Maximum Section Area : 48.61 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 42.75 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.32E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 6.05 m^2
Max right bank area : 1.51 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 41.05 m^2
Natural Cross-Section information for Channel L31
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 89.0 meters. Maximum Elevation : 97.00 meters.
Main Channel Length : 89.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 89.0 meters. Maximum Section Area : 44.72 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 41.50 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.19E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 5.00 m^2
Max right bank area : 1.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.47 m^2
Natural Cross-Section information for Channel L32
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 21.0 meters. Maximum Elevation : 95.70 meters.
Main Channel Length : 21.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 21.0 meters. Maximum Section Area : 10.12 m^2.
Maximum hydraulic radius : 0.59 meters.
Manning N : 0.125 to Station 9.3 Max Topwidth : 16.73 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.125 Beyond Station 15.5 Max left bank area : 2.68 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.82 m^2
Natural Cross-Section information for Channel L33
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 10.0 meters. Maximum Elevation : 98.41 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.90 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.46 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.150 to Station 11.8 Max Topwidth : 34.05 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.46E+01 m
" " : 0.150 Beyond Station 16.8 Max left bank area : 6.19 m^2
Max right bank area : 6.37 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.90 m^2
Natural Cross-Section information for Channel L34
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 17.5 meters. Maximum Elevation : 96.05 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 35.88 m^2.
Maximum hydraulic radius : 1.40 meters.
Manning N : 0.125 to Station 4.0 Max Topwidth : 24.90 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 2.56E+01 m
" " : 0.125 Beyond Station 20.5 Max left bank area : 3.49 m^2
Max right bank area : 4.65 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 27.74 m^2
Natural Cross-Section information for Channel L35
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 21.5 meters. Maximum Elevation : 95.93 meters.
Main Channel Length : 21.5 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 21.5 meters. Maximum Section Area : 63.01 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.125 to Station 9.0 Max Topwidth : 37.44 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.82E+01 m
" " : 0.125 Beyond Station 29.4 Max left bank area : 9.39 m^2
Max right bank area : 8.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.38 m^2
Natural Cross-Section information for Channel L36
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 18.0 meters. Maximum Elevation : 96.15 meters.
Main Channel Length : 18.0 meters. Maximum depth : 3.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 83.85 m^2.
Maximum hydraulic radius : 2.18 meters.
Manning N : 0.125 to Station 5.7 Max Topwidth : 37.26 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.85E+01 m
" " : 0.125 Beyond Station 27.9 Max left bank area : 8.03 m^2
Max right bank area : 13.14 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 62.69 m^2
Natural Cross-Section information for Channel W2637
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 95.72 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 33.22 m^2.
Maximum hydraulic radius : 1.37 meters.
Manning N : 0.100 to Station 9.3 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.42E+01 m
" " : 0.100 Beyond Station 13.2 Max left bank area : 9.20 m^2
Max right bank area : 16.38 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.64 m^2
Natural Cross-Section information for Channel L37
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 23.5 meters. Maximum Elevation : 95.83 meters.
Main Channel Length : 23.5 meters. Maximum depth : 3.60 meters.
Right Overbank Length : 23.5 meters. Maximum Section Area : 64.56 m^2.
Maximum hydraulic radius : 2.08 meters.
Manning N : 0.150 to Station 7.2 Max Topwidth : 29.14 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.10E+01 m
" " : 0.150 Beyond Station 18.1 Max left bank area : 15.49 m^2
Max right bank area : 14.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 34.81 m^2
Natural Cross-Section information for Channel L38
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 14.0 meters. Maximum Elevation : 94.05 meters.
Main Channel Length : 14.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 23.65 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.150 to Station 25.5 Max Topwidth : 22.36 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.28E+01 m
" " : 0.150 Beyond Station 34.8 Max left bank area : 7.14 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.61 m^2
Natural Cross-Section information for Channel L39
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 10.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 4.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 102.10 m^2.
Maximum hydraulic radius : 1.89 meters.
Manning N : 0.150 to Station 21.0 Max Topwidth : 53.20 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.40E+01 m
" " : 0.150 Beyond Station 35.5 Max left bank area : 31.77 m^2
Max right bank area : 18.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 52.07 m^2
Natural Cross-Section information for Channel L41
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 54.5 meters. Maximum Elevation : 93.53 meters.
Main Channel Length : 54.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 54.5 meters. Maximum Section Area : 27.51 m^2.
Maximum hydraulic radius : 1.05 meters.
Manning N : 0.150 to Station 22.2 Max Topwidth : 25.25 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.62E+01 m
" " : 0.150 Beyond Station 34.5 Max left bank area : 4.58 m^2
Max right bank area : 2.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.54 m^2
Natural Cross-Section information for Channel 4243
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 93.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 38.48 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.150 to Station 29.5 Max Topwidth : 37.34 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 3.77E+01 m
" " : 0.150 Beyond Station 36.0 Max left bank area : 19.72 m^2
Max right bank area : 7.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.38 m^2
Natural Cross-Section information for Channel 4344
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 50.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 36.14 m^2.
Maximum hydraulic radius : 1.12 meters.
Manning N : 0.100 to Station 30.0 Max Topwidth : 31.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 3.23E+01 m
" " : 0.150 Beyond Station 35.4 Max left bank area : 21.11 m^2
Max right bank area : 5.31 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.72 m^2
Natural Cross-Section information for Channel 6869
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 20.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 68.81 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.050 to Station 22.8 Max Topwidth : 63.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 6.37E+01 m
" " : 0.050 Beyond Station 41.8 Max left bank area : 7.78 m^2
Max right bank area : 22.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.29 m^2
Natural Cross-Section information for Channel 4445
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 33.0 meters. Maximum Elevation : 92.54 meters.
Main Channel Length : 33.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 45.62 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.080 to Station 4.6 Max Topwidth : 26.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 2.76E+01 m
" " : 0.100 Beyond Station 34.4 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.62 m^2
Natural Cross-Section information for Channel 4546
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 25.0 meters. Maximum Elevation : 91.88 meters.
Main Channel Length : 25.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 31.80 m^2.
Maximum hydraulic radius : 1.42 meters.
Manning N : 0.080 to Station 20.4 Max Topwidth : 21.43 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.24E+01 m
" " : 0.080 Beyond Station 24.1 Max left bank area : 21.27 m^2
Max right bank area : 2.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.00 m^2
Natural Cross-Section information for Channel 4647
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.21 m^2.
Maximum hydraulic radius : 1.28 meters.
Manning N : 0.080 to Station 11.2 Max Topwidth : 19.45 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.05E+01 m
" " : 0.080 Beyond Station 19.6 Max left bank area : 3.07 m^2
Max right bank area : 5.09 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.06 m^2
Natural Cross-Section information for Channel 4754
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 31.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 31.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 31.0 meters. Maximum Section Area : 43.02 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 21.5 Max Topwidth : 31.99 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.24E+01 m
" " : 0.050 Beyond Station 30.0 Max left bank area : 11.29 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.94 m^2
Natural Cross-Section information for Channel 4849
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 12.0 meters. Maximum Elevation : 92.61 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 29.93 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.060 to Station 21.7 Max Topwidth : 31.21 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.15E+01 m
" " : 0.060 Beyond Station 30.0 Max left bank area : 6.62 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.20 m^2
Natural Cross-Section information for Channel 5051
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 19.0 meters. Maximum Elevation : 92.23 meters.
Main Channel Length : 19.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 19.0 meters. Maximum Section Area : 23.25 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning N : 0.050 to Station 15.3 Max Topwidth : 23.25 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.40E+01 m
" " : 0.020 Beyond Station 26.9 Max left bank area : 4.31 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.70 m^2
Natural Cross-Section information for Channel 5253
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.71 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 23.17 m^2.
Maximum hydraulic radius : 0.89 meters.
Manning N : 0.060 to Station 11.6 Max Topwidth : 25.37 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 2.59E+01 m
" " : 0.050 Beyond Station 17.2 Max left bank area : 5.11 m^2
Max right bank area : 7.41 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.65 m^2
Natural Cross-Section information for Channel 5354
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 29.0 meters. Maximum Elevation : 91.85 meters.
Main Channel Length : 29.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 29.0 meters. Maximum Section Area : 71.49 m^2.
Maximum hydraulic radius : 1.96 meters.
Manning N : 0.050 to Station 10.2 Max Topwidth : 34.55 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.65E+01 m
" " : 0.050 Beyond Station 30.3 Max left bank area : 13.94 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 49.45 m^2
Natural Cross-Section information for Channel 5462
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 12.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5657
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 6.0 meters. Maximum Elevation : 99.93 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 11.80 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 29.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 3.06E+01 m
" " : 0.020 Beyond Station 29.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.77 m^2
Natural Cross-Section information for Channel 5758
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 50.0 meters. Maximum Elevation : 96.33 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 8.48 m^2.
Maximum hydraulic radius : 0.44 meters.
Manning N : 0.035 to Station 5.0 Max Topwidth : 19.25 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.94E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 0.52 m^2
Max right bank area : 0.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.42 m^2
Natural Cross-Section information for Channel 5859
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 18.0 meters. Maximum Elevation : 93.06 meters.
Main Channel Length : 18.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 8.33 m^2.
Maximum hydraulic radius : 0.50 meters.
Manning N : 0.080 to Station 6.1 Max Topwidth : 16.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 1.66E+01 m
" " : 0.080 Beyond Station 13.9 Max left bank area : 1.18 m^2
Max right bank area : 0.46 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.69 m^2
Natural Cross-Section information for Channel 5960
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 17.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 17.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 17.0 meters. Maximum Section Area : 10.75 m^2.
Maximum hydraulic radius : 0.70 meters.
Manning N : 0.060 to Station 8.1 Max Topwidth : 15.19 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.54E+01 m
" " : 0.060 Beyond Station 16.0 Max left bank area : 2.03 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.48 m^2
Natural Cross-Section information for Channel 6061
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 11.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 11.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 16.68 m^2.
Maximum hydraulic radius : 0.72 meters.
Manning N : 0.050 to Station 14.6 Max Topwidth : 22.60 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.32E+01 m
" " : 0.050 Beyond Station 26.5 Max left bank area : 1.86 m^2
Max right bank area : 3.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.29 m^2
Natural Cross-Section information for Channel 6162
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 30.0 meters. Maximum Elevation : 91.94 meters.
Main Channel Length : 30.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 17.83 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.100 to Station 8.0 Max Topwidth : 15.09 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.100 Beyond Station 11.3 Max left bank area : 9.45 m^2
Max right bank area : 3.19 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.20 m^2
Natural Cross-Section information for Channel 6465
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 32.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 32.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 32.0 meters. Maximum Section Area : 36.81 m^2.
Maximum hydraulic radius : 0.91 meters.
Manning N : 0.050 to Station 29.2 Max Topwidth : 39.74 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 4.06E+01 m
" " : 0.050 Beyond Station 42.4 Max left bank area : 7.10 m^2
Max right bank area : 5.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.97 m^2
Natural Cross-Section information for Channel 6566
=====================================================
Cross-Section ID (from X1 card) : 53.0 Channel sequence number : 53
Left Overbank Length : 35.0 meters. Maximum Elevation : 90.35 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 33.29 m^2.
Maximum hydraulic radius : 1.19 meters.
Manning N : 0.060 to Station 4.6 Max Topwidth : 26.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.060 Beyond Station 16.8 Max left bank area : 0.84 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 19.66 m^2
Natural Cross-Section information for Channel 6667
=====================================================
Cross-Section ID (from X1 card) : 54.0 Channel sequence number : 54
Left Overbank Length : 50.0 meters. Maximum Elevation : 90.01 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 63.57 m^2.
Maximum hydraulic radius : 1.27 meters.
Manning N : 0.100 to Station 24.2 Max Topwidth : 49.51 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.01E+01 m
" " : 0.100 Beyond Station 33.2 Max left bank area : 30.90 m^2
Max right bank area : 13.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.76 m^2
Natural Cross-Section information for Channel L595
=====================================================
Cross-Section ID (from X1 card) : 55.0 Channel sequence number : 55
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5556ova
=====================================================
Cross-Section ID (from X1 card) : 56.0 Channel sequence number : 56
Left Overbank Length : 16.0 meters. Maximum Elevation : 100.16 meters.
Main Channel Length : 16.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 2.16 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.37E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.47 m^2
Natural Cross-Section information for Channel 5663ova
=====================================================
Cross-Section ID (from X1 card) : 57.0 Channel sequence number : 57
Left Overbank Length : 83.0 meters. Maximum Elevation : 99.86 meters.
Main Channel Length : 83.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 83.0 meters. Maximum Section Area : 2.35 m^2.
Maximum hydraulic radius : 0.31 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.47E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.65 m^2
Natural Cross-Section information for Channel 6364ova
=====================================================
Cross-Section ID (from X1 card) : 58.0 Channel sequence number : 58
Left Overbank Length : 110.0 meters. Maximum Elevation : 91.50 meters.
Main Channel Length : 110.0 meters. Maximum depth : 1.80 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 17.80 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 0.1 Max Topwidth : 9.98 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.34E+01 m
" " : 0.050 Beyond Station 9.9 Max left bank area : 0.08 m^2
Max right bank area : 0.08 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.64 m^2
Natural Cross-Section information for Channel 6264ova
=====================================================
Cross-Section ID (from X1 card) : 59.0 Channel sequence number : 59
Left Overbank Length : 10.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 32.95 m^2.
Maximum hydraulic radius : 0.54 meters.
Manning N : 0.020 to Station 44.6 Max Topwidth : 60.87 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 6.09E+01 m
" " : 0.020 Beyond Station 55.0 Max left bank area : 17.69 m^2
Max right bank area : 7.05 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.22 m^2
Natural Cross-Section information for Channel 6768ova
=====================================================
Cross-Section ID (from X1 card) : 60.0 Channel sequence number : 60
Left Overbank Length : 10.0 meters. Maximum Elevation : 90.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.60 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.36 m^2.
Maximum hydraulic radius : 0.40 meters.
Manning N : 0.020 to Station 31.1 Max Topwidth : 45.35 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 4.54E+01 m
" " : 0.020 Beyond Station 41.8 Max left bank area : 5.22 m^2
Max right bank area : 6.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.37 m^2
Natural Cross-Section information for Channel 4950ova
=====================================================
Cross-Section ID (from X1 card) : 61.0 Channel sequence number : 61
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.53 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 4.47 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.020 to Station 19.5 Max Topwidth : 12.87 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.29E+01 m
" " : 0.050 Beyond Station 21.5 Max left bank area : 1.56 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.00 m^2
Natural Cross-Section information for Channel 5152ova
=====================================================
Cross-Section ID (from X1 card) : 62.0 Channel sequence number : 62
Left Overbank Length : 0.0 meters. Maximum Elevation : 91.53 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 0.0 meters. Maximum Section Area : 5.30 m^2.
Maximum hydraulic radius : 0.34 meters.
Manning N : 0.020 to Station 18.4 Max Topwidth : 15.44 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.55E+01 m
" " : 0.050 Beyond Station 20.4 Max left bank area : 1.83 m^2
Max right bank area : 2.47 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.00 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 L1 10.5000 Natural 12.7946 0.1500 15.5720 2.0000
2 L2 11.0000 Natural 14.7632 0.1500 16.1400 2.0000
3 L3 16.0000 Natural 15.5500 0.1500 19.3000 2.0000
4 L4 16.0000 Natural 13.9661 0.1500 13.6217 2.0000
5 L5 10.0000 Natural 15.9956 0.1500 15.6420 2.0000
6 L6 10.2000 Natural 17.1346 0.0350 17.6300 2.0000
7 L7 10.5000 Natural 28.4866 0.0350 22.0740 2.5000
8 L8 10.0000 Natural 31.4508 0.0350 22.8400 2.5000
9 L9 10.0000 Natural 18.6335 0.0750 31.8692 0.7500
10 L10 10.0000 Natural 34.0840 0.0750 27.7600 2.0000
11 L11 16.5000 Natural 24.3130 0.0350 23.4000 2.0000
12 L12 16.5000 Natural 27.2300 0.0350 22.0400 2.5000
13 L13 17.5000 Natural 25.5693 0.0350 33.6725 2.7500
14 L14 10.0000 Natural 13.8030 0.0750 26.8997 0.8000
15 L15 13.0000 Natural 22.9295 0.1000 22.8000 1.5000
16 L24 20.0000 Natural 26.1403 0.1000 18.8590 2.0000
17 L25 16.0000 Natural 33.6984 0.1000 20.6240 2.5000
18 L26 15.0000 Natural 32.1404 0.1000 16.4864 3.0000
19 L27 14.5000 Natural 59.5391 0.0500 28.9672 3.5000
20 L28 134.0000 Natural 59.2400 0.1000 54.4000 2.0000
21 L29 158.0000 Natural 50.0450 0.1000 50.7000 2.0000
22 L30 150.0000 Natural 48.6125 0.1000 42.7500 2.0000
23 L31 89.0000 Natural 44.7250 0.1000 41.5000 2.0000
24 L32 21.0000 Natural 10.1161 0.1250 16.7273 1.5000
25 L33 10.0000 Natural 16.4626 0.1500 34.0539 0.9000
26 L34 17.5000 Natural 35.8755 0.1250 24.9000 2.0000
27 L35 21.5000 Natural 63.0121 0.1250 37.4400 2.8000
28 L36 18.0000 Natural 83.8531 0.0450 37.2584 3.4000
29 W2637 10.0000 Natural 33.2189 0.1000 22.8010 2.0000
30 L37 23.5000 Natural 64.5551 0.0450 29.1404 3.6000
31 L38 14.0000 Natural 23.6525 0.0450 22.3600 2.0000
32 L39 10.0000 Natural 102.1000 0.1000 53.2000 4.0000
33 L41 54.5000 Natural 27.5142 0.1000 25.2470 2.0000
34 4243 60.0000 Natural 38.4834 0.0800 37.3371 2.0000
35 4344 50.0000 Natural 36.1351 0.0700 31.8345 2.0000
36 6869 20.0000 Natural 68.8075 0.1500 63.3000 2.8000
37 4445 33.0000 Natural 45.6166 0.0700 26.8298 2.5000
38 4546 25.0000 Natural 31.8041 0.0500 21.4302 2.5000
39 4647 20.0000 Natural 26.2146 0.0500 19.4487 2.5000
40 4754 31.0000 Natural 43.0242 0.0500 31.9892 2.5000
41 4849 12.0000 Natural 29.9272 0.0500 31.2122 2.0000
42 5051 19.0000 Natural 23.2471 0.0500 23.2480 2.0000
43 5253 20.0000 Natural 23.1711 0.0300 25.3746 2.0000
44 5354 29.0000 Natural 71.4872 0.0500 34.5500 2.5000
45 5462 12.0000 Natural 80.9524 0.0800 54.8133 2.5000
46 5657 6.0000 Natural 11.8046 0.0200 29.9699 0.4000
47 5758 50.0000 Natural 8.4766 0.0350 19.2488 0.5000
48 5859 18.0000 Natural 8.3270 0.0600 16.3043 1.0000
49 5960 17.0000 Natural 10.7492 0.0500 15.1869 1.0000
50 6061 11.0000 Natural 16.6826 0.0500 22.6016 1.0000
51 6162 30.0000 Natural 17.8324 0.0500 15.0872 2.0000
52 6465 32.0000 Natural 36.8073 0.0500 39.7362 2.4000
53 6566 35.0000 Natural 33.2935 0.0600 26.3003 2.4000
54 6667 50.0000 Natural 63.5716 0.0800 49.5077 2.4000
55 L595 6.0000 Natural 80.9524 0.0800 54.8133 2.5000
56 L598 6.0000 Rectangle 0.5400 0.0140 1.2000 0.4500
57 5556ova 16.0000 Natural 2.1643 0.0200 7.0117 0.5000
58 5556unda 16.0000 Circular 0.1104 0.0140 0.3750 0.3750
59 5663ova 83.0000 Natural 2.3506 0.0200 7.0119 0.5000
60 5663und 83.0000 Circular 0.1104 0.0140 0.3750 0.3750
61 6364ova 110.0000 Natural 17.8020 0.0500 9.9800 1.8000
62 6364und 110.0000 Circular 0.1590 0.0140 0.4500 0.4500
63 6264ova 10.0000 Natural 32.9482 0.0200 60.8685 0.8000
64 6264und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
65 6768ova 10.0000 Natural 18.3644 0.0200 45.3522 0.6000
66 6768und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
67 4950ova 6.0000 Natural 4.4704 0.0200 12.8740 0.5000
68 4950und 6.0000 Rectangle 1.3500 0.0120 3.0000 0.4500
69 5152ova 6.0000 Natural 5.3035 0.0200 15.4430 0.5000
70 5152und 6.0000 Rectangle 2.4750 0.0120 3.0000 0.8250
Total length of all conduits .... 2056.2000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
L598 1.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5556unda 1.0000 0.0000 0.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5663und 1.0000 0.5000 1.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6364und 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6264und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6768und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4950und 2.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5152und 2.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
L1 1.35 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L2 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L3 0.88
L4 0.99
L5 1.58 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L6 1.51 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L7 1.69 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L8 1.84 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L9 1.20 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L10 1.73 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L11 0.97
L12 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L13 0.78
L14 1.12 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L15 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L24 0.92
L25 1.25 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L26 1.46 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L27 1.55 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L28 0.12
L29 0.10
L30 0.11
L31 0.18
L32 0.58
L33 1.09 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L34 1.07 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L35 0.94
L36 1.30 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
W2637 1.89 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L37 0.99
L38 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L39 2.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L41 0.30
4243 0.26
4344 0.33
6869 0.82
4445 0.62
4546 0.76
4647 0.91
4754 0.59
4849 1.28 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5051 0.82
5253 0.75
5354 0.78
5462 1.59 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5657 1.64 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5758 0.21
5859 0.62
5960 0.77
6061 1.22 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6162 0.57
6465 0.47
6566 0.50
6667 0.35
L595 3.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L598 1.75 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5556ova 0.54
5556unda 0.60
5663ova 0.11
5663und 0.12
6364ova 0.19
6364und 0.10
6264ova 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6264und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6768ova 1.00
6768und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950ova 1.54 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950und 1.75 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5152ova 1.53 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5152und 2.37 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 6.6417E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...L39 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N1 110.0000 104.8300 102.8300 0.0000 0.0100 100.0000
2 N2 110.0000 103.7100 101.7100 0.0000 0.0100 100.0000
3 N3 110.0000 102.3800 100.3800 0.0000 0.0100 100.0000
4 N4 110.0000 101.4600 99.4600 0.0000 0.0100 100.0000
5 N5 110.0000 101.0400 99.0400 0.0000 0.1950 100.0000
6 N6 110.0000 100.8600 98.8600 0.0000 0.3740 100.0000
7 N7 110.0000 100.8300 98.3300 0.0000 0.9030 100.0000
8 N8 110.0000 100.3000 97.8000 0.0000 1.4320 100.0000
9 N9 110.0000 99.9700 97.3700 0.0000 1.8610 100.0000
10 N10 110.0000 100.7000 97.0000 0.0000 1.7100 100.0000
11 N11 110.0000 98.7000 96.7000 0.0000 0.4440 100.0000
12 N12 110.0000 98.6000 96.1000 0.0000 1.0430 100.0000
13 N13 110.0000 98.2500 95.5000 0.0000 1.6420 100.0000
14 N14 110.0000 97.9400 94.9500 0.0000 2.1910 100.0000
15 N15 110.0000 97.9300 94.4600 0.0000 0.0100 100.0000
16 N24 110.0000 96.0300 94.0300 0.0000 0.0100 100.0000
17 N25 110.0000 96.0900 93.5900 0.0000 0.0100 100.0000
18 N26 110.0000 95.8500 92.8500 0.0000 0.0100 100.0000
19 N27 110.0000 96.2400 92.7400 0.0000 0.0100 100.0000
20 N28 130.0000 122.5000 120.5000 0.0000 0.0100 100.0000
21 N29 120.0000 115.5000 113.5000 0.0000 0.0100 100.0000
22 N30 110.0000 107.5000 105.5000 0.0000 0.0100 100.0000
23 N31 110.0000 99.5000 97.5000 0.0000 0.0100 100.0000
24 N32 110.0000 96.8000 94.8000 0.0000 0.0100 100.0000
25 N33 110.0000 98.4100 97.5100 0.0000 0.0100 100.0000
26 N34 110.0000 98.0200 94.0700 0.0000 0.0100 100.0000
27 N35 110.0000 96.7700 93.9700 0.0000 0.0100 100.0000
28 N36 110.0000 96.3800 92.9800 0.0000 0.0100 100.0000
29 N37 110.0000 95.9100 92.3100 0.0000 0.0100 100.0000
30 N38 110.0000 95.6000 92.0000 0.0000 0.2100 100.0000
31 N39 110.0000 95.9800 91.9800 0.0000 0.2200 100.0000
32 N41 110.0000 96.1800 91.8800 0.0000 0.3100 100.0000
33 N42 110.0000 93.4800 91.4800 0.0000 0.0000 100.0000
34 N43 110.0000 92.6500 90.6500 0.0000 0.0000 100.0000
35 N44 110.0000 92.5000 90.0000 0.0000 0.0000 100.0000
36 N45 110.0000 92.2000 89.7000 0.0000 0.0000 100.0000
37 N69 110.0000 90.4800 87.6800 0.0000 0.0000 100.0000
38 N46 110.0000 91.8400 89.3400 0.0000 0.0000 100.0000
39 N47 100.0000 91.8200 89.3200 0.0000 0.0000 100.0000
40 N48 99.0000 92.5800 90.5800 0.0000 0.0000 100.0000
41 N49 99.0000 92.4100 90.3500 0.0000 0.0000 100.0000
42 N50 99.0000 92.3300 90.3300 0.0000 0.0000 100.0000
43 N51 99.0000 92.0700 89.9600 0.0000 0.0000 100.0000
44 N52 99.0000 91.9300 89.9300 0.0000 0.0000 100.0000
45 N53 99.0000 92.0300 89.5300 0.0000 0.0000 100.0000
46 N54 99.0000 91.7600 89.1800 0.0000 0.0000 100.0000
47 N55 110.0000 100.3500 98.9200 0.0000 0.0000 100.0000
48 N56 110.0000 99.9300 98.4000 0.0000 0.0000 100.0000
49 N57 110.0000 99.7300 99.2300 0.0000 0.0000 100.0000
50 N58 99.0000 93.4400 92.4400 0.0000 0.0000 100.0000
51 N59 99.0000 92.6000 91.6000 0.0000 0.0000 100.0000
52 N60 99.0000 92.1600 91.1600 0.0000 0.0000 100.0000
53 N61 99.0000 92.5000 90.5000 0.0000 0.0000 100.0000
54 N62 99.0000 91.4200 88.9200 0.0000 0.0000 100.0000
55 N63 99.0000 98.8000 95.7500 0.0000 0.0000 100.0000
56 N64 99.0000 91.7000 88.6300 0.0000 0.0000 100.0000
57 N65 99.0000 90.4800 88.0800 0.0000 0.0000 100.0000
58 N66 99.0000 90.1800 87.7800 0.0000 0.0000 100.0000
59 N67 99.0000 90.0100 87.6100 0.0000 0.0000 100.0000
60 N68 99.0000 90.6400 87.8400 0.0000 0.0000 100.0000
61 D1 110.0000 91.6800 88.7500 0.0000 0.0000 100.0000
62 N60.7 100.0000 91.7000 90.6000 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N1 -258138.4400 158442.2000 No Ponding Normal 0 0.0000
2 N2 -257535.0400 158056.4000 No Ponding Normal 0 0.0000
3 N3 -256737.3050 157774.9000 No Ponding Normal 0 0.0000
4 N4 -255855.7450 157411.1000 No Ponding Normal 0 0.0000
5 N5 -255565.3300 156526.7000 No Ponding Normal 0 0.0000
6 N6 -254993.6350 155868.8500 No Ponding Normal 0 0.0000
7 N7 -254219.4500 155466.0000 No Ponding Normal 0 0.0000
8 N8 -253506.3100 155120.4000 No Ponding Normal 0 0.0000
9 N9 -253005.0350 154930.9000 No Ponding Normal 0 0.0000
10 N10 -252278.6200 155323.5000 No Ponding Normal 0 0.0000
11 N11 -252027.9150 154446.1000 No Ponding Normal 0 0.0000
12 N12 -251376.9400 153954.7000 No Ponding Normal 0 0.0000
13 N13 -250809.7400 153415.1000 No Ponding Normal 0 0.0000
14 N14 -250231.6100 153129.4000 No Ponding Normal 0 0.0000
15 N15 -249536.9500 152980.9000 No Ponding Normal 0 0.0000
16 N24 -248716.0200 152809.4000 No Ponding Normal 0 0.0000
17 N25 -248132.6250 153708.1500 No Ponding Normal 0 0.0000
18 N26 -247569.7300 153701.1000 No Ponding Normal 0 0.0000
19 N27 -246784.5300 154401.3000 No Ponding Normal 0 0.0000
20 N28 -257770.8350 147129.0000 No Ponding Normal 0 0.0000
21 N29 -256212.6250 149106.3000 No Ponding Normal 0 0.0000
22 N30 -253986.6250 149415.1000 No Ponding Normal 0 0.0000
23 N31 -251698.8200 149536.1000 No Ponding Normal 0 0.0000
24 N32 -249151.1100 149881.9000 No Ponding Normal 0 0.0000
25 N33 -248842.3350 151533.9000 No Ponding Normal 0 0.0000
26 N34 -248292.9300 150843.3000 No Ponding Normal 0 0.0000
27 N35 -247792.8000 151663.0000 No Ponding Normal 0 0.0000
28 N36 -247595.8100 152396.1000 No Ponding Normal 0 0.0000
29 N37 -247216.2250 153067.1000 No Ponding Normal 0 0.0000
30 N38 -246297.8400 153826.1500 No Ponding Normal 0 0.0000
31 N39 -245579.7100 153644.9000 No Ponding Normal 0 0.0000
32 N41 -244611.7300 153590.4000 No Ponding Normal 0 0.0000
33 N42 -243718.7000 153503.4500 No Ponding Normal 0 0.0000
34 N43 -242833.0250 153724.2000 No Ponding Normal 0 0.0000
35 N44 -241914.6000 153679.7000 No Ponding Normal 0 0.0000
36 N45 -241168.7250 154005.2000 No Ponding Normal 0 0.0000
37 N69 -231669.0050 158957.7000 No Ponding Normal 0 0.0000
38 N46 -240715.8350 154799.3000 No Ponding Normal 0 0.0000
39 N47 -239515.1400 155239.9000 No Ponding Normal 0 0.0000
40 N48 -241203.2450 151001.1000 No Ponding Normal 0 0.0000
41 N49 -240513.7400 151691.7000 No Ponding Normal 0 0.0000
42 N50 -239943.1250 152179.8000 No Ponding Normal 0 0.0000
43 N51 -239182.3050 152929.9500 No Ponding Normal 0 0.0000
44 N52 -238694.8500 153465.8000 No Ponding Normal 0 0.0000
45 N53 -238243.1250 154418.3000 No Ponding Normal 0 0.0000
46 N54 -238148.0200 155537.5000 No Ponding Normal 0 0.0000
47 N55 -242047.3200 160216.9000 No Ponding Normal 0 0.0000
48 N56 -241286.5000 160193.0000 No Ponding Normal 0 0.0000
49 N57 -240585.1000 159359.6000 No Ponding Normal 0 0.0000
50 N58 -240157.1150 158526.1000 No Ponding Normal 0 0.0000
51 N59 -239420.0350 158145.1000 No Ponding Normal 0 0.0000
52 N60 -238766.2100 157883.1000 No Ponding Normal 0 0.0000
53 N61 -237648.7200 157406.9000 No Ponding Normal 0 0.0000
54 N62 -236935.4300 155882.8000 No Ponding Normal 0 0.0000
55 N63 -237803.2450 160276.4000 No Ponding Normal 0 0.0000
56 N64 -235948.7200 156025.7000 No Ponding Normal 0 0.0000
57 N65 -234783.7050 156311.5000 No Ponding Normal 0 0.0000
58 N66 -233999.0450 156918.7000 No Ponding Normal 0 0.0000
59 N67 -233285.8050 158633.3000 No Ponding Normal 0 0.0000
60 N68 -232560.6150 158776.1500 No Ponding Normal 0 0.0000
61 D1 -236495.5500 155990.0000 No Ponding Normal 0 0.0000
62 N60.7 -238231.2300 157680.7000 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 L1 N1 N2 102.8300 101.7100 No Design
2 L2 N2 N3 101.7100 100.3800 No Design
3 L3 N3 N4 100.3800 99.4600 No Design
4 L4 N4 N5 99.4600 99.0400 No Design
5 L5 N5 N6 99.0400 98.8600 No Design
6 L6 N6 N7 98.8600 98.3300 No Design
7 L7 N7 N8 98.3300 97.8000 No Design
8 L8 N8 N9 97.8000 97.3700 No Design
9 L9 N9 N10 99.2200 99.2100 No Design
10 L10 N10 N11 98.7000 96.7000 No Design
11 L11 N11 N12 96.7000 96.1000 No Design
12 L12 N12 N13 96.1000 95.5000 No Design
13 L13 N13 N14 95.5000 94.9500 No Design
14 L14 N14 N15 97.1400 97.1300 No Design
15 L15 N15 N24 94.4600 94.0300 No Design
16 L24 N24 N25 94.0300 93.5900 No Design
17 L25 N25 N26 93.5900 92.8500 No Design
18 L26 N26 N27 92.8500 92.7400 No Design
19 L27 N27 N38 92.7400 92.0000 No Design
20 L28 N28 N29 120.5000 113.5000 No Design
21 L29 N29 N30 113.5000 105.5000 No Design
22 L30 N30 N31 105.5000 97.5000 No Design
23 L31 N31 N32 97.5000 94.8000 No Design
24 L32 N32 N34 94.8000 94.0700 No Design
25 L33 N33 N34 97.5100 97.1200 No Design
26 L34 N34 N35 94.0700 93.9700 No Design
27 L35 N35 N36 93.9700 92.9800 No Design
28 L36 N36 N37 92.9800 92.3100 No Design
29 W2637 N26 N37 93.7200 93.6200 No Design
30 L37 N37 N38 92.3100 92.0000 No Design
31 L38 N38 N39 92.0000 91.9800 No Design
32 L39 N41 N39 92.1800 91.9800 No Design
33 L41 N41 N42 91.8800 91.4800 No Design
34 4243 N42 N43 91.4800 90.6500 No Design
35 Section 3
4344 N43 N44 90.6500 90.0000 No Design
36 6869 N68 N69 87.8400 87.6800 No Design
37 4445 N44 N45 90.0000 89.7000 No Design
38 4546 N45 N46 89.7000 89.3400 No Design
39 4647 N46 N47 89.3400 89.3200 No Design
40 4754 N47 N54 89.3200 89.1800 No Design
41 4849 N48 N49 90.5800 90.4100 No Design
42 5051 N50 N51 90.3300 90.0700 No Design
43 5253 N52 N53 89.9300 89.5300 No Design
44 5354 N53 N54 89.5300 89.2600 No Design
45 5462 N54 N62 89.2600 88.9200 No Design
46 5657 N56 N57 99.5300 99.2300 No Design
47 5758 N57 N58 99.2300 92.4400 No Design
48 5859 N58 N59 92.4400 91.6000 No Design
49 5960 N59 N60 91.6000 91.1600 No Design
50 6061 N60 N60.7 91.1600 90.7000 No Design
51 6162 N61 N62 90.5000 88.9200 No Design
52 6465 N64 N65 88.6300 88.0800 No Design
53 6566 N65 N66 88.0800 87.7800 No Design
54 6667 N66 N67 87.7800 87.6100 No Design
55 L595 N62 D1 88.9200 88.7500 No Design
56 L598 N60.7 N61 90.6000 90.5000 No Design
57 5556ova N55 N56 99.8500 99.4000 No Design
58 5556unda N55 N56 98.9200 98.4700 No Design
59 5663ova N56 N63 99.4000 98.0000 No Design
60 5663und N56 N63 98.4000 97.0000 No Design
61 6364ova N63 N64 97.0000 89.9000 No Design
62 6364und N63 N64 95.7500 88.6300 No Design
63 6264ova D1 N64 90.8800 90.8600 No Design
64 6264und D1 N64 88.7500 88.6300 No Design
65 6768ova N67 N68 89.4000 89.3800 No Design
66 6768und N67 N68 87.9600 87.8400 No Design
67 4950ova N49 N50 91.0400 91.0200 No Design
68 4950und N49 N50 90.3500 90.3300 No Design
69 5152ova N51 N52 91.0300 91.0250 No Design
70 5152und N51 N52 89.9600 89.9300 No Design
*==========================================*
| Storage Junction Data |
*==========================================*
MAXIMUM OR PEAK OR CROWN DEPTH
STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION STARTS
NUMBER OR NAME TYPE AREA (M2) (CUBIC MET.) (M) FROM
-------------- -------- ---------------- --------------- --------- -----------
N33 Stage/Area 1100.0000 967.7421 110.0000 Spill Crest
*==================================*
| Variable storage data for node |N33
*==================================*
Data Elevation Depth Area Volume
Point meters meters m^2 m^3
===== ========= ====== =========== ============
1 97.5100 0.0000 746.0000 0.0000
2 97.5713 0.0612 778.8750 46.6957
3 97.6325 0.1225 811.7500 95.4051
4 97.6938 0.1837 844.6250 146.1283
5 97.7550 0.2450 877.5000 198.8651
6 97.8163 0.3063 910.3750 253.6157
7 97.8775 0.3675 943.2500 310.3800
8 97.9387 0.4287 976.1250 369.1580
9 98.0000 0.4900 1009.0000 429.9497
10 98.0637 0.5537 1020.3750 494.6357
11 98.1275 0.6175 1031.7500 560.0468
12 98.1913 0.6813 1043.1250 626.1831
13 98.2550 0.7450 1054.5000 693.0446
14 98.3188 0.8087 1065.8750 760.6312
15 98.3825 0.8725 1077.2500 828.9430
16 98.4463 0.9363 1088.6250 897.9799
17 98.5100 1.0000 1100.0000 967.7421
18 110.0000 12.4900 1100.0000 967.7421
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N69 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N69 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
CHURCH STREET, POMONA
EXISTING CASE
Title from immediately preceding computational layer
CHURCH STREET, POMONA
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 27
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 101.56
#################################################
# Element numbers of interface inlet locations: #
#################################################
N48 N50 N52 N1 N4 N8 N13
N25 N28 N29 N30 N31 N32 N33
N36 N42 N44 N45 N47 N55 N56
N63 N64 N66 N58 N59 N61
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
L1 23.7900 0.1067
L2 31.3792 0.1209
L3 21.1637 0.0575
L4 14.8201 0.0262
L5 14.1212 0.0180
L6 107.6004 0.0520
L7 212.9831 0.0505
L8 226.7844 0.0430
L9 5.4768 0.0010
L10 230.8083 0.2000
L11 134.5580 0.0364
L12 167.9513 0.0364
L13 106.1819 0.0314
L14 3.7006 0.0010
L15 41.4767 0.0331
L24 46.8109 0.0220
L25 97.5504 0.0463
L26 39.8090 0.0073
L27 416.5903 0.0510
L28 142.9406 0.0522
L29 111.2914 0.0506
L30 121.4510 0.0533
L31 81.3908 0.0303
L32 10.6189 0.0348
L33 13.2107 0.0390
L34 27.1462 0.0057
L35 151.1332 0.0460
L36 604.2278 0.0372
W2637 41.0450 0.0100
L37 268.7941 0.0132
L38 20.3679 0.0014
L39 220.6626 0.0200
L41 24.3580 0.0073
4243 57.3946 0.0138
4344 63.4676 0.0130
6869 43.1813 0.0080
4445 86.8567 0.0091
4546 96.3889 0.0144
4647 19.5453 0.0010
4754 69.8137 0.0045
4849 68.7768 0.0142
5051 53.2734 0.0137
5253 101.3181 0.0200
5354 215.9379 0.0093
5462 217.9611 0.0283
5657 69.9273 0.0500
5758 51.4571 0.1358
5859 18.9395 0.0467
5960 27.1929 0.0259
6061 54.8120 0.0418
6162 84.2671 0.0527
6465 90.4168 0.0172
6566 57.6108 0.0086
6667 54.3218 0.0034
L595 217.9611 0.0283
L598 1.4897 0.0167
5556ova 8.0165 0.0281
5556unda 0.2730 0.0281
5663ova 7.0634 0.0169
5663und 0.2114 0.0169
6364ova 109.2892 0.0645
6364und 0.6735 0.0647
6264ova 48.9163 0.0020
6264und 3.2349 0.0133
6768ova 22.4678 0.0020
6768und 3.2349 0.0133
4950ova 6.3533 0.0033
4950und 2.1890 0.0033
5152ova 3.7458 0.0008
5152und 6.8731 0.0050
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.01 / 102.84 N2/ 0.01 / 101.72 N3/ 0.01 / 100.39
N4/ 0.01 / 99.47 N5/ 0.20 / 99.23 N6/ 0.37 / 99.23
N7/ 0.90 / 99.23 N8/ 1.43 / 99.23 N9/ 1.86 / 99.23
N10/ 1.71 / 98.71 N11/ 0.44 / 97.14 N12/ 1.04 / 97.14
N13/ 1.64 / 97.14 N14/ 2.19 / 97.14 N15/ 0.01 / 94.47
N24/ 0.01 / 94.04 N25/ 0.01 / 93.60 N26/ 0.01 / 92.86
N27/ 0.01 / 92.75 N28/ 0.01 / 120.51 N29/ 0.01 / 113.51
N30/ 0.01 / 105.51 N31/ 0.01 / 97.51 N32/ 0.01 / 94.81
N33/ 0.01 / 97.52 N34/ 0.01 / 94.08 N35/ 0.01 / 93.98
N36/ 0.01 / 92.99 N37/ 0.01 / 92.32 N38/ 0.21 / 92.21
N39/ 0.22 / 92.20 N41/ 0.31 / 92.19 N42/ 0.00 / 91.48
N43/ 0.00 / 90.65 N44/ 0.00 / 90.00 N45/ 0.00 / 89.70
N69/ 0.00 / 87.68 N46/ 0.00 / 89.34 N47/ 0.00 / 89.32
N48/ 0.00 / 90.58 N49/ 0.00 / 90.35 N50/ 0.00 / 90.33
N51/ 0.00 / 89.96 N52/ 0.00 / 89.93 N53/ 0.00 / 89.53
N54/ 0.00 / 89.18 N55/ 0.00 / 98.92 N56/ 0.00 / 98.40
N57/ 0.00 / 99.23 N58/ 0.00 / 92.44 N59/ 0.00 / 91.60
N60/ 0.00 / 91.16 N61/ 0.00 / 90.50 N62/ 0.00 / 88.92
N63/ 0.00 / 95.75 N64/ 0.00 / 88.63 N65/ 0.00 / 88.08
N66/ 0.00 / 87.78 N67/ 0.00 / 87.61 N68/ 0.00 / 87.84
D1/ 0.00 / 88.75 N60.7/ 0.00 / 90.60
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Cross Sectional Area
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.07 L5/ 0.52 L6/ 1.77
L7/ 6.44 L8/ 14.04 L9/ 0.01
L10/ 1.92 L11/ 3.74 L12/ 8.00
L13/ 10.11 L14/ 0.00 L15/ 0.05
L24/ 0.00 L25/ 0.01 L26/ 0.01
L27/ 0.16 L28/ 0.02 L29/ 0.03
L30/ 0.04 L31/ 0.01 L32/ 0.00
L33/ 0.00 L34/ 0.02 L35/ 0.00
L36/ 0.01 W2637/ 0.00 L37/ 0.16
L38/ 0.26 L39/ 0.39 L41/ 0.37
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Hydraulic Radius
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.04 L5/ 0.17 L6/ 0.29
L7/ 0.56 L8/ 0.81 L9/ 0.00
L10/ 0.17 L11/ 0.36 L12/ 0.64
L13/ 0.80 L14/ 0.00 L15/ 0.01
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.05 L28/ 0.01 L29/ 0.01
L30/ 0.01 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.05
L38/ 0.11 L39/ 0.07 L41/ 0.08
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Upstream/ Downstream Elevation
L1/ 102.84/ 101.72 L2/ 101.72/ 100.39 L3/ 100.39/ 99.47
L4/ 99.47/ 99.23 L5/ 99.23/ 99.23 L6/ 99.23/ 99.23
L7/ 99.23/ 99.23 L8/ 99.23/ 99.23 L9/ 99.23/ 99.21
L10/ 98.71/ 97.14 L11/ 97.14/ 97.14 L12/ 97.14/ 97.14
L13/ 97.14/ 97.14 L14/ 97.14/ 97.13 L15/ 94.47/ 94.04
L24/ 94.04/ 93.60 L25/ 93.60/ 92.86 L26/ 92.86/ 92.75
L27/ 92.75/ 92.21 L28/ 120.51/ 113.51 L29/ 113.51/ 105.51
L30/ 105.51/ 97.51 L31/ 97.51/ 94.81 L32/ 94.81/ 94.08
L33/ 97.52/ 97.12 L34/ 94.08/ 93.98 L35/ 93.98/ 92.99
L36/ 92.99/ 92.32 W2637/ 92.32/ 92.32 L37/ 92.32/ 92.21
L38/ 92.21/ 92.20 L39/ 92.19/ 92.20 L41/ 92.19/ 91.48
4243/ 90.65/ 90.65 4344/ 90.00/ 90.00 6869/ 87.68/ 87.68
4445/ 89.70/ 89.70 4546/ 89.34/ 89.34 4647/ 89.32/ 89.32
4754/ 89.18/ 89.18 4849/ 90.35/ 90.35 5051/ 89.96/ 89.96
5253/ 89.53/ 89.53 5354/ 89.18/ 89.18 5462/ 88.92/ 88.92
5657/ 99.23/ 99.23 5758/ 92.44/ 92.44 5859/ 91.60/ 91.60
5960/ 91.16/ 91.16 6061/ 90.60/ 90.60 6162/ 88.92/ 88.92
6465/ 88.08/ 88.08 6566/ 87.78/ 87.78 6667/ 87.61/ 87.61
L595/ 88.75/ 88.75 L598/ 90.50/ 90.50 5556ova/ 98.40/ 98.40
5556unda/ 98.40/ 98.40 5663ova/ 95.75/ 95.75 5663und/ 95.75/ 95.75
6364ova/ 88.63/ 88.63 6364und/ 88.63/ 88.63 6264ova/ 88.63/ 88.63
6264und/ 88.63/ 88.63 6768ova/ 87.84/ 87.84 6768und/ 87.84/ 87.84
4950ova/ 90.33/ 90.33 4950und/ 90.33/ 90.33 5152ova/ 89.93/ 89.93
5152und/ 89.93/ 89.93
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N1 12.5122 31.2805 705.0000
N2 9.8424 24.6060 0.0000
N3 43.2627 50.0000 0.0000
N4 28.2264 50.0000 0.0000
N5 35.7457 50.0000 0.0000
N6 33.8163 50.0000 0.0000
N7 50.0000 50.0000 0.0000
N8 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N11 33.2228 50.0000 0.0000
N12 22.3556 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 32.7856 50.0000 0.0000
N15 6.2267 15.5666 0.0000
N24 7.9247 19.8118 0.0000
N25 28.1489 50.0000 0.0000
N26 21.4121 50.0000 0.0000
N27 13.3994 33.4985 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N32 31.9502 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 24.5575 50.0000 0.0000
N35 22.1248 50.0000 0.0000
N36 38.4904 50.0000 0.0000
N37 27.0773 50.0000 0.0000
N38 19.6028 49.0069 0.0000
N39 39.5978 50.0000 0.0000
N41 19.9491 49.8728 0.0000
N42 20.5098 50.0000 0.0000
N43 33.5017 50.0000 0.0000
N44 38.4443 50.0000 0.0000
N45 32.2787 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 21.7357 50.0000 0.0000
N47 17.3284 43.3209 0.0000
N48 26.5051 50.0000 0.0000
N49 18.3841 45.9601 0.0000
N50 19.3660 48.4149 0.0000
N51 23.7009 50.0000 0.0000
N52 18.8146 47.0364 0.0000
N53 15.1922 37.9804 0.0000
N54 27.2558 50.0000 0.0000
N55 0.6191 1.5477 18515.0000
N56 1.2993 3.2483 5.0000
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 20.4803 50.0000 0.0000
N62 32.4551 50.0000 0.0000
N63 0.5477 1.3692 2375.0000
N64 24.0710 50.0000 0.0000
N65 25.9697 50.0000 0.0000
N66 22.6694 50.0000 0.0000
N67 12.5242 31.3106 0.0000
N68 9.7161 24.2902 0.0000
D1 9.8617 24.6543 0.0000
N60.7 25.1621 50.0000 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 3.6783 3.6783 10.1255 0.0833 0.0095 0.1161 Normal Soln
L2 3.9808 3.9808 11.8419 0.0000 0.0092 0.0853 Normal Soln
L3 6.0174 6.0174 26.8610 0.0000 0.0115 0.1252 Normal Soln
L4 5.4332 5.4332 22.8362 0.0000 0.0153 0.3430 Normal Soln
L5 3.3851 3.3851 12.8776 0.0000 0.0137 0.3968 Normal Soln
L6 3.5954 3.5954 16.5164 0.0000 -0.0216 0.1470 Normal Soln
L7 3.4831 3.4831 44.8730 3.1667 0.0251 0.0879 Normal Soln
L8 2.9878 2.9878 50.0000 207.5000 -0.0367 0.1371 Normal Soln
L9 5.2030 5.2030 19.2167 0.0000 0.0132 1.1672 Normal Soln
L10 3.7950 3.7950 20.7838 3.8333 0.0146 0.0266 Normal Soln
L11 5.8532 5.8532 50.0000 0.0000 0.0693 0.0768 Normal Soln
L12 5.0963 5.0963 50.0000 0.0000 0.0851 0.0980 Normal Soln
L13 5.7003 5.7003 50.0000 0.0000 0.1149 0.1701 Normal Soln
L14 4.0494 4.0494 12.3290 0.0000 0.0654 2.1535 Normal Soln
L15 4.8345 4.8345 20.3998 0.0000 0.0868 0.1884 Normal Soln
L24 7.2266 7.2266 24.8415 0.0000 0.0467 0.1651 Normal Soln
L25 5.1656 5.1656 21.3152 0.0000 0.0625 0.1023 Normal Soln
L26 4.3331 4.3331 13.2584 0.0000 0.0465 0.2458 Normal Soln
L27 4.4819 4.4819 15.5978 0.0000 0.0608 0.0261 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0060 0.0173 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0077 0.0423 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0092 0.0506 Normal Soln
L31 36.2066 36.2066 50.0000 0.0000 0.0210 0.1040 Normal Soln
L32 6.5887 6.5887 21.1943 0.0000 0.0129 0.8326 Normal Soln
L33 6.4488 6.4488 25.5159 0.0000 0.0057 0.0848 Normal Soln
L34 6.4110 6.4110 44.7615 0.0000 0.0193 0.3482 Normal Soln
L35 8.6427 8.6427 27.0347 0.0000 0.0328 0.0624 Normal Soln
L36 6.2428 6.2428 12.3441 0.0000 0.0241 0.0161 Normal Soln
W2637 8.5136 8.5136 39.5331 0.0000 -0.0011 0.0060 Normal Soln
L37 7.7310 7.7310 37.6072 0.0000 0.0207 0.0375 Normal Soln
L38 4.0873 4.0873 15.3152 0.0000 0.0533 0.9337 Normal Soln
L39 2.8788 2.8788 11.6955 0.0000 -0.0518 0.0857 Normal Soln
L41 15.2504 15.2504 50.0000 0.0000 0.0461 0.7666 Normal Soln
4243 20.3232 20.3232 50.0000 0.0000 0.0388 0.3391 Normal Soln
4344 16.2791 16.2791 50.0000 0.0000 0.0357 0.3274 Normal Soln
6869 5.8033 5.8033 36.8602 0.0000 0.0366 0.5688 Normal Soln
4445 9.3825 9.3825 50.0000 0.0000 0.0398 0.2226 Normal Soln
4546 7.0089 7.0089 23.8712 0.0000 0.0451 0.1968 Normal Soln
4647 5.1983 5.1983 18.6956 0.0000 0.0450 0.9727 Normal Soln
4754 8.6930 8.6930 35.7514 0.0000 0.0455 0.2907 Normal Soln
4849 4.9038 4.9038 12.0544 0.0000 0.0093 0.0539 Normal Soln
5051 6.6783 6.6783 18.1648 0.0000 0.0136 0.1098 Normal Soln
5253 6.8724 6.8724 12.5791 0.0000 -0.0188 0.0743 Normal Soln
5354 7.9013 7.9013 50.0000 0.0000 -0.0317 0.0690 Normal Soln
5462 3.1418 3.1418 43.8146 0.0000 0.0573 0.2196 Normal Soln
5657 6.5710 6.5710 11.6937 0.0000 0.0021 0.0072 Normal Soln
5758 45.3256 45.3256 50.0000 0.0000 0.0022 0.0094 Normal Soln
5859 8.6401 8.6401 20.4656 0.0000 0.0046 0.0696 Normal Soln
5960 9.1433 9.1433 21.3643 0.0000 0.0046 0.0593 Normal Soln
6061 6.2901 6.2901 31.7479 0.0000 0.0053 0.0296 Normal Soln
6162 9.1332 9.1332 22.1520 0.0000 -0.0218 0.0367 Normal Soln
6465 8.7426 8.7426 33.7468 0.0000 0.0390 0.2653 Normal Soln
6566 9.2494 9.2494 46.8388 0.0000 0.0286 0.4162 Normal Soln
6667 14.0410 14.0410 50.0000 0.0000 -0.0224 0.4890 Normal Soln
L595 1.5656 1.5656 37.7943 0.0000 0.0792 0.5178 Normal Soln
L598 1.5779 1.5779 4.5054 10.5000 -0.0059 1.1635 Normal Soln
5556ova 6.6104 6.6104 10.4583 0.0000 -0.0040 0.1020 Normal Soln
5556unda 3.0110 3.0110 7.9244 0.0000 -0.0076 2.0321 Normal Soln
5663ova 39.5927 39.5927 50.0000 0.0000 0.0021 0.1071 Normal Soln
5663und 15.0478 15.0478 38.4245 0.0000 0.0064 2.2862 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0029 0.0087 Normal Soln
6364und 14.7398 14.7398 28.1072 0.0000 -0.0670 3.2360 Normal Soln
6264ova 4.7397 4.7397 10.7616 0.0000 0.0202 0.1721 Normal Soln
6264und 1.0828 1.0828 2.5572 63.9167 0.0084 2.1028 Normal Soln
6768ova 3.5421 3.5421 7.7167 0.0000 0.0268 0.9596 Normal Soln
6768und 1.4903 1.4903 4.1790 71.0000 0.0056 2.0641 Normal Soln
4950ova 5.7711 5.7711 22.4397 0.0000 -0.0010 0.0352 Normal Soln
4950und 1.9234 1.9234 7.5577 0.0000 -0.0047 1.1012 Normal Soln
5152ova 6.3739 6.3739 33.9462 0.0000 0.0006 0.0381 Normal Soln
5152und 1.6413 1.6413 6.1275 0.0000 -0.0077 0.6016 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...................................L13
*==================================================*
| 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/ 0.02 / 101.73/ 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/ 0.58 / 97.28/ N12/ 1.18 / 97.28/
N13/ 1.78 / 97.28/ N14/ 2.33 / 97.28/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.08 / 97.58/ N32/ 0.15 / 94.95/
N33/ 0.01 / 97.52/ N34/ 0.07 / 94.14/ N35/ 0.15 / 94.12/
N36/ 0.06 / 93.04/ N37/ 0.06 / 92.37/ N38/ 0.20 / 92.20/
N39/ 0.22 / 92.20/ N41/ 0.12 / 92.00/ N42/ 0.11 / 91.59/
N43/ 0.13 / 90.78/ N44/ 0.09 / 90.09/ N45/ 0.14 / 89.84/
N69/ 0.09 / 87.77/ N46/ 0.14 / 89.48/ N47/ 0.14 / 89.46/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.35/ N50/ 0.00 / 90.33/
N51/ 0.00 / 89.96/ N52/ 0.01 / 89.94/ N53/ 0.00 / 89.53/
N54/ 0.10 / 89.28/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.01 / 90.51/ N62/ 0.02 / 88.94/
N63/ 0.00 / 95.75/ N64/ 0.14 / 88.77/ N65/ 0.11 / 88.19/
N66/ 0.22 / 88.00/ N67/ 0.39 / 88.00/ N68/ 0.10 / 87.94/
D1/ 0.04 / 88.79/ 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/ 0.01*/ L26/ 0.01 /
L27/ 0.01*/ 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/ 0.03 /
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/ 0.03*/
5657/ 0.00*/ 5758/ 0.00*/ 5859/ 0.00*/
5960/ 0.00*/ 6061/ 0.00 / 6162/ 0.00*/
6465/ 0.03 / 6566/ 0.03 / 6667/ 0.03 /
L595/ 0.03*/ 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/ 0.03 / 6768ova/ 0.00 / 6768und/ 0.03 /
4950ova/ 0.00*/ 4950und/ 0.00 / 5152ova/ 0.00*/
5152und/ 0.00*/ FREE # 1/ 0.03 /
Conduit/ Velocity
L1/ 0.10 / 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/ 0.16 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.08 / L26/ 0.09 /
L27/ 0.03 / L28/ 0.07 / L29/ 0.04 /
L30/ 0.06 / L31/ 0.09 / L32/ 0.23 /
L33/ 0.02 / L34/ 0.05 / L35/ 0.25 /
L36/ 0.41 / W2637/ 0.00 / L37/ 0.08 /
L38/ 0.08 / L39/ -0.05 / L41/ 0.14 /
4243/ 0.22 / 4344/ 0.24 / 6869/ 0.11 /
4445/ 0.12 / 4546/ 0.39 / 4647/ 0.12 /
4754/ 0.23 / 4849/ 0.06 / 5051/ 0.04 /
5253/ 0.09 / 5354/ 0.01 / 5462/ 0.11 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.02 /
5960/ 0.02 / 6061/ 0.02 / 6162/ 0.04 /
6465/ 0.42 / 6566/ 0.23 / 6667/ 0.04 /
L595/ 0.07 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.31 / 5663ova/ 0.00 / 5663und/ 0.28 /
6364ova/ 0.00 / 6364und/ 0.01 / 6264ova/ 0.00 /
6264und/ 0.33 / 6768ova/ 0.00 / 6768und/ 0.54 /
4950ova/ 0.00 / 4950und/ 0.05 / 5152ova/ 0.00 /
5152und/ 0.04 /
Conduit/ Width
L1/ 0.09 / L2/ 0.11 / L3/ 0.15 /
L4/ 0.86 / L5/ 2.87 / L6/ 5.14 /
L7/ 10.78 / L8/ 16.94 / L9/ 2.04 /
L10/ 5.88 / L11/ 10.49 / L12/ 12.66 /
L13/ 13.27 / L14/ 0.49 / L15/ 4.28 /
L24/ 0.97 / L25/ 1.29 / L26/ 0.97 /
L27/ 1.44 / L28/ 0.21 / L29/ 0.50 /
L30/ 2.55 / L31/ 2.20 / L32/ 0.89 /
L33/ 0.07 / L34/ 4.51 / L35/ 0.76 /
L36/ 0.52 / W2637/ 0.01 / L37/ 1.75 /
L38/ 2.26 / L39/ 2.39 / L41/ 2.02 /
4243/ 1.52 / 4344/ 1.48 / 6869/ 2.68 /
4445/ 2.63 / 4546/ 0.76 / 4647/ 2.42 /
4754/ 1.50 / 4849/ 0.24 / 5051/ 0.21 /
5253/ 0.19 / 5354/ 1.44 / 5462/ 2.96 /
5657/ 0.16 / 5758/ 0.26 / 5859/ 0.07 /
5960/ 0.11 / 6061/ 0.13 / 6162/ 0.04 /
6465/ 0.86 / 6566/ 1.21 / 6667/ 4.24 /
L595/ 4.50 / L598/ 1.20 / 5556ova/ 0.01 /
5556unda/ 0.15 / 5663ova/ 0.04 / 5663und/ 0.15 /
6364ova/ 0.03 / 6364und/ 0.28 / 6264ova/ 0.02 /
6264und/ 0.56 / 6768ova/ 0.04 / 6768und/ 0.52 /
4950ova/ 0.00 / 4950und/ 3.00 / 5152ova/ 0.01 /
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/ 0.58 / N12/ 1.18 /
N13/ 1.78 / N14/ 2.33 / N15/ 2.73 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.08 / N32/ 0.15 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.15 /
N36/ 0.07 / N37/ 0.07 / N38/ 0.20 /
N39/ 0.22 / N41/ 0.12 / N42/ 0.11 /
N43/ 0.13 / N44/ 0.09 / N45/ 0.14 /
N69/ 0.09 / N46/ 0.15 / N47/ 0.14 /
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/ 0.01 / N62/ 0.02 /
N63/ 1.26 / N64/ 0.15 / N65/ 0.12 /
N66/ 0.23 / N67/ 0.39 / N68/ 0.12 /
D1/ 0.04 / N60.7/ 0.10 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.27 / 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/ 12.72 / N12/ 12.72 /
N13/ 12.72 / N14/ 12.72 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.42 / N32/ 15.05 /
N33/ 12.48 / N34/ 15.86 / N35/ 15.88 /
N36/ 16.96 / N37/ 17.63 / N38/ 17.80 /
N39/ 17.80 / N41/ 18.00 / N42/ 18.41 /
N43/ 19.22 / N44/ 19.91 / N45/ 20.16 /
N69/ 22.23 / N46/ 20.52 / N47/ 10.54 /
N48/ 8.41 / N49/ 8.65 / N50/ 8.67 /
N51/ 9.04 / N52/ 9.06 / N53/ 9.47 /
N54/ 9.72 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.49 / N62/ 10.06 /
N63/ 3.25 / N64/ 10.23 / N65/ 10.81 /
N66/ 11.00 / N67/ 11.00 / N68/ 11.06 /
D1/ 21.21 / N60.7/ 9.40 /
Junction/ Max Volume
N1/ 0.83 / N2/ 0.65 / N3/ 0.75 /
N4/ 0.99 / N5/ 0.95 / N6/ 0.72 /
N7/ 1.27 / N8/ 1.80 / N9/ 2.23 /
N10/ 1.90 / N11/ 0.94 / N12/ 1.54 /
N13/ 2.14 / N14/ 2.69 / N15/ 0.50 /
N24/ 0.70 / N25/ 0.65 / N26/ 1.05 /
N27/ 0.61 / N28/ 0.36 / N29/ 0.46 /
N30/ 0.47 / N31/ 0.81 / N32/ 1.15 /
N33/ 0.38 / N34/ 0.96 / N35/ 0.97 /
N36/ 0.72 / N37/ 1.03 / N38/ 1.33 /
N39/ 1.28 / N41/ 1.26 / N42/ 1.27 /
N43/ 1.15 / N44/ 1.22 / N45/ 1.48 /
N69/ 1.87 / N46/ 1.81 / N47/ 1.81 /
N48/ 0.55 / N49/ 0.78 / N50/ 0.79 /
N51/ 1.16 / N52/ 1.19 / N53/ 1.59 /
N54/ 1.94 / N55/ 1.11 / N56/ 1.15 /
N57/ 0.03 / N58/ 0.18 / N59/ 0.21 /
N60/ 0.13 / N61/ 0.62 / N62/ 2.20 /
N63/ 1.32 / N64/ 1.24 / N65/ 1.74 /
N66/ 2.01 / N67/ 2.16 / N68/ 1.87 /
D1/ 2.37 / N60.7/ 0.62 /
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/ 0.57 / L6/ 1.85 /
L7/ 6.63 / L8/ 14.36 / L9/ 0.03 /
L10/ 2.62 / L11/ 5.05 / L12/ 9.65 /
L13/ 11.84 / L14/ 0.03 / L15/ 0.32 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.06 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.04 /
L30/ 0.19 / L31/ 0.14 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.30 / L35/ 0.06 /
L36/ 0.04 / W2637/ 0.00 / L37/ 0.18 /
L38/ 0.24 / L39/ 0.37 / L41/ 0.14 /
4243/ 0.10 / 4344/ 0.09 / 6869/ 0.25 /
4445/ 0.18 / 4546/ 0.06 / 4647/ 0.20 /
4754/ 0.10 / 4849/ 0.01 / 5051/ 0.02 /
5253/ 0.01 / 5354/ 0.12 / 5462/ 0.22 /
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/ 0.69 /
L595/ 0.34 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.02 / 6264ova/ 0.00 /
6264und/ 0.04 / 6768ova/ 0.00 / 6768und/ 0.03 /
4950ova/ 0.00 / 4950und/ 0.01 / 5152ova/ 0.00 /
5152und/ 0.01 /
Conduit/ Final Volume
L1/ 0.04 / L2/ 0.05 / L3/ 0.10 /
L4/ 1.36 / L5/ 5.66 / L6/ 18.89 /
L7/ 69.65 / L8/ 143.55 / L9/ 0.31 /
L10/ 26.23 / L11/ 83.28 / L12/ 159.18 /
L13/ 207.14 / L14/ 0.29 / L15/ 4.13 /
L24/ 0.79 / L25/ 1.03 / L26/ 0.87 /
L27/ 2.23 / L28/ 1.93 / L29/ 5.74 /
L30/ 28.81 / L31/ 12.18 / L32/ 1.24 /
L33/ 0.01 / L34/ 5.17 / L35/ 1.24 /
L36/ 0.63 / W2637/ 0.00 / L37/ 4.19 /
L38/ 3.41 / L39/ 3.71 / L41/ 7.89 /
4243/ 5.95 / 4344/ 4.58 / 6869/ 4.96 /
4445/ 6.07 / 4546/ 1.50 / 4647/ 4.05 /
4754/ 3.20 / 4849/ 0.13 / 5051/ 0.32 /
5253/ 0.18 / 5354/ 3.50 / 5462/ 2.65 /
5657/ 0.00 / 5758/ 0.19 / 5859/ 0.04 /
5960/ 0.05 / 6061/ 0.03 / 6162/ 0.05 /
6465/ 1.99 / 6566/ 4.05 / 6667/ 34.32 /
L595/ 2.02 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.01 / 5663ova/ 0.00 / 5663und/ 0.06 /
6364ova/ 0.00 / 6364und/ 2.15 / 6264ova/ 0.00 /
6264und/ 0.68 / 6768ova/ 0.00 / 6768und/ 0.47 /
4950ova/ 0.00 / 4950und/ 0.08 / 5152ova/ 0.00 /
5152und/ 0.13 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.30 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.05 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.03 /
L27/ 0.05 / L28/ 0.01 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.06 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.07 /
4243/ 0.06 / 4344/ 0.05 / 6869/ 0.08 /
4445/ 0.06 / 4546/ 0.07 / 4647/ 0.07 /
4754/ 0.06 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.01 / 5462/ 0.01 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.06 / 6566/ 0.08 / 6667/ 0.15 /
L595/ 0.02 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.01 /
6364ova/ 0.00 / 6364und/ 0.04 / 6264ova/ 0.00 /
6264und/ 0.05 / 6768ova/ 0.00 / 6768und/ 0.04 /
4950ova/ 0.00 / 4950und/ 0.00 / 5152ova/ 0.00 /
5152und/ 0.00 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.73 L2/ 101.73/ 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/ 97.28 L11/ 97.28/ 97.28 L12/ 97.28/ 97.28/
L13/ 97.28/ 97.28 L14/ 97.28/ 97.19 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.58 L31/ 97.58/ 94.95 L32/ 94.95/ 94.14/
L33/ 97.52/ 97.12 L34/ 94.14/ 94.12 L35/ 94.12/ 93.04/
L36/ 93.04/ 92.37 W2637/ 92.37/ 92.37 L37/ 92.37/ 92.20/
L38/ 92.20/ 92.20 L39/ 92.19/ 92.20 L41/ 92.00/ 91.59/
4243/ 91.59/ 90.78 4344/ 90.78/ 90.09 6869/ 87.94/ 87.77/
4445/ 90.09/ 89.84 4546/ 89.84/ 89.48 4647/ 89.48/ 89.46/
4754/ 89.46/ 89.28 4849/ 90.59/ 90.41 5051/ 90.33/ 90.07/
5253/ 89.94/ 89.53 5354/ 89.53/ 89.28 5462/ 89.28/ 88.94/
5657/ 99.23/ 99.23 5758/ 99.23/ 92.44 5859/ 92.44/ 91.60/
5960/ 91.60/ 91.16 6061/ 91.16/ 90.70 6162/ 90.51/ 88.94/
6465/ 88.77/ 88.19 6566/ 88.19/ 88.00 6667/ 88.00/ 88.00/
L595/ 88.94/ 88.79 L598/ 90.60/ 90.51 5556ova/ 98.41/ 98.41/
5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75 5663und/ 98.41/ 97.00/
6364ova/ 88.77/ 88.77 6364und/ 95.75/ 88.77 6264ova/ 88.77/ 88.77/
6264und/ 88.79/ 88.77 6768ova/ 87.94/ 87.94 6768und/ 88.00/ 87.94/
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........ 12548
Total number of time steps during simulation.... 11358
Ratio of actual # of time steps / NTCYC......... 2.629
Average number of iterations per time step...... 1.105
Average time step size(seconds)................ 1.902
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 2.856
Average minimum implicit time step (sec)........ 2.490
Average minimum junction time step (sec)........ 2.490
Average Courant Factor Tf....................... 2.490
Number of times omega reduced................... 199
*=========================================================*
| 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 1.11 12555 0 12 1 0 0
N2 0 1.12 12760 5 8 0 0 0
N3 0 1.11 12655 0 8 0 0 0
N4 0 1.13 12795 0 7 0 0 0
N5 0 1.23 13940 0 12 1 0 0
N6 0 1.55 17585 0 10 1 0 0
N7 0 2.26 25716 0 12 8 0 0
N8 0 3.01 34221 118 16 48 0 0
N9 0 2.41 27378 28 14 23 0 0
N10 0 1.12 12752 0 7 0 0 0
N11 0 1.61 18321 0 31 1 1 0
N12 0 2.45 27802 1 18 1 0 0
N13 0 2.80 31777 0 8 0 0 0
N14 0 2.19 24822 1 9 0 0 0
N15 0 1.09 12337 0 7 0 0 0
N24 0 1.12 12746 0 14 1 0 0
N25 0 1.10 12483 0 6 0 0 0
N26 0 1.25 14198 1 10 1 0 0
N27 0 1.14 12911 0 7 0 0 0
N28 0 1.07 12194 0 5 0 0 0
N29 0 1.11 12598 1 13 1 0 0
N30 0 1.16 13120 0 14 1 0 0
N31 0 1.09 12414 0 15 2 0 0
N32 0 1.11 12660 0 7 0 0 0
N33 0 1.10 12441 0 7 0 0 0
N34 0 1.16 13170 1 7 0 0 0
N35 0 1.22 13847 0 7 0 0 0
N36 0 1.12 12732 0 7 0 0 0
N37 0 1.17 13327 0 10 1 0 0
N38 0 1.22 13860 0 19 1 0 0
N39 0 1.14 12971 0 9 0 0 0
N41 0 1.18 13371 1 9 0 0 0
N42 0 1.17 13336 2 18 1 0 0
N43 0 1.17 13236 0 7 0 0 0
N44 0 1.17 13263 0 7 0 0 0
N45 0 1.16 13165 0 6 0 0 0
N69 0 1.26 14312 0 8 0 0 0
N46 0 1.20 13615 0 7 0 0 0
N47 0 1.19 13538 0 6 0 0 0
N48 0 1.14 12948 0 7 0 0 0
N49 0 1.39 15807 0 8 0 0 0
N50 0 1.42 16106 0 6 0 0 0
N51 0 1.61 18240 0 8 0 0 0
N52 0 1.61 18289 0 7 0 0 0
N53 0 1.85 20957 0 7 0 0 0
N54 0 1.95 22176 0 12 1 0 0
N55 0 1.12 12741 0 8 0 0 0
N56 0 1.31 14850 2 11 1 0 0
N57 0 1.10 12499 0 5 0 0 0
N58 0 1.10 12471 0 29 1 1 0
N59 0 1.11 12590 1 7 0 0 0
N60 0 1.12 12668 0 7 0 0 0
N61 0 1.24 14100 0 6 0 0 0
N62 0 2.38 27058 0 17 1 0 0
N63 0 1.34 15252 10 48 50 1 1
N64 0 1.33 15150 1 25 40 1 0
N65 0 1.16 13227 0 6 0 0 0
N66 0 1.26 14317 0 6 0 0 0
N67 0 1.36 15446 0 9 0 0 0
N68 0 1.29 14602 0 9 0 0 0
D1 0 2.08 23632 26 9 0 0 0
N60.7 0 1.19 13556 0 12 1 0 0
Total number of iterations for all junctions.. 981606
Minimum number of possible iterations......... 704196
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 103.6561 0 25 0.0000 6.3439 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.3641 0 25 0.0000 7.6359 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.1282 0 25 0.0000 8.8718 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.4546 0 25 0.0000 9.5454 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.9910 0 25 0.0000 10.0090 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5838 0 25 0.0000 10.4162 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5975 0 25 0.0000 10.4025 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5996 0 26 0.0000 10.4004 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5999 0 26 0.0000 10.4001 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8975 0 26 0.0000 11.1025 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6378 0 25 0.0000 12.3622 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6405 0 25 0.0000 12.3595 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6413 0 25 0.0000 12.3587 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6421 0 25 0.0000 12.3579 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.9604 0 26 0.0000 15.0396 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.7270 0 26 0.0000 15.2730 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.2430 0 25 0.0000 15.7570 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.8984 0 26 0.0000 16.1016 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.3498 0 26 0.0000 16.6502 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8623 0 26 0.0000 9.1377 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.9556 0 26 0.0000 6.0444 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.9717 0 29 0.0000 4.0283 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.3134 0 31 0.0000 11.6866 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.9466 0 34 0.0000 14.0534 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8924 0 25 0.0000 12.1076 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 95.0296 0 34 0.0000 14.9704 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.9379 0 35 0.0000 15.0621 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6986 0 35 0.0000 16.3014 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.3424 0 28 0.0000 16.6576 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.3261 0 28 0.0000 16.6739 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.2639 0 28 0.0000 16.7361 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.1433 0 28 0.0000 16.8567 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.7517 0 29 0.0000 17.2483 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.7984 0 29 0.0000 18.2016 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.2211 0 36 0.0000 18.7789 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 91.1849 0 37 0.0000 18.8151 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.5502 0 39 0.0000 20.4498 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 91.1474 0 37 0.0000 18.8526 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 91.1263 0 37 0.0000 8.8737 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 91.1347 0 37 0.0000 7.8653 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.4100 91.1312 0 37 0.0000 7.8688 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.3300 91.1234 0 37 0.0000 7.8766 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 91.1225 0 37 0.0000 7.8775 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 91.1183 0 37 0.0000 7.8817 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 91.1186 0 37 0.0000 7.8814 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 91.1185 0 37 0.0000 7.8815 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0272 0 25 0.0000 9.9728 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5483 0 25 0.0000 10.4517 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2554 0 25 0.0000 10.7446 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.6189 0 26 0.0000 6.3811 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.8071 0 25 0.0000 7.1929 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2912 0 26 0.0000 7.7088 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.1176 0 37 0.0000 7.8824 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 91.1176 0 37 0.0000 7.8824 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0668 0 25 0.0000 1.9332 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.8745 0 38 0.0000 9.1255 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.8226 0 39 0.0000 9.1774 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.7913 0 39 0.0000 9.2087 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.7682 0 39 0.0000 9.2318 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.7102 0 39 0.0000 9.2898 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 91.1173 0 37 0.0000 18.8827 1.0000 0.0000 0.0000 0.0000
N60.7 100.0000 91.7000 91.2225 0 27 0.0000 8.7775 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 1.3403 0 25 1.0375 0 25 0.0563 103.6561 102.3642 .4130 .3271
L2 31.3792 2.1255 2000.000 1.3348 0 25 0.9291 0 25 0.0425 102.3641 101.1282 .3271 .3741
L3 21.1637 1.3610 2000.000 1.3247 0 25 0.5957 0 25 0.0626 101.1282 100.4546 .3741 .4973
L4 14.8201 1.0611 2000.000 2.5305 0 25 0.7007 0 25 0.1707 100.4546 99.9910 .4973 .4755
L5 14.1212 0.8828 2000.000 2.5178 0 25 0.7767 0 25 0.1783 99.9910 99.5838 .4755 .3619
L6 107.6004 6.2306 2000.000 2.5334 0 25 0.6176 0 25 0.0235 99.5837 99.5975 .3619 .6338
L7 212.9831 7.4760 2500.000 2.5527 0 25 0.2341 0 25 0.0120 99.5975 99.5996 .5070 .7198
L8 226.7844 7.2108 2500.000 2.9028 0 25 0.1399 0 25 0.0128 99.5995 99.5998 .7198 .8919
L9 5.4768 0.2939 750.0000 2.8164 0 26 0.5204 0 26 0.5142 99.5999 99.4100 .5065 .2667
L10 230.8083 6.4937 2000.000 2.8155 0 26 0.4813 0 26 0.0122 98.8975 97.6378 .0987 .4689
L11 134.5580 5.4448 2000.000 2.8343 0 25 0.2951 0 25 0.0211 97.6378 97.6405 .4689 .7702
L12 167.9513 6.1274 2500.000 2.8685 0 25 0.1942 0 25 0.0171 97.6404 97.6413 .6162 .8565
L13 106.1819 4.1030 2750.000 3.8971 0 25 0.2193 0 25 0.0367 97.6413 97.6421 .7787 .9789
L14 3.7006 0.2681 800.0000 3.8846 0 25 0.8111 0 25 1.0497 97.6421 97.5304 .6276 .5006
L15 41.4767 1.7783 1500.000 3.8818 0 26 0.6374 0 25 0.0936 94.9604 94.7270 .3336 .4647
L24 46.8109 1.7908 2000.000 3.8662 0 26 0.8054 0 26 0.0826 94.7270 94.2430 .3485 .3265
L25 97.5504 2.8628 2500.000 4.9909 0 25 0.7508 0 25 0.0512 94.2430 93.8984 .2612 .4194
L26 39.8090 1.2386 3000.000 4.8627 0 26 1.1319 0 26 0.1222 93.8984 93.3498 .3495 .2033
L27 416.5903 6.9969 3500.000 4.8574 0 26 0.9301 0 16 0.0117 93.3498 93.3261 .1742 .3789
Section 4
L28 142.9406 2.4129 2000.000 1.2335 0 26 0.7306 0 25 0.0086 120.8623 113.9556 .1811 .2278
L29 111.2914 2.2238 2000.000 2.3468 0 26 1.0637 0 26 0.0211 113.9556 105.9717 .2278 .2359
L30 121.4510 2.4983 2000.000 3.0790 0 29 0.7038 0 24 0.0254 105.9717 98.3134 .2359 .4067
L31 81.3908 1.8198 2000.000 4.2393 0 31 0.5435 0 18 0.0521 98.3134 95.9466 .4067 .5733
L32 10.6189 1.0497 1500.000 4.4190 0 34 0.9908 0 34 0.4161 95.9466 95.0296 .7644 .6398
L33 13.2107 0.8025 900.0000 0.4927 0 25 0.3919 0 25 0.0373 97.8924 97.3345 .4249 .2384
L34 27.1462 0.7567 2000.000 4.6542 0 34 0.3910 0 34 0.1714 95.0296 94.9379 .4798 .4840
L35 151.1332 2.3985 2800.000 4.6527 0 35 0.7953 0 35 0.0308 94.9379 93.6986 .3457 .2566
L36 604.2278 7.2058 3400.000 4.8559 0 35 1.4582 0 15 0.0080 93.6986 93.3424 .2113 .3037
W2637 41.0450 1.2356 2000.000 0.1232 0 26 0.2538 0 26 0.0030 93.8984 93.7020 .0892 .0410
L37 268.7941 4.1638 3600.000 4.9137 0 34 0.6249 0 44 0.0183 93.3424 93.3261 .2868 .3683
L38 20.3679 0.8611 2000.000 9.3856 0 27 0.9142 0 25 0.4608 93.3261 93.2639 .6630 .6420
L39 220.6626 2.1612 4000.000 -9.3568 0 27 -0.8551 0 26 -0.0424 93.2639 93.1433 .2710 .2908
L41 24.3580 0.8853 2000.000 9.3020 0 28 0.7060 0 28 0.3819 93.1433 92.7517 .6317 .6358
4243 57.3946 1.4914 2000.000 9.7411 0 29 0.7406 0 35 0.1697 92.7517 91.7984 .6358 .5742
4344 63.4676 1.7564 2000.000 9.9582 0 31 0.8633 0 28 0.1569 91.7984 91.2211 .5742 .6106
6869 43.1813 0.6276 2800.000 12.2532 0 39 0.5426 0 40 0.2838 89.7102 89.5502 .6679 .6679
4445 86.8567 1.9041 2500.000 9.3356 0 33 0.6326 0 26 0.1075 91.2211 91.1849 .4885 .5940
4546 96.3889 3.0307 2500.000 9.2473 0 34 1.0497 0 16 0.0959 91.1849 91.1474 .5940 .7230
4647 19.5453 0.7456 2500.000 9.1506 0 35 1.0704 0 22 0.4682 91.1474 91.1263 .7230 .7225
4754 69.8137 1.6227 2500.000 9.2154 0 36 0.8671 0 21 0.1320 91.1263 91.1185 .7225 .7754
4849 68.7768 2.2981 2000.000 1.6698 0 25 0.9958 0 25 0.0243 91.1347 91.1312 .2773 .3606
5051 53.2734 2.2916 2000.000 2.3197 0 25 1.0460 0 24 0.0435 91.1234 91.1225 .3967 .5262
5253 101.3181 4.3724 2000.000 2.2843 0 23 1.5900 0 18 0.0225 91.1183 91.1186 .5942 .7943
5354 215.9379 3.0206 2500.000 1.4657 0 18 0.4467 0 13 0.0068 91.1186 91.1185 .6354 .7434
5462 217.9611 2.6925 2500.000 10.4754 0 37 0.2740 2 40 0.0481 91.1185 91.1176 .7434 .8791
5657 69.9273 5.9238 400.0000 0.2501 0 25 0.5135 0 25 0.0036 99.5483 99.2554 .0459 .0634
5758 51.4571 6.0705 500.0000 0.2403 0 25 0.1731 0 25 0.0047 99.2554 92.6189 .0507 .3578
5859 18.9395 2.2745 1000.000 0.6496 0 26 0.8795 0 26 0.0343 92.6189 91.8071 .1789 .2071
5960 27.1929 2.5298 1000.000 0.7767 0 25 0.7958 0 26 0.0286 91.8071 91.2912 .2071 .1312
6061 54.8120 3.2856 1000.000 0.7752 0 26 0.3465 0 6 0.0141 91.2912 91.2225 .1312 .5225
6162 84.2671 4.7255 2000.000 0.8874 0 27 1.3543 0 12 0.0105 91.1176 91.1176 .3088 1.098 *
6465 90.4168 2.4565 2400.000 11.8979 0 37 0.9499 0 23 0.1316 89.8745 89.8226 .5185 .7261
6566 57.6108 1.7304 2400.000 11.8302 0 37 0.7478 0 16 0.2053 89.8226 89.7913 .7261 .8381
6667 54.3218 0.8545 2400.000 12.3002 0 38 0.2899 0 8 0.2264 89.7913 89.7682 .8381 .8993
L595 217.9611 2.6925 2500.000 10.9443 0 37 0.1915 0 1 0.0502 91.1176 91.1172 .8791 .9469
L598 1.4897 2.7588 450.0000 0.7301 0 27 1.3318 0 27 0.4901 91.2225 91.1176 1.383 1.372
5556ova 8.0165 3.7039 500.0000 0.4082 0 25 1.5326 0 25 0.0509 100.0272 99.5768 .3544 .3537
5556unda 0.2730 2.4721 375.0000 0.2257 0 25 2.0191 0 25 0.8267 100.0272 99.5483 2.952 2.875
5663ova 7.0634 3.0050 500.0000 0.3779 0 25 1.2012 0 25 0.0535 99.5483 98.1476 .2967 .2953
5663und 0.2114 1.9145 375.0000 0.2358 0 25 2.1601 0 25 1.1150 99.5483 97.3426 3.062 .9137
6364ova 109.2892 6.1392 1800.000 0.4738 0 25 0.7833 0 25 0.0043 97.0668 89.9555 .0371 .0308
6364und 0.6735 4.2350 450.0000 0.6275 0 14 3.9136 0 14 0.9316 97.0668 89.8745 2.926 2.765
6264ova 48.9163 1.4846 800.0000 4.1754 0 37 0.9294 0 37 0.0854 91.1172 91.0544 .2965 .2430
6264und 3.2349 3.4667 1090.000 3.3546 0 34 3.5196 0 33 1.0370 91.1172 89.8745 2.171 1.141
6768ova 22.4678 1.2234 600.0000 10.7727 0 39 1.2959 0 37 0.4795 89.7682 89.7102 .6137 .5504
6768und 3.2349 3.4667 1090.000 2.0479 0 26 2.1540 0 26 0.6331 89.7682 89.7102 1.658 1.715
4950ova 6.3533 1.3814 500.0000 0.1116 0 36 0.2675 0 35 0.0176 91.1312 91.1234 .1824 .2068
4950und 2.1890 1.6215 450.0000 0.8360 0 25 0.7941 0 25 0.3819 91.1312 91.1234 1.736 1.763
5152ova 3.7458 0.7018 500.0000 0.0709 0 37 0.1769 0 35 0.0189 91.1225 91.1183 .1850 .1867
5152und 6.8731 2.7770 825.0000 1.0865 0 25 0.9792 0 23 0.1581 91.1225 91.1183 1.409 1.440
FREE # 1 Undefnd Undefnd Undefn 12.2532 0 39
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
L1 0.0000 360.0000 0.0000 0.0000 0.3048 1.2922 0.7672
L2 0.0000 360.0000 0.0000 0.0000 0.3233 1.4382 0.6506
L3 0.0000 360.0000 0.0000 0.0000 0.4025 2.2262 0.5185
L4 0.0000 360.0000 0.0000 0.0000 0.4891 3.6141 0.6807
L5 0.0000 360.0000 0.0000 0.0000 0.4572 3.2452 0.6486
L6 0.0000 360.0000 0.0000 0.0000 0.4504 4.1136 0.6129
L7 0.0000 360.0000 0.0000 0.0000 0.7477 10.9245 0.3585
L8 0.0000 360.0000 0.0000 0.0000 1.0184 20.7820 0.2810
L9 0.0000 0.0000 0.0000 360.0000 0.1971 5.4130 0.1509
L10 0.0000 360.0000 0.0000 0.0000 0.3966 5.8642 0.2726
L11 0.0000 360.0000 0.0000 0.0000 0.6042 9.6041 0.3656
L12 0.0000 360.0000 0.0000 0.0000 0.8959 14.7712 0.3574
L13 0.0000 360.0000 0.0000 0.0000 0.8747 17.7739 0.5295
L14 0.0000 0.0000 0.0000 360.0000 0.2555 4.7897 0.3660
L15 0.0000 360.0000 0.0000 0.0000 0.4221 6.1036 0.3808
L24 0.0000 360.0000 0.0000 0.0000 0.3788 4.8010 0.5429
L25 0.0000 360.0000 0.0000 0.0000 0.5345 6.6582 0.6377
L26 0.0000 360.0000 0.0000 0.0000 0.5131 4.2951 0.9378
L27 0.0000 360.0000 0.0000 0.0000 0.4901 5.5560 0.8532
L28 0.0000 360.0000 0.0000 0.0000 0.2389 1.6928 0.2980
L29 0.0000 360.0000 0.0000 0.0000 0.3277 2.2328 0.4853
L30 0.0000 360.0000 0.0000 0.0000 0.3329 4.5526 0.4413
L31 0.0000 360.0000 0.0000 0.0000 0.3948 9.0794 0.4649
L32 0.0000 360.0000 0.0000 0.0000 0.4752 4.4599 1.0434
L33 0.0000 0.0000 0.0000 360.0000 0.1275 1.2571 0.1170
L34 0.0000 360.0000 0.0000 0.0000 0.5533 11.9058 0.3768
L35 0.0000 360.0000 0.0000 0.0000 0.2747 5.8505 0.6706
L36 0.0000 360.0000 0.0000 0.0000 0.2960 6.6025 0.7387
W2637 341.0389 0.0000 0.0000 18.9611 0.0786 0.4857 0.0329
L37 0.0000 360.0000 0.0000 0.0000 0.6292 9.1798 0.6600
L38 0.0000 360.0000 0.0000 0.0000 0.6386 10.4134 1.1785
L39 0.0000 134.9722 225.0278 0.0000 0.6834 11.0344 0.9538
L41 0.0000 360.0000 0.0000 0.0000 0.8050 13.1959 0.8930
4243 0.0000 360.0000 0.0000 0.0000 0.4941 13.1946 0.8933
4344 1.2083 358.7917 0.0000 0.0000 0.5148 12.2381 0.9481
6869 8.5833 351.4167 0.0000 0.0000 0.8485 22.5828 1.0147
4445 0.2083 359.7917 0.0000 0.0000 0.9119 18.5710 0.7104
4546 0.2083 359.7917 0.0000 0.0000 0.8579 15.1739 1.1071
4647 1.1250 358.8750 0.0000 0.0000 1.0019 14.7746 1.1240
4754 0.2083 359.7917 0.0000 0.0000 1.0323 25.4680 0.7255
4849 0.2083 48.7500 0.0000 311.0417 0.3744 4.1861 0.3602
5051 0.2083 70.6250 0.0000 289.1667 0.6947 7.4004 0.3397
5253 0.2083 359.7917 0.0000 0.0000 0.7672 11.2551 0.4435
5354 0.2083 356.3333 0.0000 3.4583 1.3181 44.5072 0.0835
5462 3.6250 356.3750 0.0000 0.0000 1.3492 57.2506 0.3712
5657 341.3278 18.6722 0.0000 0.0000 0.0164 0.4898 0.0111
5758 265.6667 94.3333 0.0000 0.0000 0.0854 1.3974 0.0175
5859 0.2083 359.7917 0.0000 0.0000 0.1461 0.7393 0.1695
5960 0.2083 359.7917 0.0000 0.0000 0.1136 0.9761 0.1345
6061 0.2083 64.1417 0.0000 295.6500 0.2062 3.6062 0.0721
6162 0.2083 359.7917 0.0000 0.0000 0.6096 8.4925 0.5125
6465 0.2083 359.7917 0.0000 0.0000 0.7384 13.1325 1.3564
6566 1.1250 358.8750 0.0000 0.0000 0.9910 21.2464 1.0463
6667 0.2083 359.7917 0.0000 0.0000 1.1031 48.3556 0.5305
L595 1.0417 358.9583 0.0000 0.0000 1.3822 68.9678 0.3622
L598 1.4167 358.5833 0.0000 0.0000 0.2313 0.5921 0.7841
5556ova 323.9000 24.3083 0.0000 11.7917 0.0790 0.2677 0.2700
5556unda 0.2083 58.9667 0.0000 300.8250 0.1119 0.1136 2.2062
5663ova 318.4167 0.0000 0.0000 41.5833 0.0796 0.3148 0.1777
5663und 0.2083 0.0000 0.0000 359.7917 0.1116 0.1091 1.6103
6364ova 334.0574 0.0000 0.0000 25.9426 0.0608 0.6049 0.0479
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1641 4.7865
6264ova 326.4500 0.0000 0.0000 33.5500 0.1414 4.4982 0.2003
6264und 1.3333 358.6667 0.0000 0.0000 0.3301 0.9572 6.2967
6768ova 296.3958 6.7667 0.0000 56.8375 0.2421 8.4145 0.4471
6768und 8.5000 351.5000 0.0000 0.0000 0.3315 0.9578 3.0076
4950ova 340.2000 19.8000 0.0000 0.0000 0.0625 0.4386 0.0248
4950und 1.1250 358.8750 0.0000 0.0000 0.3169 1.4799 0.2806
5152ova 339.5333 20.4667 0.0000 0.0000 0.0599 0.4119 0.0160
5152und 1.1250 358.8750 0.0000 0.0000 0.4916 2.7099 0.3609
*===========================================*
| 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 0.1045 2257.3813 0.0014 1.0000 0.3209 0.0938 0.2035 12.0588
L2 0.1047 2260.6294 0.0014 1.0000 0.2740 0.0937 0.2366 12.0588
L3 0.1048 2263.2992 0.0015 1.0000 0.1728 0.1164 0.3665 12.0588
L4 0.1975 4266.2742 0.0025 1.0000 0.1026 0.1557 0.6557 12.0588
L5 0.1979 4275.5631 0.0030 1.0000 0.0670 0.2451 1.0746 12.0588
L6 0.1980 4277.1528 0.0075 1.0000 0.0378 0.3395 2.4246 2.8270
L7 0.1980 4276.1864 0.0095 1.0000 0.0098 0.6195 7.7543 2.8139
L8 0.2225 4805.0107 0.0148 1.0000 0.0047 0.8717 16.0631 2.8137
L9 0.2226 4807.2561 0.0029 1.0000 0.2451 0.0537 1.0808 6.0294
L10 0.2227 4809.7410 0.0029 1.0000 0.0730 0.2644 3.7550 6.2371
L11 0.2222 4800.3138 0.0055 1.0000 0.0144 0.4996 6.8811 2.8185
L12 0.2212 4777.9401 0.0075 1.0000 0.0070 0.7903 11.7571 2.8163
L13 0.3041 6568.7997 0.0094 1.0000 0.0067 0.8522 14.1689 2.8189
L14 0.3036 6558.8323 0.0036 1.0000 0.2484 0.1211 1.0012 6.0294
L15 0.3041 6568.8485 0.0031 1.0000 0.1230 0.1347 1.4873 8.0635
L24 0.3044 6575.6105 0.0033 1.0000 0.2355 0.0995 0.8660 8.0392
L25 0.3986 8610.4784 0.0046 1.0000 0.1814 0.1435 1.3033 8.0598
L26 0.3979 8595.5866 0.0044 1.0000 0.2675 0.1500 0.8701 8.0392
L27 0.3986 8609.9527 0.0044 1.0000 0.1515 0.1785 1.3591 4.0196
L28 0.1218 2631.6379 0.0012 1.0000 0.3564 0.0753 0.3495 8.0392
L29 0.2271 4905.3320 0.0023 1.0000 0.2960 0.1021 0.5436 8.0392
L30 0.3868 8355.9221 0.0029 1.0000 0.2525 0.1587 1.2147 8.0392
L31 0.5455 11782.175 0.0046 1.0000 0.1579 0.1828 2.1089 8.0392
L32 0.5897 12737.720 0.0042 1.0000 0.2705 0.2132 1.1997 10.0490
L33 0.0339 731.7776 0.0006 1.0000 0.3442 0.0343 0.1688 12.0588
L34 0.6253 13505.866 0.0048 1.0000 0.0689 0.2564 4.0797 10.0490
L35 0.6266 13534.138 0.0046 1.0000 0.3138 0.1491 1.5057 10.0490
L36 0.6574 14199.287 0.0044 1.0000 0.5590 0.1244 1.2155 3.6176
W2637 0.0017 35.8662 0.0001 0.0852 0.0321 0.0026 0.0146 0.1000
L37 0.6612 14281.090 0.0050 1.0000 0.1796 0.2250 2.1729 3.6177
L38 1.0623 22945.255 0.0087 1.0000 0.1681 0.2566 2.4494 3.6177
L39 -1.0633 -22968.12 0.0086 1.0000 0.0000 0.2472 2.8433 8.0392
L41 1.0688 23085.953 0.0087 1.0000 0.1592 0.2737 3.3886 8.0392
4243 1.1334 24480.960 0.0088 0.9993 0.2315 0.2086 2.8894 5.0005
4344 1.1407 24639.077 0.0089 0.9971 0.2602 0.2049 2.9253 0.0747
6869 1.7632 38085.572 0.0101 0.9817 0.1235 0.3950 6.2127 0.1473
4445 1.1695 25260.470 0.0090 0.9994 0.1323 0.3075 5.1602 4.5508
4546 1.1934 25777.437 0.0087 0.9994 0.3058 0.2984 3.6447 3.2506
4647 1.1945 25800.180 0.0090 0.9974 0.1354 0.3766 4.0576 0.0508
4754 1.2142 26227.562 0.0094 0.9994 0.2473 0.3433 6.3655 3.2506
4849 0.1389 3000.5895 0.0019 0.9994 0.5088 0.0922 0.7852 3.2506
5051 0.1868 4035.7872 0.0028 0.9994 0.7286 0.1720 1.6342 3.2506
5253 0.2018 4358.0193 0.0035 0.9994 0.5265 0.2182 2.5562 1.9504
5354 0.2037 4399.8223 0.0066 0.9993 0.0604 0.3768 11.6367 3.1253
5462 1.4204 30680.674 0.0208 0.9921 0.1920 0.4491 15.9910 0.0809
5657 0.0043 92.3852 0.0002 0.0838 0.0900 0.0007 0.0197 0.0200
5758 0.0043 92.8078 0.0001 0.4255 0.0166 0.0137 0.2162 0.0350
5859 0.0418 901.8273 0.0007 0.9994 0.3955 0.0304 0.1258 3.9007
5960 0.0522 1127.7941 0.0008 0.9994 0.3772 0.0236 0.1552 3.2506
6061 0.0524 1131.8720 0.0008 0.9993 0.6792 0.0406 0.5735 3.1253
6162 0.0708 1530.0286 0.0013 0.9994 0.1595 0.1883 2.2984 3.2507
6465 1.6518 35678.223 0.0116 0.9994 0.3080 0.3021 4.0064 3.2506
6566 1.6529 35703.075 0.0116 0.9972 0.1643 0.4184 7.0299 0.0601
6667 1.7573 37957.547 0.0130 0.9994 0.0468 0.5251 17.2232 5.2010
L595 1.4905 32194.049 0.0505 0.9974 0.0983 0.5198 20.3599 0.0818
L598 0.0527 1137.8883 0.0008 0.9968 0.2878 0.0682 0.1667 0.3542
5556ova 0.0161 346.7708 0.0004 0.1662 0.1640 0.0096 0.0213 0.0201
5556unda 0.0331 715.0908 0.0003 0.9994 1.3557 0.0393 0.0312 0.9102
5663ova 0.0235 507.7266 0.0003 0.1955 0.1770 0.0108 0.0372 0.0201
5663und 0.0390 843.4617 0.0003 0.9994 1.2059 0.0450 0.0337 0.9102
6364ova 0.0159 343.2143 0.0004 0.1162 0.1378 0.0043 0.0424 0.0500
6364und 0.0817 1764.1218 0.0014 0.9994 1.1586 0.0682 0.0694 0.9102
6264ova 0.1856 4009.7638 0.0029 0.1774 0.1121 0.0162 0.4455 0.0200
6264und 1.3050 28187.278 0.0033 0.9968 0.6445 0.1869 0.4388 0.0141
6768ova 0.8549 18465.508 0.0081 0.3187 0.2224 0.0489 1.4658 0.0200
6768und 0.9069 19588.891 0.0036 0.9818 0.5276 0.1862 0.4776 0.0140
4950ova 0.0029 63.0221 0.0001 0.1048 0.0257 0.0045 0.0261 0.0216
4950und 0.1362 2942.9305 0.0011 0.9973 1.0531 0.0771 0.4106 0.0120
5152ova 0.0018 39.7626 0.0001 0.1083 0.0172 0.0043 0.0244 0.0214
5152und 0.1853 4001.8022 0.0020 0.9973 0.7065 0.1230 0.7477 0.0120
FREE # 1 1.7634 38089.825
*===============================================================*
| 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 1.3325 0.0000 1.2394 0.6023 0.7668 103.6545 102.3619 Max Flow
L2 1.3213 0.0000 0.9634 0.5261 0.6512 102.3617 101.1236 Max Flow
L3 1.3015 0.0000 0.4235 0.5222 0.7425 101.1233 100.4516 Max Flow
L4 2.5050 0.0000 0.4599 0.6094 0.9862 100.4512 99.9838 Max Flow
L5 2.4658 0.0000 0.3813 0.5262 0.9894 99.9834 99.5767 Max Flow
L6 2.4637 0.0000 0.0161 0.6060 0.5164 99.5767 99.5935 Max Flow
L7 2.4288 0.0000 0.0010 0.5553 0.4642 99.5934 99.5954 Max Flow
L8 2.7820 0.0000 0.0002 0.5623 0.4823 99.5953 99.5959 Max Flow
L9 2.7300 0.0000 0.1683 0.1977 0.5624 99.5958 99.4077 Max Flow
L10 2.7233 0.0000 0.0490 0.2304 0.1910 98.8937 97.6356 Max Flow
L11 2.6993 0.0000 0.0037 0.5172 0.4746 97.6355 97.6381 Max Flow
L12 2.6436 0.0000 0.0008 0.5913 0.5271 97.6379 97.6386 Max Flow
L13 3.8226 0.0000 0.0015 0.8333 0.7690 97.6385 97.6393 Max Flow
L14 3.7641 0.0000 0.0861 0.3999 0.6556 97.6391 97.5299 Max Flow
L15 3.7323 0.0000 0.2198 0.3032 0.4901 94.9505 94.7116 Max Flow
L24 3.6571 0.0000 0.4660 0.4698 0.6713 94.7113 94.2359 Max Flow
L25 4.8607 0.0000 0.2400 0.4914 0.6438 94.2355 93.8819 Max Flow
L26 4.6528 0.0000 0.4654 0.6029 1.1700 93.8814 93.3350 Max Flow
L27 4.6057 0.0000 0.0869 0.6257 0.5922 93.3346 93.2641 Max Flow
L28 1.1815 0.0000 4.8573 0.2604 0.3530 120.8546 113.9436 Max Flow
L29 2.2050 0.0000 7.1358 0.3261 0.4401 113.9413 105.9712 Max Flow
L30 3.0732 0.0000 2.9896 0.3517 0.4707 105.9712 98.3105 Max Flow
L31 4.2006 0.0000 0.7789 0.5294 0.8108 98.3106 95.9230 Max Flow
L32 4.4185 0.0000 0.8720 0.7662 1.1009 95.9465 95.0296 Max Flow
L33 0.4904 0.0000 0.5387 0.2141 0.3443 97.8919 97.3341 Max Flow
L34 4.6538 0.0000 0.0920 0.4222 0.9467 95.0296 94.9379 Max Flow
L35 4.6524 0.0000 1.1898 0.7404 0.8748 94.9379 93.6986 Max Flow
L36 4.8556 0.0000 0.1351 0.7183 0.7147 93.6986 93.2864 Max Flow
W2637 0.0932 0.0000 0.1880 0.0670 0.1343 93.8814 93.6870 Max Flow
L37 4.9134 0.0000 0.0370 0.6202 0.7391 93.2863 93.2637 Max Flow
L38 8.9707 0.0000 0.0558 0.9070 1.5535 93.3117 93.2518 Max Flow
L39 -0.0202 0.0000 -0.0105 0.0061 0.0196 92.1861 92.1967 Max Flow
L41 9.1259 0.0000 0.3861 0.7019 1.2514 93.1343 92.7504 Max Flow
4243 9.7166 0.0000 0.9336 0.8269 1.2351 92.7503 91.7977 Max Flow
4344 9.8405 0.0000 0.7151 0.8076 1.1264 91.7976 91.0645 Max Flow
6869 12.2520 0.0000 0.1601 0.8774 1.8701 89.7102 89.5501 Max Flow
4445 9.2087 0.0000 0.0460 0.5764 0.8697 91.2151 91.1759 Max Flow
4546 9.2329 0.0000 0.0531 0.9507 1.1736 91.1761 91.1357 Max Flow
4647 9.1391 0.0000 0.0224 0.8356 1.8398 91.1359 91.1130 Max Flow
4754 9.1429 0.0000 0.0099 0.7503 1.0940 91.1132 91.1047 Max Flow
4849 1.6531 0.0000 0.2377 0.3103 0.3941 90.9905 90.7203 Max Flow
5051 2.2995 0.0000 0.2212 0.2365 0.3275 90.6581 90.4333 Max Flow
5253 2.2098 0.0000 0.0223 0.3349 0.3228 90.3835 90.3896 Max Flow
5354 1.3639 0.0000 0.0004 0.1033 0.1626 90.3896 90.3895 Max Flow
5462 10.1997 0.0000 0.0019 0.3274 0.4598 91.1138 91.1127 Max Flow
5657 0.2425 0.0000 0.1552 0.0230 0.0176 99.5481 99.2545 Max Flow
5758 0.2226 0.0000 0.0475 0.0322 0.0235 99.2544 92.6115 Max Flow
5859 0.5986 0.0000 0.6213 0.1519 0.1706 92.6112 91.8031 Max Flow
5960 0.7326 0.0000 0.4907 0.1478 0.1719 91.8029 91.2872 Max Flow
6061 0.7163 0.0000 0.0167 0.1188 0.1263 91.2872 91.1350 Max Flow
6162 0.8196 0.0000 0.0122 0.4940 0.5249 91.0262 90.3883 Max Flow
6465 11.6197 0.0000 0.0944 1.0135 1.1112 89.8720 89.8218 Max Flow
6566 11.6489 0.0000 0.0384 1.0689 1.3303 89.8217 89.7910 Max Flow
6667 12.2220 0.0000 0.0240 0.8619 1.4332 89.7910 89.7681 Max Flow
L595 10.6963 0.0000 0.0007 0.3359 0.4754 91.1126 91.1123 Max Flow
L598 0.6521 0.1105 0.0181 0.3111 0.2037 91.1655 91.0433 Max Flow
5556ova 0.4024 0.0000 0.4474 0.2159 0.1758 100.0264 99.5757 Max Flow
5556unda 0.2255 0.1783 0.2996 0.3377 0.2599 100.0264 99.5481 Max Flow
5663ova 0.3756 0.0000 1.3958 0.1663 0.1473 99.5481 98.1473 Max Flow
5663und 0.2357 0.6035 1.6044 0.3426 0.3750 99.5481 97.3426 Max Flow
6364ova 0.4626 0.0000 7.0491 0.0562 0.0542 97.0663 89.9541 Max Flow
6364und 0.6274 1.5710 6.0771 1.2729 0.3440 97.0229 89.3730 Max Flow
6264ova 3.9925 0.0000 0.0470 0.1903 0.2593 91.1123 91.0503 Max Flow
6264und 3.3527 1.1346 0.1228 0.9918 0.9358 91.1030 89.8453 Max Flow
6768ova 10.7627 0.0000 0.0434 0.3193 0.4218 89.7680 89.7102 Max Flow
6768und 1.9971 0.3716 0.0437 0.7978 0.6196 89.4882 89.0724 Max Flow
4950ova 0.0972 0.0000 0.0110 0.0489 0.0741 91.1219 91.1113 Max Flow
4950und 0.8247 0.0500 0.0029 0.1975 0.1873 90.7164 90.6582 Max Flow
5152ova 0.0596 0.0000 0.0038 0.0373 0.0823 91.1173 91.1137 Max Flow
5152und 1.0776 0.0461 0.0021 0.2359 0.1943 90.4333 90.3839 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 145.0000 215.0000 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 245.0000 0.0000 115.0000 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 250.0000 0.0000 110.0000 0.0000 0.0000 0.0000 0.0000 None
L14 145.0000 215.0000 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 200.0000 160.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 10.0000 350.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 295.0000 10.0000 0.0000 0.0000 0.0000 55.0000 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 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 45.0000 315.0000 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 195.0000 165.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 0.0000 280.0000 40.0000 0.0000 0.0000 0.0000 40.0000 0.0000 None
W2637 5.0000 15.0000 340.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L37 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L38 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L39 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L41 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4243 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4344 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6869 0.0000 355.0000 5.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4445 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4546 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4647 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4754 155.0000 205.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 15.0000 345.0000 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 305.0000 15.0000 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 55.0000 305.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6061 15.0000 345.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 10.0000 310.0000 10.0000 0.0000 30.0000 0.0000 0.0000 0.0000 None
6465 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L598 0.0000 0.0000 270.0000 65.0000 0.0000 15.0000 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 315.0000 0.0000 0.0000 40.0000 5.0000 0.0000 None
5663ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5663und 0.0000 0.0000 320.0000 0.0000 0.0000 0.0000 40.0000 0.0000 None
6364ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6364und 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264ova 5.0000 25.0000 330.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 0.0000 130.0000 0.0000 10.0000 220.0000 0.0000 None
6768ova 10.0000 50.0000 300.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 45.0000 105.0000 0.0000 60.0000 150.0000 0.0000 None
4950ova 0.0000 20.0000 340.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950und 0.0000 305.0000 0.0000 15.0000 15.0000 25.0000 0.0000 0.0000 None
5152ova 0.0000 20.0000 340.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5152und 0.0000 0.0000 215.0000 95.0000 0.0000 40.0000 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 1.2083 1.2083 0.0000
L2 356.5833 356.5833 0.0000 0.0000
L3 358.6667 358.6667 0.0000 0.0000
L4 297.9417 297.9750 0.0000 0.0000
L5 0.0167 322.5167 0.0000 0.0000
L6 0.0000 350.5208 0.0000 0.0000
L7 0.0000 341.1667 0.0000 0.0000
L8 0.0000 346.8750 0.0000 0.0000
L9 0.0000 0.0000 0.0000 0.0000
L10 360.0000 360.0000 0.0000 0.0000
L11 0.0000 358.5833 0.0000 0.0000
L12 0.0000 347.7917 0.0000 0.0000
L13 0.0000 360.0000 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.7917 358.9583 0.0000 0.0000
L24 12.8833 14.0185 0.0000 0.0000
L25 356.9167 356.9167 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 334.0583 359.9583 0.0000 0.0000
L28 164.2500 165.4167 0.0000 0.0000
L29 333.5833 333.5833 0.0000 0.0000
L30 358.8333 358.8333 0.0000 0.0000
L31 358.7500 358.7500 0.0000 0.0000
L32 27.4167 27.4167 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.1250 351.7917 0.0000 0.0000
L35 6.5000 6.5000 0.0000 0.0000
L36 77.9722 78.0278 0.0000 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 295.3681 359.0000 0.0000 0.0000
L38 0.0417 6.1250 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 12.0333 52.3194 0.0000 0.0000
4243 27.0833 27.0833 0.0833 0.0000
4344 35.7583 35.7583 0.0417 0.0000
6869 4.2500 20.1139 0.0000 0.0000
4445 279.6111 356.6667 0.0000 0.0000
4546 10.0625 61.9792 2.0000 0.0000
4647 0.0000 40.2583 0.0000 0.0000
4754 5.6875 71.6875 0.0000 0.0000
4849 5.3708 45.7708 0.0000 0.0000
5051 6.1250 56.9375 1.2083 0.0000
5253 12.3750 71.6319 14.5972 0.0000
5354 276.1875 350.1667 0.7917 0.0000
5462 272.9861 356.3750 0.0000 0.0000
5657 337.9792 338.0208 11.8389 0.0000
5758 342.8889 342.8889 0.0000 0.0000
5859 358.5000 358.5000 1.0000 0.0000
5960 265.5833 265.5833 0.0000 0.0000
6061 62.7667 62.7667 0.0000 0.0000
6162 312.4333 347.5278 6.8750 0.0000
6465 209.1583 276.2500 0.2917 0.0000
6566 11.2861 358.6667 0.0833 0.0000
6667 0.1250 350.5000 0.0000 0.0000
L595 204.8750 358.0833 0.0000 0.0000
L598 266.6389 325.4000 0.0000 0.0000
5556ova 334.9111 335.3722 24.1167 0.0000
5556unda 1.1333 18.3583 311.4333 0.0000
5663ova 0.2333 0.2333 0.0000 0.0000
5663und 0.0000 0.0000 311.2583 0.0000
6364ova 0.0000 0.0000 345.7037 0.0000
6364und 286.1944 286.2222 11.1389 0.0000
6264ova 0.0000 0.0000 296.4667 0.0000
6264und 2.3333 275.4583 0.0000 0.0000
6768ova 0.0000 0.0000 270.6042 0.0000
6768und 0.0000 257.1250 0.8333 0.0000
4950ova 309.0667 327.9167 0.0000 0.0000
4950und 1.4583 304.1139 0.0833 0.0000
5152ova 307.9167 324.6667 0.0000 0.0000
5152und 105.6250 306.4333 0.1667 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
L1 0.3883 1.1115 0.3737 0.0325 1.2935 0.0144 0.0836 1.1638 0.0385 0.8779 12.2196 0.4043 0.7555
L2 0.0000 0.9309 0.0000 0.0000 1.3348 0.0000 0.0000 1.4339 0.0000 0.0000 15.7730 0.0000 0.6983
L3 0.0000 0.5957 0.0000 0.0000 1.3247 0.0000 0.0000 2.2239 0.0000 0.0000 35.5819 0.0000 0.8682
L4 0.2421 0.7272 0.2622 0.0144 2.4784 0.0377 0.0595 3.4082 0.1436 0.9527 54.5312 2.2977 0.9747
L5 0.0000 0.7770 0.0000 0.0000 2.5178 0.0000 0.0000 3.2403 0.0000 0.0000 32.4035 0.0000 0.8535
L6 0.1549 0.7341 0.2283 0.0855 2.3750 0.0728 0.5521 3.2354 0.3190 5.6309 33.0008 3.2534 1.0090
L7 0.0269 0.2430 0.0556 0.0043 2.5292 0.0193 0.1612 10.4084 0.3465 1.6924 109.2878 3.6387 1.5277
L8 0.0108 0.1407 0.0218 0.0009 2.9000 0.0019 0.0845 20.6091 0.0884 0.8452 206.0913 0.8837 2.0001
L9 0.3915 0.6545 0.6266 1.0769 1.6677 0.0718 2.7504 2.5479 0.1146 27.5042 25.4790 1.1460 0.3005
L10 0.2621 0.5664 0.2650 0.1756 2.3776 0.2623 0.6699 4.1980 0.9899 6.6990 41.9798 9.8986 0.5831
L11 0.0534 0.3408 0.1070 0.0419 2.6963 0.0960 0.7851 7.9124 0.8972 12.9538 130.5547 14.8044 1.2440
L12 0.0266 0.2074 0.0540 0.0164 2.8231 0.0290 0.6163 13.6099 0.5360 10.1687 224.5631 8.8435 1.8337
L13 0.0295 0.2498 0.0603 0.0400 3.7805 0.0766 1.3573 15.1344 1.2717 23.7526 264.8521 22.2555 2.4330
L14 0.0000 0.4561 0.8444 0.0000 0.1874 3.6971 0.0000 0.4110 4.3785 0.0000 4.1100 43.7845 0.4179
L15 0.3657 0.8147 0.3347 0.4670 3.0553 0.3596 1.2771 3.7503 1.0742 16.6025 48.7536 13.9646 0.5920
L24 0.1491 0.8103 0.0000 0.0046 3.8616 0.0000 0.0310 4.7658 0.0000 0.6206 95.3160 0.0000 0.6768
L25 0.3651 0.8525 0.3196 0.2067 4.5421 0.2421 0.5661 5.3282 0.7575 9.0581 85.2510 12.1207 0.8395
L26 0.0000 1.1341 0.0000 0.0000 4.8627 0.0000 0.0000 4.2876 0.0000 0.0000 64.3141 0.0000 0.8686
L27 0.0000 0.9535 0.1359 0.0000 4.7858 0.0716 0.0000 5.0192 0.5270 0.0000 72.7780 7.6418 0.9953
L28 0.0000 0.7386 0.0000 0.0000 1.2335 0.0000 0.0000 1.6699 0.0000 0.0000 223.7682 0.0000 0.4110
L29 0.0000 1.0533 0.0000 0.0000 2.3468 0.0000 0.0000 2.2280 0.0000 0.0000 352.0225 0.0000 0.4602
L30 0.0000 0.6847 0.0000 0.0000 3.0790 0.0000 0.0000 4.4968 0.0000 0.0000 674.5253 0.0000 0.6824
L31 0.0000 0.4686 0.0000 0.0000 4.2393 0.0000 0.0000 9.0471 0.0000 0.0000 805.1932 0.0000 0.9850
L32 0.3425 1.0388 0.3483 0.0723 4.3150 0.0317 0.2110 4.1540 0.0911 4.4313 87.2337 1.9136 1.0700
L33 0.1571 0.4421 0.1569 0.0256 0.4587 0.0084 0.1628 1.0377 0.0533 1.6285 10.3770 0.5331 0.3275
L34 0.1112 0.4061 0.2950 0.0239 4.3181 0.3122 0.2149 10.6319 1.0586 3.7602 186.0587 18.5248 0.9634
L35 0.1111 0.8004 0.3232 0.0003 4.6394 0.0131 0.0023 5.7965 0.0405 0.0489 124.6255 0.8712 0.8596
L36 0.1855 0.7507 0.0807 0.0249 4.8294 0.0017 0.1340 6.4332 0.0211 2.4121 115.7975 0.3807 0.8661
W2637 0.2176 0.2770 0.1230 0.0141 0.1061 0.0030 0.0648 0.3831 0.0244 0.6482 3.8307 0.2438 0.1382
L37 0.0924 0.5810 0.0459 0.0695 4.8402 0.0040 0.7522 8.3301 0.0878 17.6770 195.7581 2.0644 1.1709
L38 0.1858 1.1008 0.1164 0.3730 8.9851 0.0276 2.0077 8.1626 0.2369 28.1082 114.2763 3.3173 1.3071
L39 0.0000 0.8664 0.2801 0.0000 9.2672 0.0896 0.0000 10.6968 0.3198 0.0000 106.9677 3.1979 1.1463
L41 0.3072 0.7635 0.2990 0.2762 8.7928 0.2330 0.8991 11.5157 0.7794 49.0013 627.6084 42.4796 1.2662
4243 0.3037 1.1907 0.3778 1.4396 7.4862 0.8154 4.7405 6.2869 2.1583 284.4312 377.2165 129.5008 1.2172
4344 0.5116 1.2885 0.3211 2.9717 6.5593 0.4272 5.8089 5.0907 1.3304 290.4434 254.5339 66.5201 1.1427
6869 0.1703 0.5530 0.4512 0.0068 11.4049 0.8416 0.0398 20.6237 1.8651 0.7953 412.4730 37.3026 1.8702
4445 0.0000 0.5029 0.0000 0.0000 9.3356 0.0000 0.0000 18.5637 0.0000 0.0000 612.6018 0.0000 1.3422
4546 0.4593 0.9605 0.2814 4.4563 4.6012 0.1898 9.7029 4.7906 0.6746 242.5726 119.7652 16.8652 1.6337
4647 0.1997 0.7051 0.2090 0.1866 8.6297 0.3343 0.9341 12.2389 1.5994 18.6821 244.7781 31.9889 1.8069
4754 0.2676 0.4446 0.2682 1.5035 6.0262 1.6856 5.6180 13.5535 6.2851 174.1583 420.1578 194.8384 1.8665
4849 0.1427 0.4210 0.1422 0.0253 1.6231 0.0215 0.1770 3.8552 0.1510 2.1243 46.2625 1.8124 0.6329
5051 0.2141 0.3265 0.0000 0.1815 2.1382 0.0000 0.8477 6.5481 0.0000 16.1066 124.4137 0.0000 0.9143
5253 0.0745 0.2714 0.0797 0.1559 1.9827 0.1457 2.0926 7.3059 1.8285 41.8512 146.1186 36.5704 1.3995
5354 0.0201 0.0363 0.0259 0.1227 1.2186 0.1244 6.0945 33.6107 4.7978 176.7409 974.7100 139.1362 1.7122
5462 0.1022 0.2107 0.0533 0.7639 9.4495 0.2621 7.4729 44.8562 4.9171 89.6747 538.2749 59.0048 2.0153
5657 0.0899 0.5106 0.1348 0.0000 0.2501 0.0000 0.0000 0.4898 0.0000 0.0001 2.9385 0.0003 0.0214
5758 0.1035 0.1737 0.1114 0.0016 0.2365 0.0022 0.0159 1.3617 0.0196 0.7929 68.0834 0.9801 0.0958
5859 0.0000 0.8804 0.0000 0.0000 0.6496 0.0000 0.0000 0.7379 0.0000 0.0000 13.2817 0.0000 0.1918
5960 0.3005 0.8074 0.2674 0.0041 0.7709 0.0017 0.0135 0.9548 0.0063 0.2297 16.2315 0.1074 0.1735
6061 0.1184 0.2237 0.0811 0.0123 0.7516 0.0113 0.1039 3.3590 0.1394 1.1429 36.9485 1.5334 0.3333
6162 0.0660 0.1781 0.0358 0.2965 0.5604 0.0305 4.4938 3.1470 0.8516 134.8140 94.4113 25.5465 1.3782
6465 0.4153 0.9525 0.5176 0.1220 11.2432 0.5327 0.2938 11.8034 1.0291 9.4004 377.7099 32.9321 1.4784
6566 0.0000 0.5875 0.5070 0.0000 7.7358 4.0944 0.0000 13.1677 8.0755 0.0000 460.8702 282.6421 1.8647
6667 0.2166 0.3669 0.1529 5.1559 5.8225 1.3218 23.8063 15.8714 8.6455 1190.3165 793.5701 432.2735 2.0790
L595 0.1032 0.1893 0.0335 1.0644 9.6180 0.2620 10.3131 50.8048 7.8217 61.8787 304.8289 46.9304 2.2751
5556ova 0.1798 1.5536 0.0000 0.0009 0.4073 0.0000 0.0047 0.2622 0.0000 0.0758 4.1949 0.0000 0.1770
5663ova 0.0000 1.2018 0.0454 0.0000 0.3779 0.0000 0.0000 0.3145 0.0000 0.0000 26.1027 0.0009 0.1480
6364ova 0.0669 0.7835 0.0669 0.0000 0.4738 0.0000 0.0001 0.6046 0.0001 0.0105 66.5114 0.0105 0.0617
6264ova 0.7512 1.1337 0.6908 1.3834 2.4588 0.3332 1.8417 2.1688 0.4823 18.4166 21.6877 4.8233 0.2185
6768ova 1.0990 1.5546 1.0367 2.3520 5.7606 2.6602 2.1401 3.7056 2.5659 21.4012 37.0556 25.6593 0.3513
4950ova 0.2335 0.3708 0.0934 0.0284 0.0718 0.0114 0.1218 0.1936 0.1218 0.7309 1.1616 0.7309 0.0968
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 0.0928
*========================================================*
| 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 0.1089 4.3372 0.04824 4.4943 9.0472 12.939 0.1089 4.3372 0.04824 4.4943 9.0472 12.939 0.0000 0.0000 0.0000 None
L2 0.0000 4.5680 0.0000 4.5680 2.3872 6.4943 0.0000 4.5680 0.0000 4.5680 2.3872 6.4943 0.0000 0.0000 0.0000 None
L3 0.0000 8.1939 0.0000 8.1939 5.1426 10.265 0.0000 8.1939 0.0000 8.1939 5.1426 10.265 0.0000 0.0000 0.0000 None
L4 0.09336 16.050 0.2439 16.387 4.7501 11.785 0.09336 16.050 0.2439 16.387 4.7501 11.785 0.0000 0.0000 0.0000 None
L5 0.0000 12.877 0.0000 12.877 6.8325 13.584 0.0000 12.877 0.0000 12.877 6.8325 13.584 0.0000 0.0000 0.0000 None
L6 2.6135 72.579 2.2257 77.418 6.9262 15.487 2.6135 72.579 2.2257 77.418 6.9262 15.487 0.0000 0.0000 0.0000 None
L7 0.4805 280.70 2.1374 283.32 4.9728 18.993 0.4805 280.70 2.1374 283.32 4.9728 18.993 0.0000 0.0000 0.0000 None
L8 0.1983 627.28 0.4158 627.90 6.1958 26.036 0.1983 627.28 0.4158 627.90 6.1958 26.036 0.0000 0.0000 0.0000 None
L9 8.5880 13.300 0.5727 22.461 3.5468 30.580 8.5880 13.300 0.5727 22.461 3.5468 30.580 0.0000 0.0000 0.0000 None
L10 2.8847 39.065 4.3101 46.259 10.202 23.095 2.8847 39.065 4.3101 46.259 10.202 23.095 0.0000 0.0000 0.0000 None
L11 3.2204 207.20 7.3793 217.80 6.4598 21.660 3.2204 207.20 7.3793 217.80 6.4598 21.660 0.0000 0.0000 0.0000 None
L12 2.4821 427.89 4.3897 434.76 6.6464 22.472 2.4821 427.89 4.3897 434.76 6.6464 22.472 0.0000 0.0000 0.0000 None
L13 5.7365 542.32 10.993 559.05 2.9913 22.439 5.7365 542.32 10.993 559.05 2.9913 22.439 0.0000 0.0000 0.0000 None
L14 0.0000 1.8564 36.615 38.471 4.5269 25.344 0.0000 1.8564 36.615 38.471 4.5269 25.344 0.0000 0.0000 0.0000 None
L15 3.9726 25.991 3.0587 33.023 2.5425 16.807 3.9726 25.991 3.0587 33.023 2.5425 16.807 0.0000 0.0000 0.0000 None
L24 0.03066 25.591 0.0000 25.621 5.0689 17.288 0.03066 25.591 0.0000 25.621 5.0689 17.288 0.0000 0.0000 0.0000 None
L25 1.8636 40.954 2.1829 45.000 3.3020 15.212 1.8636 40.954 2.1829 45.000 3.3020 15.212 0.0000 0.0000 0.0000 None
L26 0.0000 27.910 0.0000 27.910 5.8166 13.708 0.0000 27.910 0.0000 27.910 5.8166 13.708 0.0000 0.0000 0.0000 None
L27 0.0000 75.164 1.1250 76.289 11.300 21.686 0.0000 75.164 1.1250 76.289 11.300 21.686 0.0000 0.0000 0.0000 None
L28 0.0000 6.5860 0.0000 6.5860 26.807 33.469 0.0000 6.5860 0.0000 6.5860 26.807 33.469 0.0000 0.0000 0.0000 None
L29 0.0000 10.594 0.0000 10.594 23.659 30.341 0.0000 10.594 0.0000 10.594 23.659 30.341 0.0000 0.0000 0.0000 None
L30 0.0000 21.144 0.0000 21.144 24.352 38.120 0.0000 21.144 0.0000 21.144 24.352 38.120 0.0000 0.0000 0.0000 None
L31 0.0000 42.464 0.0000 42.464 20.275 48.274 0.0000 42.464 0.0000 42.464 20.275 48.274 0.0000 0.0000 0.0000 None
L32 0.4158 24.821 0.1826 25.419 7.5963 16.175 0.4158 24.821 0.1826 25.419 7.5963 16.175 0.0000 0.0000 0.0000 None
L33 0.1348 2.4173 0.04407 2.5962 8.0795 18.018 0.1348 2.4173 0.04407 2.5962 8.0795 18.018 0.0000 0.0000 0.0000 None
L34 0.3508 63.385 4.5832 68.319 1.6784 23.024 0.3508 63.385 4.5832 68.319 1.6784 23.024 0.0000 0.0000 0.0000 None
L35 .001085 19.895 0.05616 19.952 8.8463 29.942 .001085 19.895 0.05616 19.952 8.8463 29.942 0.0000 0.0000 0.0000 None
L36 0.3208 62.326 0.02201 62.669 4.9679 28.340 0.3208 62.326 0.02201 62.669 4.9679 28.340 0.0000 0.0000 0.0000 None
W2637 0.1084 0.8154 0.02303 0.9468 8.3621 14.037 0.1084 0.8154 0.02303 0.9468 8.3621 14.037 0.0000 0.0000 0.0000 None
L37 2.2079 153.73 0.1280 156.07 4.6963 18.933 2.2079 153.73 0.1280 156.07 4.6963 18.933 0.0000 0.0000 0.0000 None
L38 6.8222 164.35 0.5047 171.68 20.025 36.057 6.8222 164.35 0.5047 171.68 20.025 36.057 0.0000 0.0000 0.0000 None
L39 0.0000 86.947 0.8405 87.788 21.025 36.671 0.0000 86.947 0.8405 87.788 21.025 36.671 0.0000 0.0000 0.0000 None
L41 3.4345 109.35 2.8978 115.68 20.377 36.097 3.4345 109.35 2.8978 115.68 20.377 36.097 0.0000 0.0000 0.0000 None
4243 14.621 76.035 8.2819 98.938 14.466 40.879 14.621 76.035 8.2819 98.938 14.466 40.879 0.0000 0.0000 0.0000 None
4344 31.433 69.381 4.5185 105.33 15.435 38.983 31.433 69.381 4.5185 105.33 15.435 38.983 0.0000 0.0000 0.0000 None
6869 0.08515 143.41 10.582 154.07 21.667 54.141 0.08515 143.41 10.582 154.07 21.667 54.141 0.0000 0.0000 0.0000 None
4445 0.0000 249.93 0.0000 249.93 11.222 31.125 0.0000 249.93 0.0000 249.93 11.222 31.125 0.0000 0.0000 0.0000 None
4546 105.73 109.17 4.5039 219.41 8.5848 25.561 105.73 109.17 4.5039 219.41 8.5848 25.561 0.0000 0.0000 0.0000 None
4647 6.5283 301.99 11.699 320.22 9.1625 23.051 6.5283 301.99 11.699 320.22 9.1625 23.051 0.0000 0.0000 0.0000 None
4754 91.835 368.08 102.96 562.87 14.026 38.344 91.835 368.08 102.96 562.87 14.026 38.344 0.0000 0.0000 0.0000 None
4849 0.7170 46.079 0.6097 47.406 20.243 31.244 0.7170 46.079 0.6097 47.406 20.243 31.244 0.0000 0.0000 0.0000 None
5051 9.3575 110.23 0.0000 119.59 13.446 23.594 9.3575 110.23 0.0000 119.59 13.446 23.594 0.0000 0.0000 0.0000 None
5253 22.904 291.27 21.407 335.58 7.8278 20.957 22.904 291.27 21.407 335.58 7.8278 20.957 0.0000 0.0000 0.0000 None
5354 95.332 946.97 96.693 1139.0 1.5275 34.412 95.332 946.97 96.693 1139.0 1.5275 34.412 0.0000 0.0000 0.0000 None
5462 70.944 877.62 24.343 972.91 0.08052 41.317 70.944 877.62 24.343 972.91 0.08052 41.317 0.0000 0.0000 0.0000 None
5657 .81E-05 1.5829 .000042 1.5829 0.09751 29.905 .81E-05 1.5829 .000042 1.5829 0.09751 29.905 0.0000 0.0000 0.0000 None
5758 0.05455 7.8582 0.07255 7.9853 4.6303 20.409 0.05455 7.8582 0.07255 7.9853 4.6303 20.409 0.0000 0.0000 0.0000 None
5859 0.0000 3.4183 0.0000 3.4183 7.3973 12.399 0.0000 3.4183 0.0000 3.4183 7.3973 12.399 0.0000 0.0000 0.0000 None
5960 0.02457 4.6664 0.01022 4.7012 7.7324 16.199 0.02457 4.6664 0.01022 4.7012 7.7324 16.199 0.0000 0.0000 0.0000 None
6061 0.4729 28.882 0.4347 29.790 13.670 28.761 0.4729 28.882 0.4347 29.790 13.670 28.761 0.0000 0.0000 0.0000 None
6162 30.007 56.713 3.0855 89.806 0.06818 15.023 30.007 56.713 3.0855 89.806 0.06818 15.023 0.0000 0.0000 0.0000 None
6465 2.3531 216.85 10.274 229.48 28.201 45.226 2.3531 216.85 10.274 229.48 28.201 45.226 0.0000 0.0000 0.0000 None
6566 0.0000 231.96 122.77 354.73 5.0898 25.079 0.0000 231.96 122.77 354.73 5.0898 25.079 0.0000 0.0000 0.0000 None
6667 254.42 287.31 65.222 606.95 2.8397 46.257 254.42 287.31 65.222 606.95 2.8397 46.257 0.0000 0.0000 0.0000 None
L595 119.52 1080.0 29.421 1229.0 0.05166 52.066 119.52 1080.0 29.421 1229.0 0.05166 52.066 0.0000 0.0000 0.0000 None
5556ova .005361 2.5628 0.0000 2.5682 8.7490 12.047 .005361 2.5628 0.0000 2.5682 8.7490 12.047 0.0000 0.0000 0.0000 None
5663ova 0.0000 2.9450 .38E-05 2.9450 9.1013 12.901 0.0000 2.9450 .38E-05 2.9450 9.1013 12.901 0.0000 0.0000 0.0000 None
6364ova .000025 1.8882 .000025 1.8883 0.09692 9.9031 .000025 1.8882 .000025 1.8883 0.09692 9.9031 0.0000 0.0000 0.0000 None
6264ova 21.455 38.133 5.1675 64.755 28.226 59.859 21.455 38.133 5.1675 64.755 28.226 59.859 0.0000 0.0000 0.0000 None
6768ova 37.305 91.370 42.193 170.87 20.710 55.401 37.305 91.370 42.193 170.87 20.710 55.401 0.0000 0.0000 0.0000 None
4950ova 0.8085 2.0408 0.3234 3.1728 15.883 22.917 0.8085 2.0408 0.3234 3.1728 15.883 22.917 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 103.6561 102.3642 10.5000 11.7000 2.6528 2.6528 1.7000 1.2388 1.2388 0.8000 3.8915 3.8915
L2 102.3641 101.1282 11.0000 4.2000 1.8128 1.8128 2.7000 2.2943 2.2943 2.3000 4.1071 4.1071
L3 101.1282 100.4546 16.0000 7.4000 2.2574 2.2574 2.6000 2.8652 2.8652 3.3000 5.1227 5.1227
L4 100.4546 99.9910 16.0000 6.5000 1.7499 1.7499 1.3000 5.2852 5.2852 4.2000 7.0351 7.0351
L5 99.9910 99.5838 10.0000 11.5000 4.6675 4.6675 5.5000 2.0837 2.0837 2.4000 6.7512 6.7512
L6 99.5837 99.5975 10.2000 12.1000 5.1738 5.1738 2.6000 3.3871 3.3871 1.9000 8.5609 8.5609
L7 99.5975 99.5996 10.5000 11.9000 6.9272 6.9272 6.0000 7.0934 7.0934 5.1000 14.0206 14.0206
L8 99.5995 99.5998 10.0000 14.5000 8.3042 8.3042 7.6000 11.5362 11.5362 10.8000 19.8404 19.8404
L9 99.5999 99.4100 10.0000 27.5000 23.9532 23.9532 8.2000 3.0800 3.0800 2.2000 27.0332 27.0332
L10 98.8975 97.6378 10.0000 19.7000 9.4979 9.4979 7.2000 3.3954 3.3954 0.0000 12.8933 12.8933
L11 97.6378 97.6405 16.5000 12.9000 6.4402 6.4402 3.5000 8.7602 8.7602 5.4000 15.2004 15.2004
L12 97.6404 97.6413 16.5000 15.0000 8.3536 8.3536 6.0000 7.4716 7.4716 5.5000 15.8252 15.8252
L13 97.6413 97.6421 17.5000 12.5000 9.5087 9.5087 4.6000 9.9388 9.9388 5.5000 19.4476 19.4476
L14 97.6421 97.5304 10.0000 5.0000 0.4731 0.4731 0.6000 20.3441 20.3441 1.4000 20.8173 20.8173
L15 94.9604 94.7270 13.0000 6.5000 3.9575 3.9575 0.0000 10.3070 10.3070 6.5000 14.2645 14.2645
L24 94.7270 94.2430 20.0000 16.8000 11.7311 11.7311 11.2000 0.4878 0.4878 0.8000 12.2190 12.2190
L25 94.2430 93.8984 16.0000 4.7000 1.3980 1.3980 0.0000 10.5121 10.5121 7.9000 11.9101 11.9101
L26 93.8984 93.3498 15.0000 7.8000 1.9834 1.9834 2.6000 5.9075 5.9075 7.2000 7.8910 7.8910
L27 93.3498 93.3261 14.5000 13.7000 2.3999 2.3999 3.4000 7.9856 7.9856 5.1000 10.3856 10.3856
L28 120.8623 113.9556 134.0000 31.0000 4.1932 4.1932 11.0000 2.4693 2.4693 19.0000 6.6625 6.6625
L29 113.9556 105.9717 158.0000 28.5000 4.8410 4.8410 16.5000 1.8410 1.8410 19.5000 6.6819 6.6819
L30 105.9717 98.3134 150.0000 32.0000 7.6480 7.6480 12.0000 6.1200 6.1200 17.0000 13.7680 13.7680
L31 98.3134 95.9466 89.0000 30.0000 9.7247 9.7247 10.0000 18.2743 18.2743 19.0000 27.9991 27.9991
L32 95.9466 95.0296 21.0000 13.6000 6.0037 6.0037 4.3000 2.5750 2.5750 1.9000 8.5787 8.5787
L33 97.8924 97.3345 10.0000 13.8000 5.7205 5.7205 2.0000 4.2180 4.2180 3.0000 9.9384 9.9384
L34 95.0296 94.9379 17.5000 16.7000 15.0216 15.0216 12.7000 6.3242 6.3242 3.8000 21.3458 21.3458
L35 94.9379 93.6986 21.5000 11.0000 2.1537 2.1537 2.0000 18.9417 18.9417 18.4000 21.0954 21.0954
L36 93.6986 93.3424 18.0000 6.8000 1.8321 1.8321 1.1000 21.5403 21.5403 21.1000 23.3724 23.3724
W2637 93.8984 93.7020 10.0000 9.3000 0.9379 0.9379 0.0000 4.7374 4.7374 3.9000 5.6754 5.6754
L37 93.3424 93.3261 23.5000 11.3000 6.6037 6.6037 4.1000 7.6331 7.6331 6.8000 14.2368 14.2368
L38 93.3261 93.2639 14.0000 30.6000 10.5751 10.5751 5.1000 5.4568 5.4568 4.2000 16.0319 16.0319
L39 93.1433 93.2639 10.0000 30.7000 9.6751 9.6751 9.7000 5.9707 5.9707 4.8000 15.6458 15.6458
L41 93.1433 92.7517 54.5000 32.5000 12.1233 12.1233 10.3000 3.5968 3.5968 2.0000 15.7201 15.7201
4243 92.7517 91.7984 60.0000 31.0000 16.5343 16.5343 1.5000 9.8792 9.8792 5.0000 26.4135 26.4135
4344 91.7984 91.2211 50.0000 32.0000 16.5651 16.5651 2.0000 6.9825 6.9825 3.4000 23.5476 23.5476
6869 89.7102 89.5502 20.0000 36.0000 14.3331 14.3331 13.2000 18.1408 18.1408 5.8000 32.4739 32.4739
4445 91.2211 91.1849 33.0000 26.4000 15.1775 15.1775 21.8000 4.7249 4.7249 8.0000 19.9024 19.9024
4546 91.1849 91.1474 25.0000 22.1000 13.5152 13.5152 1.7000 3.4607 3.4607 2.0000 16.9759 16.9759
4647 91.1474 91.1263 20.0000 11.8000 2.6375 2.6375 0.6000 11.2512 11.2512 7.8000 13.8887 13.8887
4754 91.1263 91.1185 31.0000 28.6000 14.5742 14.5742 7.1000 9.7438 9.7438 1.4000 24.3180 24.3180
4849 91.1347 91.1312 12.0000 26.3000 6.0575 6.0575 4.6000 4.9435 4.9435 3.7000 11.0010 11.0010
5051 91.1234 91.1225 19.0000 21.4000 7.9543 7.9543 6.1000 2.1941 2.1941 5.4600 10.1484 10.1484
5253 91.1183 91.1186 20.0000 14.4000 6.5722 6.5722 2.8000 6.5569 6.5569 2.7700 13.1291 13.1291
5354 91.1186 91.1185 29.0000 30.3000 28.7725 28.7725 20.1000 4.1124 4.1124 0.0000 32.8850 32.8850
5462 91.1185 91.1176 12.0000 13.9000 13.8195 13.8195 2.9000 27.4172 27.4172 20.0000 41.2367 41.2367
5657 99.5483 99.2554 6.0000 29.9000 29.8025 29.8025 29.8000 0.0046 0.0046 0.0000 29.8070 29.8070
5758 99.2554 92.6189 50.0000 20.0000 15.3697 15.3697 15.0000 0.4093 0.4093 0.0000 15.7790 15.7790
5859 92.6189 91.8071 18.0000 8.4000 1.0027 1.0027 2.3000 3.9994 3.9994 5.5000 5.0020 5.0020
5960 91.8071 91.2912 17.0000 10.1000 2.3676 2.3676 2.0000 6.0989 6.0989 5.9000 8.4665 8.4665
6061 91.2912 91.2225 11.0000 25.0000 11.3305 11.3305 10.4000 3.7608 3.7608 1.5000 15.0913 15.0913
6162 91.1176 91.1176 30.0000 9.3000 9.2318 9.2318 1.3000 5.7225 5.7225 2.0000 The text continues on section 5.