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d2y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 09:49.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\churchie\develop.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\churchst\Flows.int
Input File to Layer # 2 C:\XPS\churchst\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=6.0 6.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 54
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 71
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 71
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 433
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 62
Number of Storage junctions in Extran (NVSE)........ 1
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 3
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 54
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 71
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
CHURCH STREET, POMONA
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 6.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 5
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 30.0000 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 1168 360 N48#2 1521 395 N50#1 1196 360
N50#2 1626 386 N52#1 1228 360 N52#2 1622 390
N1#1 1204 360 N1#2 1790 526 N4#1 1112 360
N4#2 2116 620 N8#1 1151 333 N8#2 2314 682
N13#1 1204 360 N13#2 2247 669 N25#1 1208 360
N25#2 1593 391 N28#1 1220 360 N28#2 1524 396
N29#1 1200 360 N29#2 1787 513 N30#1 1200 360
N30#2 2296 720 N31#1 1208 360 N31#2 2289 683
N32#1 1224 360 N32#2 1212 360 N33#1 1224 360
N33#2 1618 390 N36#1 1224 360 N36#2 1615 389
N42#1 1208 360 N42#2 1601 391 N44#1 1208 360
N44#2 1617 391 N45#1 1212 360 N45#2 1592 392
N47#1 1124 324 N47#2 1547 389 N55#1 1655 421
N55#2 1610 390 N56#1 1204 360 N56#2 1592 392
N63#1 1216 360 N63#2 1618 390 N64#1 1204 360
N64#2 1589 391 N66#1 1204 360 N66#2 1592 392
N58#1 1208 360 N58#2 1589 391 N59#1 1228 360
N59#2 1616 388 N61#1 1224 360 N61#2 1619 389
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 30.0000 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.233000E+04 30.000
Total Infiltration 2.232665E+02 0.543
Total Evaporation 4.343799E+00 0.011
Surface Runoff from Watersheds 1.196067E+04 29.101
Total Water remaining in Surface Storage 1.524000E+02 0.371
Infiltration over the Pervious Area... 2.232665E+02 0.898
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.234068E+04 30.026
Total Precipitation + Initial Storage. 1.233000E+04 30.000
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............... -0.0866
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 1.196067E+04 29.101
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 1.194695E+04 29.068
Initial Storage + Inflow.................... 1.196067E+04 29.101
Final Storage + Outflow + Diverted GW....... 1.194695E+04 29.068
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.1149
##################################################
# 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).... 30.00000 30.00000 30.00000 30.00000 30.00000 30.00000
Max Intensity (mm/hr).. 140.40000 140.40000 140.40000 140.40000 140.40000 140.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 28.77845 0.00000 29.16068 0.00000 29.08151
Total Losses (mm)...... 0.00000 0.88696 0.00000 0.83536 0.00000 0.87092
Remaining Depth (mm)... 0.00000 0.33459 0.00000 0.00396 0.00000 0.04757
Peak Runoff Rate (cms). 0.00000 0.32028 0.00000 0.01528 0.00000 0.05971
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.88783 30.00534 29.93861 30.55734 30.02769 30.10356
Peak Runoff Rate (cms). 0.48083 0.00066 0.35267 0.00002 0.06517 0.00007
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.88783 30.00534 29.93861 30.55734 30.02769 30.10356
Peak Runoff Rate (cms). 0.48083 0.00066 0.35267 0.00002 0.06517 0.00007
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) 29.88783 28.77967 29.93861 29.16208 30.02769 29.08253
Peak Runoff Rate (cms). 0.48083 0.32094 0.35267 0.01529 0.06517 0.05978
Unit Runoff (mm/hr).... 102.67236 68.93553 115.33517 138.77304 139.16479 120.56732
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).... 30.00000 30.00000 30.00000 30.00000 30.00000 30.00000
Max Intensity (mm/hr).. 140.40000 140.40000 140.40000 140.40000 140.40000 140.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 28.93172 0.00000 29.03297 0.00000 29.06503
Total Losses (mm)...... 0.00000 0.88302 0.00000 0.87707 0.00000 0.87349
Remaining Depth (mm)... 0.00000 0.18526 0.00000 0.08996 0.00000 0.06148
Peak Runoff Rate (cms). 0.00000 0.50094 0.00000 0.32337 0.00000 0.09455
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.96504 30.09326 29.77483 30.05296 30.03430 30.03672
Peak Runoff Rate (cms). 0.07800 0.09085 0.15380 0.18296 0.02312 0.09378
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.96504 30.09326 29.77483 30.05296 30.03430 30.03672
Peak Runoff Rate (cms). 0.07800 0.09085 0.15380 0.18296 0.02312 0.09378
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) 29.96504 29.04787 29.77483 29.33897 30.03430 29.50229
Peak Runoff Rate (cms). 0.07800 0.59179 0.15380 0.50633 0.02312 0.18834
Unit Runoff (mm/hr).... 123.10214 92.19771 83.32766 117.06975 139.88638 126.60537
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).... 30.00000 30.00000 30.00000 30.00000 30.00000 30.00000
Max Intensity (mm/hr).. 140.40000 140.40000 140.40000 140.40000 140.40000 140.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 29.02062 0.00000 29.01603 0.00000 28.72934
Total Losses (mm)...... 0.00000 0.87813 0.00000 0.87848 0.00000 0.88772
Remaining Depth (mm)... 0.00000 0.10126 0.00000 0.10549 0.00000 0.38294
Peak Runoff Rate (cms). 0.00000 0.24717 0.00000 0.31942 0.00000 0.51218
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.96257 30.03988 29.97666 30.06558 30.00561 30.00304
Peak Runoff Rate (cms). 0.23931 0.17997 0.39432 0.00045 0.04462 0.00112
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.96257 30.03988 29.97666 30.06558 30.00561 30.00304
Peak Runoff Rate (cms). 0.23931 0.17997 0.39432 0.00045 0.04462 0.00112
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) 29.96257 29.37736 29.97666 29.01708 30.00561 28.73061
Peak Runoff Rate (cms). 0.23931 0.42714 0.39432 0.31986 0.04462 0.51330
Unit Runoff (mm/hr).... 122.35212 116.58142 126.67107 102.75345 134.98304 64.92283
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).... 30.00000 30.00000 30.00000 30.00000 30.00000 30.00000
Max Intensity (mm/hr).. 140.40000 140.40000 140.40000 140.40000 140.40000 140.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 28.97078 0.00000 25.73341 0.00000 29.00697
Total Losses (mm)...... 0.00000 0.88129 0.00000 0.89175 0.00000 0.87914
Remaining Depth (mm)... 0.00000 0.14794 0.00000 3.37485 0.00000 0.11389
Peak Runoff Rate (cms). 0.00000 0.51832 0.00000 0.16651 0.00000 0.49027
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.95761 30.10098 29.95761 29.99650 29.97299 30.03659
Peak Runoff Rate (cms). 0.08323 0.08735 0.13317 0.13075 0.34584 0.36739
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.95761 30.10098 29.95761 29.99650 29.97299 30.03659
Peak Runoff Rate (cms). 0.08323 0.08735 0.13317 0.13075 0.34584 0.36739
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) 29.95761 29.08380 29.95761 26.15971 29.97299 29.36734
Peak Runoff Rate (cms). 0.08323 0.60567 0.13317 0.29725 0.34584 0.85766
Unit Runoff (mm/hr).... 120.85557 98.15223 120.85557 30.14074 125.54009 114.46111
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).... 30.00000 30.00000 30.00000 30.00000 30.00000 30.00000
Max Intensity (mm/hr).. 140.40000 140.40000 140.40000 140.40000 140.40000 140.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 29.10824 0.00000 29.07340 0.00000 29.09859
Total Losses (mm)...... 0.00000 0.86474 0.00000 0.87227 0.00000 0.86736
Remaining Depth (mm)... 0.00000 0.02702 0.00000 0.05433 0.00000 0.03406
Peak Runoff Rate (cms). 0.00000 0.17749 0.00000 0.13321 0.00000 0.12818
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.01846 0.00000 30.01853 30.09058 30.01374 30.13546
Peak Runoff Rate (cms). 0.18973 0.00000 0.15560 0.00016 0.13570 0.00015
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.01846 0.00000 30.01853 30.09058 30.01374 30.13546
Peak Runoff Rate (cms). 0.18973 0.00537 0.15560 0.00016 0.13570 0.00015
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) 30.01846 29.10824 30.01853 29.07442 30.01374 29.09962
Peak Runoff Rate (cms). 0.18973 0.17749 0.15560 0.13338 0.13570 0.12833
Unit Runoff (mm/hr).... 137.74733 128.86012 137.76012 118.08748 136.83328 125.90557
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).... 30.00000 30.00000 30.00000 30.00000 30.00000 30.00000
Max Intensity (mm/hr).. 140.40000 140.40000 140.40000 140.40000 140.40000 140.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 29.02602 0.00000 29.04083 0.00000 28.97111
Total Losses (mm)...... 0.00000 0.87768 0.00000 0.87632 0.00000 0.88127
Remaining Depth (mm)... 0.00000 0.09630 0.00000 0.08284 0.00000 0.14762
Peak Runoff Rate (cms). 0.00000 0.19377 0.00000 0.09585 0.00000 0.09510
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.97914 30.07353 29.98244 30.08737 29.98967 30.03959
Peak Runoff Rate (cms). 0.23520 0.00026 0.10969 0.00013 0.04677 0.00015
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.97914 30.07353 29.98244 30.08737 29.98967 30.03959
Peak Runoff Rate (cms). 0.23520 0.00026 0.10969 0.00013 0.04677 0.00015
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) 29.97914 29.02707 29.98244 29.04188 29.98967 28.97217
Peak Runoff Rate (cms). 0.23520 0.19403 0.10969 0.09597 0.04677 0.09524
Unit Runoff (mm/hr).... 127.43211 105.12573 128.43953 108.87085 130.60979 93.44043
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).... 30.00000 30.00000 30.00000 30.00000 30.00000 30.00000
Max Intensity (mm/hr).. 140.40000 140.40000 140.40000 140.40000 140.40000 140.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 28.94285 28.88822 29.04903 0.00000 28.98566
Total Losses (mm)...... 0.00000 0.88257 0.88448 0.87546 0.00000 0.88048
Remaining Depth (mm)... 0.00000 0.17458 0.22729 0.07551 0.00000 0.13386
Peak Runoff Rate (cms). 0.00000 0.09990 0.13182 0.18639 0.00000 0.05559
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.03627 30.10731 30.10268 30.09628 29.96380 30.04656
Peak Runoff Rate (cms). 0.01543 0.00007 0.00234 0.00024 0.07100 0.00008
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.03627 30.10731 30.10268 30.09628 29.96380 30.04656
Peak Runoff Rate (cms). 0.01543 0.00007 0.00234 0.00024 0.07100 0.00008
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) 30.03627 28.94331 28.90037 29.05007 29.96380 28.98672
Peak Runoff Rate (cms). 0.01543 0.09996 0.13416 0.18663 0.07100 0.05567
Unit Runoff (mm/hr).... 140.06079 88.50491 81.16933 111.06396 122.72703 96.23272
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).... 30.00000 30.00000 30.00000 30.00000 30.00000 30.00000
Max Intensity (mm/hr).. 140.40000 140.40000 140.40000 140.40000 140.40000 140.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 29.06952 0.00000 29.00994 0.00000 28.98958
Total Losses (mm)...... 0.00000 0.87286 0.00000 0.87893 0.00000 0.88025
Remaining Depth (mm)... 0.00000 0.05762 0.00000 0.11113 0.00000 0.13017
Peak Runoff Rate (cms). 0.00000 0.13833 0.00000 0.20914 0.00000 0.31758
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.00127 30.08473 29.96716 30.06119 29.96134 30.04865
Peak Runoff Rate (cms). 0.15489 0.00017 0.25227 0.00030 0.40323 0.00047
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.00127 30.08473 29.96716 30.06119 29.96134 30.04865
Peak Runoff Rate (cms). 0.15489 0.00017 0.25227 0.00030 0.40323 0.00047
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) 30.00127 29.07054 29.96716 29.01099 29.96134 28.99064
Peak Runoff Rate (cms). 0.15489 0.13850 0.25227 0.20943 0.40323 0.31805
Unit Runoff (mm/hr).... 133.87448 116.92294 123.75030 101.36567 121.97745 97.02038
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).... 30.00000 30.00000 30.00000 30.00000 30.00000 30.00000
Max Intensity (mm/hr).. 140.40000 140.40000 140.40000 140.40000 140.40000 140.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 29.01205 0.00000 29.11111 0.00000 29.09296
Total Losses (mm)...... 0.00000 0.87878 0.00000 0.86385 0.00000 0.86866
Remaining Depth (mm)... 0.00000 0.10917 0.00000 0.02504 0.00000 0.03838
Peak Runoff Rate (cms). 0.00000 0.12047 0.00000 0.04641 0.00000 0.06832
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.97602 30.06267 30.02544 30.16241 30.01374 30.12422
Peak Runoff Rate (cms). 0.14633 0.00017 0.04591 0.00005 0.07539 0.00008
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.97602 30.06267 30.02544 30.16241 30.01374 30.12422
Peak Runoff Rate (cms). 0.14633 0.00017 0.04591 0.00005 0.07539 0.00008
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) 29.97602 29.01310 30.02544 29.11216 30.01374 29.09399
Peak Runoff Rate (cms). 0.14633 0.12064 0.04591 0.04646 0.07539 0.06840
Unit Runoff (mm/hr).... 126.47473 101.84185 138.86404 129.73381 136.83328 124.14211
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| |
| |
| |
| |
| |
| |
| |
160.000 = =
| |
| |
| |
| |
| ################## |
| # # |
| # # |
| # # |
| # # |
120.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN | ################# # |
| # # |
MM/HR | # # |
| # # |
| # # |
80.000 = # # =
| # # |
| # # |
| # # |
| # # |
################## # |
# # |
# # |
# # |
# # |
40.000 # # =
# # |
# ################## |
# # |
# ################# |
# # |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
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Full text of sections 2 to 4 (of 6)
Section 2
N : 0.150 to Station 5.2 Max Topwidth : 13.62 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.43E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 1.44 m^2
Max right bank area : 3.48 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.05 m^2
Natural Cross-Section information for Channel L5
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 10.0 meters. Maximum Elevation : 100.98 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.00 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.150 to Station 6.0 Max Topwidth : 15.64 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.63E+01 m
" " : 0.150 Beyond Station 13.9 Max left bank area : 2.88 m^2
Max right bank area : 0.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 12.20 m^2
Natural Cross-Section information for Channel L6
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.2 meters. Maximum Elevation : 100.67 meters.
Main Channel Length : 10.2 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.2 meters. Maximum Section Area : 17.13 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.075 to Station 9.5 Max Topwidth : 17.63 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.81E+01 m
" " : 0.050 Beyond Station 14.0 Max left bank area : 5.82 m^2
Max right bank area : 3.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.70 m^2
Natural Cross-Section information for Channel L7
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 10.5 meters. Maximum Elevation : 100.57 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 28.49 m^2.
Maximum hydraulic radius : 1.26 meters.
Manning N : 0.100 to Station 5.9 Max Topwidth : 22.07 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.27E+01 m
" " : 0.050 Beyond Station 17.0 Max left bank area : 2.52 m^2
Max right bank area : 4.76 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.20 m^2
Natural Cross-Section information for Channel L8
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.99 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 31.45 m^2.
Maximum hydraulic radius : 1.34 meters.
Manning N : 0.100 to Station 6.9 Max Topwidth : 22.84 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.34E+01 m
" " : 0.050 Beyond Station 25.3 Max left bank area : 0.80 m^2
Max right bank area : 0.84 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 29.81 m^2
Natural Cross-Section information for Channel L9
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.75 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.63 m^2.
Maximum hydraulic radius : 0.58 meters.
Manning N : 0.100 to Station 19.3 Max Topwidth : 31.87 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 3.20E+01 m
" " : 0.050 Beyond Station 29.7 Max left bank area : 10.56 m^2
Max right bank area : 0.85 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.22 m^2
Natural Cross-Section information for Channel L10
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.30 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 34.08 m^2.
Maximum hydraulic radius : 1.21 meters.
Manning N : 0.100 to Station 12.5 Max Topwidth : 27.76 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.82E+01 m
" " : 0.100 Beyond Station 19.7 Max left bank area : 7.97 m^2
Max right bank area : 11.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.40 m^2
Natural Cross-Section information for Channel L11
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.40 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 24.31 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.100 to Station 9.4 Max Topwidth : 23.40 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 18.3 Max left bank area : 4.50 m^2
Max right bank area : 5.17 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.64 m^2
Natural Cross-Section information for Channel L12
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.30 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 27.23 m^2.
Maximum hydraulic radius : 1.20 meters.
Manning N : 0.100 to Station 9.0 Max Topwidth : 22.04 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.26E+01 m
" " : 0.050 Beyond Station 20.5 Max left bank area : 3.20 m^2
Max right bank area : 2.75 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.27 m^2
Natural Cross-Section information for Channel L13
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 17.5 meters. Maximum Elevation : 97.98 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.75 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 25.57 m^2.
Maximum hydraulic radius : 0.74 meters.
Manning N : 0.100 to Station 7.9 Max Topwidth : 33.67 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 3.44E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 3.36 m^2
Max right bank area : 3.87 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.34 m^2
Natural Cross-Section information for Channel L14
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 97.89 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 13.80 m^2.
Maximum hydraulic radius : 0.51 meters.
Manning N : 0.075 to Station 4.4 Max Topwidth : 26.90 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 6.4 Max left bank area : 0.47 m^2
Max right bank area : 12.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.17 m^2
Natural Cross-Section information for Channel L15
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 13.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 13.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 13.0 meters. Maximum Section Area : 22.93 m^2.
Maximum hydraulic radius : 0.99 meters.
Manning N : 0.150 to Station 6.5 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.31E+01 m
" " : 0.150 Beyond Station 13.0 Max left bank area : 6.03 m^2
Max right bank area : 7.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.65 m^2
Natural Cross-Section information for Channel L24
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 20.0 meters. Maximum Elevation : 95.89 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.14 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.150 to Station 5.6 Max Topwidth : 18.86 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.97E+01 m
" " : 0.150 Beyond Station 17.6 Max left bank area : 4.14 m^2
Max right bank area : 1.42 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.58 m^2
Natural Cross-Section information for Channel L25
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 16.0 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 33.70 m^2.
Maximum hydraulic radius : 1.56 meters.
Manning N : 0.150 to Station 4.7 Max Topwidth : 20.62 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.16E+01 m
" " : 0.150 Beyond Station 12.6 Max left bank area : 5.47 m^2
Max right bank area : 9.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.45 m^2
Natural Cross-Section information for Channel L26
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 15.0 meters. Maximum Elevation : 95.80 meters.
Main Channel Length : 15.0 meters. Maximum depth : 3.00 meters.
Right Overbank Length : 15.0 meters. Maximum Section Area : 32.14 m^2.
Maximum hydraulic radius : 1.74 meters.
Manning N : 0.150 to Station 5.2 Max Topwidth : 16.49 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.85E+01 m
" " : 0.150 Beyond Station 15.0 Max left bank area : 4.31 m^2
Max right bank area : 2.97 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 24.86 m^2
Natural Cross-Section information for Channel L27
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.5 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 14.5 meters. Maximum depth : 3.50 meters.
Right Overbank Length : 14.5 meters. Maximum Section Area : 59.54 m^2.
Maximum hydraulic radius : 1.93 meters.
Manning N : 0.150 to Station 10.3 Max Topwidth : 28.97 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.09E+01 m
" " : 0.150 Beyond Station 18.8 Max left bank area : 10.14 m^2
Max right bank area : 23.29 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 26.10 m^2
Natural Cross-Section information for Channel L28
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 134.0 meters. Maximum Elevation : 120.20 meters.
Main Channel Length : 134.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 134.0 meters. Maximum Section Area : 59.24 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 54.40 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.46E+01 m
" " : 0.100 Beyond Station 50.0 Max left bank area : 7.20 m^2
Max right bank area : 7.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.80 m^2
Natural Cross-Section information for Channel L29
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 158.0 meters. Maximum Elevation : 110.70 meters.
Main Channel Length : 158.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 158.0 meters. Maximum Section Area : 50.05 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 50.70 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.09E+01 m
" " : 0.100 Beyond Station 48.0 Max left bank area : 2.94 m^2
Max right bank area : 2.21 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.90 m^2
Natural Cross-Section information for Channel L30
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 150.0 meters. Maximum Elevation : 102.10 meters.
Main Channel Length : 150.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 150.0 meters. Maximum Section Area : 48.61 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 42.75 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.32E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 6.05 m^2
Max right bank area : 1.51 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 41.05 m^2
Natural Cross-Section information for Channel L31
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 89.0 meters. Maximum Elevation : 97.00 meters.
Main Channel Length : 89.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 89.0 meters. Maximum Section Area : 44.72 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 41.50 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.19E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 5.00 m^2
Max right bank area : 1.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.47 m^2
Natural Cross-Section information for Channel L32
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 21.0 meters. Maximum Elevation : 95.70 meters.
Main Channel Length : 21.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 21.0 meters. Maximum Section Area : 10.12 m^2.
Maximum hydraulic radius : 0.59 meters.
Manning N : 0.125 to Station 9.3 Max Topwidth : 16.73 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.125 Beyond Station 15.5 Max left bank area : 2.68 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.82 m^2
Natural Cross-Section information for Channel L33
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 10.0 meters. Maximum Elevation : 98.41 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.90 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.46 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.150 to Station 11.8 Max Topwidth : 34.05 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.46E+01 m
" " : 0.150 Beyond Station 16.8 Max left bank area : 6.19 m^2
Max right bank area : 6.37 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.90 m^2
Natural Cross-Section information for Channel L34
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 17.5 meters. Maximum Elevation : 96.05 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 35.88 m^2.
Maximum hydraulic radius : 1.40 meters.
Manning N : 0.125 to Station 4.0 Max Topwidth : 24.90 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 2.56E+01 m
" " : 0.125 Beyond Station 20.5 Max left bank area : 3.49 m^2
Max right bank area : 4.65 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 27.74 m^2
Natural Cross-Section information for Channel L35
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 21.5 meters. Maximum Elevation : 95.93 meters.
Main Channel Length : 21.5 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 21.5 meters. Maximum Section Area : 63.01 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.125 to Station 9.0 Max Topwidth : 37.44 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.82E+01 m
" " : 0.125 Beyond Station 29.4 Max left bank area : 9.39 m^2
Max right bank area : 8.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.38 m^2
Natural Cross-Section information for Channel L36
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 18.0 meters. Maximum Elevation : 96.15 meters.
Main Channel Length : 18.0 meters. Maximum depth : 3.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 83.85 m^2.
Maximum hydraulic radius : 2.18 meters.
Manning N : 0.125 to Station 5.7 Max Topwidth : 37.26 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.85E+01 m
" " : 0.125 Beyond Station 27.9 Max left bank area : 8.03 m^2
Max right bank area : 13.14 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 62.69 m^2
Natural Cross-Section information for Channel W2637
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 95.72 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 33.22 m^2.
Maximum hydraulic radius : 1.37 meters.
Manning N : 0.100 to Station 9.3 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.42E+01 m
" " : 0.100 Beyond Station 13.2 Max left bank area : 9.20 m^2
Max right bank area : 16.38 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.64 m^2
Natural Cross-Section information for Channel L37
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 23.5 meters. Maximum Elevation : 95.83 meters.
Main Channel Length : 23.5 meters. Maximum depth : 3.60 meters.
Right Overbank Length : 23.5 meters. Maximum Section Area : 64.56 m^2.
Maximum hydraulic radius : 2.08 meters.
Manning N : 0.150 to Station 7.2 Max Topwidth : 29.14 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.10E+01 m
" " : 0.150 Beyond Station 18.1 Max left bank area : 15.49 m^2
Max right bank area : 14.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 34.81 m^2
Natural Cross-Section information for Channel L38
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 14.0 meters. Maximum Elevation : 94.05 meters.
Main Channel Length : 14.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 23.65 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.150 to Station 25.5 Max Topwidth : 22.36 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.28E+01 m
" " : 0.150 Beyond Station 34.8 Max left bank area : 7.14 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.61 m^2
Natural Cross-Section information for Channel L39
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 10.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 4.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 102.10 m^2.
Maximum hydraulic radius : 1.89 meters.
Manning N : 0.150 to Station 21.0 Max Topwidth : 53.20 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.40E+01 m
" " : 0.150 Beyond Station 35.5 Max left bank area : 31.77 m^2
Max right bank area : 18.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 52.07 m^2
Natural Cross-Section information for Channel L41
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 54.5 meters. Maximum Elevation : 93.53 meters.
Main Channel Length : 54.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 54.5 meters. Maximum Section Area : 27.51 m^2.
Maximum hydraulic radius : 1.05 meters.
Manning N : 0.150 to Station 22.2 Max Topwidth : 25.25 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.62E+01 m
" " : 0.150 Beyond Station 34.5 Max left bank area : 4.58 m^2
Max right bank area : 2.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.54 m^2
Natural Cross-Section information for Channel 4243
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 93.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 38.48 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.150 to Station 29.5 Max Topwidth : 37.34 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 3.77E+01 m
" " : 0.150 Beyond Station 36.0 Max left bank area : 19.72 m^2
Max right bank area : 7.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.38 m^2
Natural Cross-Section information for Channel 4344
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 50.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 36.14 m^2.
Maximum hydraulic radius : 1.12 meters.
Manning N : 0.100 to Station 30.0 Max Topwidth : 31.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 3.23E+01 m
" " : 0.150 Beyond Station 35.4 Max left bank area : 21.11 m^2
Max right bank area : 5.31 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.72 m^2
Natural Cross-Section information for Channel 6869
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 20.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 68.81 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.050 to Station 22.8 Max Topwidth : 63.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 6.37E+01 m
" " : 0.050 Beyond Station 41.8 Max left bank area : 7.78 m^2
Max right bank area : 22.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.29 m^2
Natural Cross-Section information for Channel 4445
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 33.0 meters. Maximum Elevation : 92.54 meters.
Main Channel Length : 33.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 45.62 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.080 to Station 4.6 Max Topwidth : 26.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 2.76E+01 m
" " : 0.100 Beyond Station 34.4 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.62 m^2
Natural Cross-Section information for Channel 4546
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 25.0 meters. Maximum Elevation : 91.88 meters.
Main Channel Length : 25.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 31.80 m^2.
Maximum hydraulic radius : 1.42 meters.
Manning N : 0.080 to Station 20.4 Max Topwidth : 21.43 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.24E+01 m
" " : 0.080 Beyond Station 24.1 Max left bank area : 21.27 m^2
Max right bank area : 2.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.00 m^2
Natural Cross-Section information for Channel 4647
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.21 m^2.
Maximum hydraulic radius : 1.28 meters.
Manning N : 0.080 to Station 11.2 Max Topwidth : 19.45 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.05E+01 m
" " : 0.080 Beyond Station 19.6 Max left bank area : 3.07 m^2
Max right bank area : 5.09 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.06 m^2
Natural Cross-Section information for Channel 4754
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 31.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 31.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 31.0 meters. Maximum Section Area : 43.02 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 21.5 Max Topwidth : 31.99 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.24E+01 m
" " : 0.050 Beyond Station 30.0 Max left bank area : 11.29 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.94 m^2
Natural Cross-Section information for Channel 4849
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 12.0 meters. Maximum Elevation : 92.61 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 29.93 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.060 to Station 21.7 Max Topwidth : 31.21 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.15E+01 m
" " : 0.060 Beyond Station 30.0 Max left bank area : 6.62 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.20 m^2
Natural Cross-Section information for Channel 5051
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 19.0 meters. Maximum Elevation : 92.23 meters.
Main Channel Length : 19.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 19.0 meters. Maximum Section Area : 23.25 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning N : 0.050 to Station 15.3 Max Topwidth : 23.25 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.40E+01 m
" " : 0.020 Beyond Station 26.9 Max left bank area : 4.31 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.70 m^2
Natural Cross-Section information for Channel 5253
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.71 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 23.17 m^2.
Maximum hydraulic radius : 0.89 meters.
Manning N : 0.060 to Station 11.6 Max Topwidth : 25.37 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 2.59E+01 m
" " : 0.050 Beyond Station 17.2 Max left bank area : 5.11 m^2
Max right bank area : 7.41 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.65 m^2
Natural Cross-Section information for Channel 5354
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 29.0 meters. Maximum Elevation : 91.85 meters.
Main Channel Length : 29.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 29.0 meters. Maximum Section Area : 71.49 m^2.
Maximum hydraulic radius : 1.96 meters.
Manning N : 0.050 to Station 10.2 Max Topwidth : 34.55 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.65E+01 m
" " : 0.050 Beyond Station 30.3 Max left bank area : 13.94 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 49.45 m^2
Natural Cross-Section information for Channel 5462
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 12.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5657
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 6.0 meters. Maximum Elevation : 99.93 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 11.80 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 29.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 3.06E+01 m
" " : 0.020 Beyond Station 29.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.77 m^2
Natural Cross-Section information for Channel 5758
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 50.0 meters. Maximum Elevation : 96.33 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 8.48 m^2.
Maximum hydraulic radius : 0.44 meters.
Manning N : 0.035 to Station 5.0 Max Topwidth : 19.25 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.94E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 0.52 m^2
Max right bank area : 0.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.42 m^2
Natural Cross-Section information for Channel 5859
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 18.0 meters. Maximum Elevation : 93.06 meters.
Main Channel Length : 18.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 8.33 m^2.
Maximum hydraulic radius : 0.50 meters.
Manning N : 0.080 to Station 6.1 Max Topwidth : 16.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 1.66E+01 m
" " : 0.080 Beyond Station 13.9 Max left bank area : 1.18 m^2
Max right bank area : 0.46 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.69 m^2
Natural Cross-Section information for Channel 5960
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 17.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 17.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 17.0 meters. Maximum Section Area : 10.75 m^2.
Maximum hydraulic radius : 0.70 meters.
Manning N : 0.060 to Station 8.1 Max Topwidth : 15.19 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.54E+01 m
" " : 0.060 Beyond Station 16.0 Max left bank area : 2.03 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.48 m^2
Natural Cross-Section information for Channel 6061
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 11.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 11.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 16.68 m^2.
Maximum hydraulic radius : 0.72 meters.
Manning N : 0.050 to Station 14.6 Max Topwidth : 22.60 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.32E+01 m
" " : 0.050 Beyond Station 26.5 Max left bank area : 1.86 m^2
Max right bank area : 3.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.29 m^2
Natural Cross-Section information for Channel 6162
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 30.0 meters. Maximum Elevation : 91.94 meters.
Main Channel Length : 30.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 17.83 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.100 to Station 8.0 Max Topwidth : 15.09 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.100 Beyond Station 11.3 Max left bank area : 9.45 m^2
Max right bank area : 3.19 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.20 m^2
Natural Cross-Section information for Channel 6465
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 32.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 32.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 32.0 meters. Maximum Section Area : 36.81 m^2.
Maximum hydraulic radius : 0.91 meters.
Manning N : 0.050 to Station 29.2 Max Topwidth : 39.74 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 4.06E+01 m
" " : 0.050 Beyond Station 42.4 Max left bank area : 7.10 m^2
Max right bank area : 5.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.97 m^2
Natural Cross-Section information for Channel 6566
=====================================================
Cross-Section ID (from X1 card) : 53.0 Channel sequence number : 53
Left Overbank Length : 35.0 meters. Maximum Elevation : 90.35 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 33.29 m^2.
Maximum hydraulic radius : 1.19 meters.
Manning N : 0.060 to Station 4.6 Max Topwidth : 26.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.060 Beyond Station 16.8 Max left bank area : 0.84 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 19.66 m^2
Natural Cross-Section information for Channel 6667
=====================================================
Cross-Section ID (from X1 card) : 54.0 Channel sequence number : 54
Left Overbank Length : 50.0 meters. Maximum Elevation : 90.01 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 63.57 m^2.
Maximum hydraulic radius : 1.27 meters.
Manning N : 0.100 to Station 24.2 Max Topwidth : 49.51 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.01E+01 m
" " : 0.100 Beyond Station 33.2 Max left bank area : 30.90 m^2
Max right bank area : 13.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.76 m^2
Natural Cross-Section information for Channel L595
=====================================================
Cross-Section ID (from X1 card) : 55.0 Channel sequence number : 55
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5556ova
=====================================================
Cross-Section ID (from X1 card) : 56.0 Channel sequence number : 56
Left Overbank Length : 16.0 meters. Maximum Elevation : 100.16 meters.
Main Channel Length : 16.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 2.16 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.37E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.47 m^2
Natural Cross-Section information for Channel 5663ova
=====================================================
Cross-Section ID (from X1 card) : 57.0 Channel sequence number : 57
Left Overbank Length : 83.0 meters. Maximum Elevation : 99.86 meters.
Main Channel Length : 83.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 83.0 meters. Maximum Section Area : 2.35 m^2.
Maximum hydraulic radius : 0.31 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.47E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.65 m^2
Natural Cross-Section information for Channel 6364ova
=====================================================
Cross-Section ID (from X1 card) : 58.0 Channel sequence number : 58
Left Overbank Length : 110.0 meters. Maximum Elevation : 91.50 meters.
Main Channel Length : 110.0 meters. Maximum depth : 1.80 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 17.80 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 0.1 Max Topwidth : 9.98 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.34E+01 m
" " : 0.050 Beyond Station 9.9 Max left bank area : 0.08 m^2
Max right bank area : 0.08 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.64 m^2
Natural Cross-Section information for Channel 6264ova
=====================================================
Cross-Section ID (from X1 card) : 59.0 Channel sequence number : 59
Left Overbank Length : 10.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 32.95 m^2.
Maximum hydraulic radius : 0.54 meters.
Manning N : 0.020 to Station 44.6 Max Topwidth : 60.87 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 6.09E+01 m
" " : 0.020 Beyond Station 55.0 Max left bank area : 17.69 m^2
Max right bank area : 7.05 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.22 m^2
Natural Cross-Section information for Channel 6768ova
=====================================================
Cross-Section ID (from X1 card) : 60.0 Channel sequence number : 60
Left Overbank Length : 10.0 meters. Maximum Elevation : 90.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.60 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.36 m^2.
Maximum hydraulic radius : 0.40 meters.
Manning N : 0.020 to Station 31.1 Max Topwidth : 45.35 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 4.54E+01 m
" " : 0.020 Beyond Station 41.8 Max left bank area : 5.22 m^2
Max right bank area : 6.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.37 m^2
Natural Cross-Section information for Channel 4950ova
=====================================================
Cross-Section ID (from X1 card) : 61.0 Channel sequence number : 61
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.53 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 4.47 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.020 to Station 19.5 Max Topwidth : 12.87 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.29E+01 m
" " : 0.050 Beyond Station 21.5 Max left bank area : 1.56 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.00 m^2
Natural Cross-Section information for Channel 5152ova
=====================================================
Cross-Section ID (from X1 card) : 62.0 Channel sequence number : 62
Left Overbank Length : 0.0 meters. Maximum Elevation : 91.53 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 0.0 meters. Maximum Section Area : 5.30 m^2.
Maximum hydraulic radius : 0.34 meters.
Manning N : 0.020 to Station 18.4 Max Topwidth : 15.44 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.55E+01 m
" " : 0.050 Beyond Station 20.4 Max left bank area : 1.83 m^2
Max right bank area : 2.47 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.00 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 L1 10.5000 Natural 12.7946 0.1500 15.5720 2.0000
2 L2 11.0000 Natural 14.7632 0.1500 16.1400 2.0000
3 L3 16.0000 Natural 15.5500 0.1500 19.3000 2.0000
4 L4 16.0000 Natural 13.9661 0.1500 13.6217 2.0000
5 L5 10.0000 Natural 15.9956 0.1500 15.6420 2.0000
6 L6 10.2000 Natural 17.1346 0.0350 17.6300 2.0000
7 L7 10.5000 Natural 28.4866 0.0350 22.0740 2.5000
8 L8 10.0000 Natural 31.4508 0.0350 22.8400 2.5000
9 L9 10.0000 Natural 18.6335 0.0750 31.8692 0.7500
10 L10 10.0000 Natural 34.0840 0.0750 27.7600 2.0000
11 L11 16.5000 Natural 24.3130 0.0350 23.4000 2.0000
12 L12 16.5000 Natural 27.2300 0.0350 22.0400 2.5000
13 L13 17.5000 Natural 25.5693 0.0350 33.6725 2.7500
14 L14 10.0000 Natural 13.8030 0.0750 26.8997 0.8000
15 L15 13.0000 Natural 22.9295 0.1000 22.8000 1.5000
16 L24 20.0000 Natural 26.1403 0.1000 18.8590 2.0000
17 L25 16.0000 Natural 33.6984 0.1000 20.6240 2.5000
18 L26 15.0000 Natural 32.1404 0.1000 16.4864 3.0000
19 L27 14.5000 Natural 59.5391 0.0500 28.9672 3.5000
20 L28 134.0000 Natural 59.2400 0.1000 54.4000 2.0000
21 L29 158.0000 Natural 50.0450 0.1000 50.7000 2.0000
22 L30 150.0000 Natural 48.6125 0.1000 42.7500 2.0000
23 L31 89.0000 Natural 44.7250 0.1000 41.5000 2.0000
24 L32 21.0000 Natural 10.1161 0.1250 16.7273 1.5000
25 L33 10.0000 Natural 16.4626 0.1500 34.0539 0.9000
26 L34 17.5000 Natural 35.8755 0.1250 24.9000 2.0000
27 L35 21.5000 Natural 63.0121 0.1250 37.4400 2.8000
28 L36 18.0000 Natural 83.8531 0.0450 37.2584 3.4000
29 W2637 10.0000 Natural 33.2189 0.1000 22.8010 2.0000
30 L37 23.5000 Natural 64.5551 0.0450 29.1404 3.6000
31 L38 14.0000 Natural 23.6525 0.0450 22.3600 2.0000
32 L39 10.0000 Natural 102.1000 0.1000 53.2000 4.0000
33 L41 54.5000 Natural 27.5142 0.1000 25.2470 2.0000
34 4243 60.0000 Natural 38.4834 0.0800 37.3371 2.0000
35 4344 50.0000 Natural 36.1351 0.0700 31.8345 2.0000
36 6869 20.0000 Natural 68.8075 0.1500 63.3000 2.8000
37 4445 33.0000 Natural 45.6166 0.0700 26.8298 2.5000
38 4546 25.0000 Natural 31.8041 0.0500 21.4302 2.5000
39 4647 20.0000 Natural 26.2146 0.0500 19.4487 2.5000
40 4754 31.0000 Natural 43.0242 0.0500 31.9892 2.5000
41 4849 12.0000 Natural 29.9272 0.0500 31.2122 2.0000
42 5051 19.0000 Natural 23.2471 0.0500 23.2480 2.0000
43 5253 20.0000 Natural 23.1711 0.0300 25.3746 2.0000
44 5354 29.0000 Natural 71.4872 0.0500 34.5500 2.5000
45 5462 12.0000 Natural 80.9524 0.0800 54.8133 2.5000
46 5657 6.0000 Natural 11.8046 0.0200 29.9699 0.4000
47 5758 50.0000 Natural 8.4766 0.0350 19.2488 0.5000
48 5859 18.0000 Natural 8.3270 0.0600 16.3043 1.0000
49 5960 17.0000 Natural 10.7492 0.0500 15.1869 1.0000
50 6061 11.0000 Natural 16.6826 0.0500 22.6016 1.0000
51 6162 30.0000 Natural 17.8324 0.0500 15.0872 2.0000
52 6465 32.0000 Natural 36.8073 0.0500 39.7362 2.4000
53 6566 35.0000 Natural 33.2935 0.0600 26.3003 2.4000
54 6667 50.0000 Natural 63.5716 0.0800 49.5077 2.4000
55 L595 6.0000 Natural 80.9524 0.0800 54.8133 2.5000
56 L598 6.0000 Rectangle 0.5400 0.0140 1.2000 0.4500
57 5556ova 16.0000 Natural 2.1643 0.0200 7.0117 0.5000
58 5556unda 16.0000 Circular 0.1104 0.0140 0.3750 0.3750
59 5663ova 83.0000 Natural 2.3506 0.0200 7.0119 0.5000
60 5663und 83.0000 Circular 0.1104 0.0140 0.3750 0.3750
61 6364ova 110.0000 Natural 17.8020 0.0500 9.9800 1.8000
62 6364und 110.0000 Circular 0.1590 0.0140 0.4500 0.4500
63 6264ova 10.0000 Natural 32.9482 0.0200 60.8685 0.8000
64 6264und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
65 6768ova 10.0000 Natural 18.3644 0.0200 45.3522 0.6000
66 6768und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
67 4950ova 6.0000 Natural 4.4704 0.0200 12.8740 0.5000
68 4950und 6.0000 Rectangle 1.3500 0.0120 3.0000 0.4500
69 5152ova 6.0000 Natural 5.3035 0.0200 15.4430 0.5000
70 5152und 6.0000 Rectangle 2.4750 0.0120 3.0000 0.8250
Total length of all conduits .... 2056.2000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
L598 1.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5556unda 1.0000 0.0000 0.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5663und 1.0000 0.5000 1.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6364und 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6264und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6768und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4950und 2.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5152und 2.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
L1 1.35 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L2 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L3 0.88
L4 0.99
L5 1.58 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L6 1.51 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L7 1.69 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L8 1.84 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L9 1.20 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L10 1.73 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L11 0.97
L12 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L13 0.78
L14 1.12 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L15 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L24 0.92
L25 1.25 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L26 1.46 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L27 1.55 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L28 0.12
L29 0.10
L30 0.11
L31 0.18
L32 0.58
L33 1.09 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L34 1.07 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L35 0.94
L36 1.30 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
W2637 1.89 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L37 0.99
L38 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L39 2.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L41 0.30
4243 0.26
4344 0.33
6869 0.82
4445 0.62
4546 0.76
4647 0.91
4754 0.59
4849 1.28 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5051 0.82
5253 0.75
5354 0.78
5462 1.59 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5657 1.64 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5758 0.21
5859 0.62
5960 0.77
6061 1.22 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6162 0.57
6465 0.47
6566 0.50
6667 0.35
L595 3.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L598 1.75 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5556ova 0.54
5556unda 0.60
5663ova 0.11
5663und 0.12
6364ova 0.19
6364und 0.10
6264ova 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6264und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6768ova 1.00
6768und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950ova 1.54 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950und 1.75 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5152ova 1.53 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5152und 2.37 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 6.6417E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...L39 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N1 110.0000 104.8300 102.8300 0.0000 0.0100 100.0000
2 N2 110.0000 103.7100 101.7100 0.0000 0.0100 100.0000
3 N3 110.0000 102.3800 100.3800 0.0000 0.0100 100.0000
4 N4 110.0000 101.4600 99.4600 0.0000 0.0100 100.0000
5 N5 110.0000 101.0400 99.0400 0.0000 0.1950 100.0000
6 N6 110.0000 100.8600 98.8600 0.0000 0.3740 100.0000
7 N7 110.0000 100.8300 98.3300 0.0000 0.9030 100.0000
8 N8 110.0000 100.3000 97.8000 0.0000 1.4320 100.0000
9 N9 110.0000 99.9700 97.3700 0.0000 1.8610 100.0000
10 N10 110.0000 100.7000 97.0000 0.0000 1.7100 100.0000
11 N11 110.0000 98.7000 96.7000 0.0000 0.4440 100.0000
12 N12 110.0000 98.6000 96.1000 0.0000 1.0430 100.0000
13 N13 110.0000 98.2500 95.5000 0.0000 1.6420 100.0000
14 N14 110.0000 97.9400 94.9500 0.0000 2.1910 100.0000
15 N15 110.0000 97.9300 94.4600 0.0000 0.0100 100.0000
16 N24 110.0000 96.0300 94.0300 0.0000 0.0100 100.0000
17 N25 110.0000 96.0900 93.5900 0.0000 0.0100 100.0000
18 N26 110.0000 95.8500 92.8500 0.0000 0.0100 100.0000
19 N27 110.0000 96.2400 92.7400 0.0000 0.0100 100.0000
20 N28 130.0000 122.5000 120.5000 0.0000 0.0100 100.0000
21 N29 120.0000 115.5000 113.5000 0.0000 0.0100 100.0000
22 N30 110.0000 107.5000 105.5000 0.0000 0.0100 100.0000
23 N31 110.0000 99.5000 97.5000 0.0000 0.0100 100.0000
24 N32 110.0000 96.8000 94.8000 0.0000 0.0100 100.0000
25 N33 110.0000 98.4100 97.5100 0.0000 0.0100 100.0000
26 N34 110.0000 98.0200 94.0700 0.0000 0.0100 100.0000
27 N35 110.0000 96.7700 93.9700 0.0000 0.0100 100.0000
28 N36 110.0000 96.3800 92.9800 0.0000 0.0100 100.0000
29 N37 110.0000 95.9100 92.3100 0.0000 0.0100 100.0000
30 N38 110.0000 95.6000 92.0000 0.0000 0.2100 100.0000
31 N39 110.0000 95.9800 91.9800 0.0000 0.2200 100.0000
32 N41 110.0000 96.1800 91.8800 0.0000 0.3100 100.0000
33 N42 110.0000 93.4800 91.4800 0.0000 0.0000 100.0000
34 N43 110.0000 92.6500 90.6500 0.0000 0.0000 100.0000
35 N44 110.0000 92.5000 90.0000 0.0000 0.0000 100.0000
36 N45 110.0000 92.2000 89.7000 0.0000 0.0000 100.0000
37 N69 110.0000 90.4800 87.6800 0.0000 0.0000 100.0000
38 N46 110.0000 91.8400 89.3400 0.0000 0.0000 100.0000
39 N47 100.0000 91.8200 89.3200 0.0000 0.0000 100.0000
40 N48 99.0000 92.5800 90.5800 0.0000 0.0000 100.0000
41 N49 99.0000 92.4100 90.3500 0.0000 0.0000 100.0000
42 N50 99.0000 92.3300 90.3300 0.0000 0.0000 100.0000
43 N51 99.0000 92.0700 89.9600 0.0000 0.0000 100.0000
44 N52 99.0000 91.9300 89.9300 0.0000 0.0000 100.0000
45 N53 99.0000 92.0300 89.5300 0.0000 0.0000 100.0000
46 N54 99.0000 91.7600 89.1800 0.0000 0.0000 100.0000
47 N55 110.0000 100.3500 98.9200 0.0000 0.0000 100.0000
48 N56 110.0000 99.9300 98.4000 0.0000 0.0000 100.0000
49 N57 110.0000 99.7300 99.2300 0.0000 0.0000 100.0000
50 N58 99.0000 93.4400 92.4400 0.0000 0.0000 100.0000
51 N59 99.0000 92.6000 91.6000 0.0000 0.0000 100.0000
52 N60 99.0000 92.1600 91.1600 0.0000 0.0000 100.0000
53 N61 99.0000 92.5000 90.5000 0.0000 0.0000 100.0000
54 N62 99.0000 91.4200 88.9200 0.0000 0.0000 100.0000
55 N63 99.0000 98.8000 95.7500 0.0000 0.0000 100.0000
56 N64 99.0000 91.7000 88.6300 0.0000 0.0000 100.0000
57 N65 99.0000 90.4800 88.0800 0.0000 0.0000 100.0000
58 N66 99.0000 90.1800 87.7800 0.0000 0.0000 100.0000
59 N67 99.0000 90.0100 87.6100 0.0000 0.0000 100.0000
60 N68 99.0000 90.6400 87.8400 0.0000 0.0000 100.0000
61 D1 110.0000 91.6800 88.7500 0.0000 0.0000 100.0000
62 N60.7 100.0000 91.7000 90.6000 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N1 -258138.4400 158442.2000 No Ponding Normal 0 0.0000
2 N2 -257535.0400 158056.4000 No Ponding Normal 0 0.0000
3 N3 -256737.3050 157774.9000 No Ponding Normal 0 0.0000
4 N4 -255855.7450 157411.1000 No Ponding Normal 0 0.0000
5 N5 -255565.3300 156526.7000 No Ponding Normal 0 0.0000
6 N6 -254993.6350 155868.8500 No Ponding Normal 0 0.0000
7 N7 -254219.4500 155466.0000 No Ponding Normal 0 0.0000
8 N8 -253506.3100 155120.4000 No Ponding Normal 0 0.0000
9 N9 -253005.0350 154930.9000 No Ponding Normal 0 0.0000
10 N10 -252278.6200 155323.5000 No Ponding Normal 0 0.0000
11 N11 -252027.9150 154446.1000 No Ponding Normal 0 0.0000
12 N12 -251376.9400 153954.7000 No Ponding Normal 0 0.0000
13 N13 -250809.7400 153415.1000 No Ponding Normal 0 0.0000
14 N14 -250231.6100 153129.4000 No Ponding Normal 0 0.0000
15 N15 -249536.9500 152980.9000 No Ponding Normal 0 0.0000
16 N24 -248716.0200 152809.4000 No Ponding Normal 0 0.0000
17 N25 -248132.6250 153708.1500 No Ponding Normal 0 0.0000
18 N26 -247569.7300 153701.1000 No Ponding Normal 0 0.0000
19 N27 -246784.5300 154401.3000 No Ponding Normal 0 0.0000
20 N28 -257770.8350 147129.0000 No Ponding Normal 0 0.0000
21 N29 -256212.6250 149106.3000 No Ponding Normal 0 0.0000
22 N30 -253986.6250 149415.1000 No Ponding Normal 0 0.0000
23 N31 -251698.8200 149536.1000 No Ponding Normal 0 0.0000
24 N32 -249151.1100 149881.9000 No Ponding Normal 0 0.0000
25 N33 -248842.3350 151533.9000 No Ponding Normal 0 0.0000
26 N34 -248292.9300 150843.3000 No Ponding Normal 0 0.0000
27 N35 -247792.8000 151663.0000 No Ponding Normal 0 0.0000
28 N36 -247595.8100 152396.1000 No Ponding Normal 0 0.0000
29 N37 -247216.2250 153067.1000 No Ponding Normal 0 0.0000
30 N38 -246297.8400 153826.1500 No Ponding Normal 0 0.0000
31 N39 -245579.7100 153644.9000 No Ponding Normal 0 0.0000
32 N41 -244611.7300 153590.4000 No Ponding Normal 0 0.0000
33 N42 -243718.7000 153503.4500 No Ponding Normal 0 0.0000
34 N43 -242833.0250 153724.2000 No Ponding Normal 0 0.0000
35 N44 -241914.6000 153679.7000 No Ponding Normal 0 0.0000
36 N45 -241168.7250 154005.2000 No Ponding Normal 0 0.0000
37 N69 -231669.0050 158957.7000 No Ponding Normal 0 0.0000
38 N46 -240715.8350 154799.3000 No Ponding Normal 0 0.0000
39 N47 -239515.1400 155239.9000 No Ponding Normal 0 0.0000
40 N48 -241203.2450 151001.1000 No Ponding Normal 0 0.0000
41 N49 -240513.7400 151691.7000 No Ponding Normal 0 0.0000
42 N50 -239943.1250 152179.8000 No Ponding Normal 0 0.0000
43 N51 -239182.3050 152929.9500 No Ponding Normal 0 0.0000
44 N52 -238694.8500 153465.8000 No Ponding Normal 0 0.0000
45 N53 -238243.1250 154418.3000 No Ponding Normal 0 0.0000
46 N54 -238148.0200 155537.5000 No Ponding Normal 0 0.0000
47 N55 -242047.3200 160216.9000 No Ponding Normal 0 0.0000
48 N56 -241286.5000 160193.0000 No Ponding Normal 0 0.0000
49 N57 -240585.1000 159359.6000 No Ponding Normal 0 0.0000
50 N58 -240157.1150 158526.1000 No Ponding Normal 0 0.0000
51 N59 -239420.0350 158145.1000 No Ponding Normal 0 0.0000
52 N60 -238766.2100 157883.1000 No Ponding Normal 0 0.0000
53 N61 -237648.7200 157406.9000 No Ponding Normal 0 0.0000
54 N62 -236935.4300 155882.8000 No Ponding Normal 0 0.0000
55 N63 -237803.2450 160276.4000 No Ponding Normal 0 0.0000
56 N64 -235948.7200 156025.7000 No Ponding Normal 0 0.0000
57 N65 -234783.7050 156311.5000 No Ponding Normal 0 0.0000
58 N66 -233999.0450 156918.7000 No Ponding Normal 0 0.0000
59 N67 -233285.8050 158633.3000 No Ponding Normal 0 0.0000
60 N68 -232560.6150 158776.1500 No Ponding Normal 0 0.0000
61 D1 -236495.5500 155990.0000 No Ponding Normal 0 0.0000
62 N60.7 -238231.2300 157680.7000 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 L1 N1 N2 102.8300 101.7100 No Design
2 L2 N2 N3 101.7100 100.3800 No Design
3 L3 N3 N4 100.3800 99.4600 No Design
4 L4 N4 N5 99.4600 99.0400 No Design
5 L5 N5 N6 99.0400 98.8600 No Design
6 L6 N6 N7 98.8600 98.3300 No Design
7 L7 N7 N8 98.3300 97.8000 No Design
8 L8 N8 N9 97.8000 97.3700 No Design
9 L9 N9 N10 99.2200 99.2100 No Design
10 L10 N10 N11 98.7000 96.7000 No Design
11 L11 N11 N12 96.7000 96.1000 No Design
12 L12 N12 N13 96.1000 95.5000 No Design
13 L13 N13 N14 95.5000 94.9500 No Design
14 L14 N14 N15 97.1400 97.1300 No Design
15 L15 N15 N24 94.4600 94.0300 No Design
16 L24 N24 N25 94.0300 93.5900 No Design
17 L25 N25 N26 93.5900 92.8500 No Design
18 L26 N26 N27 92.8500 92.7400 No Design
19 L27 N27 N38 92.7400 92.0000 No Design
20 L28 N28 N29 120.5000 113.5000 No Design
21 L29 N29 N30 113.5000 105.5000 No Design
22 L30 N30 N31 105.5000 97.5000 No Design
23 L31 N31 N32 97.5000 94.8000 No Design
24 L32 N32 N34 94.8000 94.0700 No Design
25 L33 N33 N34 97.5100 97.1200 No Design
26 L34 N34 N35 94.0700 93.9700 No Design
27 L35 N35 N36 93.9700 92.9800 No Design
28 L36 N36 N37 92.9800 92.3100 No Design
29 W2637 N26 N37 93.7200 93.6200 No Design
30 L37 N37 N38 92.3100 92.0000 No Design
31 L38 N38 N39 92.0000 91.9800 No Design
32 L39 N41 N39 92.1800 91.9800 No Design
33 L41 N41 N42 91.8800 91.4800 No Design
34 4243 N42 N43 91.4800 90.6500 No Design
35 Section 3
4344 N43 N44 90.6500 90.0000 No Design
36 6869 N68 N69 87.8400 87.6800 No Design
37 4445 N44 N45 90.0000 89.7000 No Design
38 4546 N45 N46 89.7000 89.3400 No Design
39 4647 N46 N47 89.3400 89.3200 No Design
40 4754 N47 N54 89.3200 89.1800 No Design
41 4849 N48 N49 90.5800 90.4100 No Design
42 5051 N50 N51 90.3300 90.0700 No Design
43 5253 N52 N53 89.9300 89.5300 No Design
44 5354 N53 N54 89.5300 89.2600 No Design
45 5462 N54 N62 89.2600 88.9200 No Design
46 5657 N56 N57 99.5300 99.2300 No Design
47 5758 N57 N58 99.2300 92.4400 No Design
48 5859 N58 N59 92.4400 91.6000 No Design
49 5960 N59 N60 91.6000 91.1600 No Design
50 6061 N60 N60.7 91.1600 90.7000 No Design
51 6162 N61 N62 90.5000 88.9200 No Design
52 6465 N64 N65 88.6300 88.0800 No Design
53 6566 N65 N66 88.0800 87.7800 No Design
54 6667 N66 N67 87.7800 87.6100 No Design
55 L595 N62 D1 88.9200 88.7500 No Design
56 L598 N60.7 N61 90.6000 90.5000 No Design
57 5556ova N55 N56 99.8500 99.4000 No Design
58 5556unda N55 N56 98.9200 98.4700 No Design
59 5663ova N56 N63 99.4000 98.0000 No Design
60 5663und N56 N63 98.4000 97.0000 No Design
61 6364ova N63 N64 97.0000 89.9000 No Design
62 6364und N63 N64 95.7500 88.6300 No Design
63 6264ova D1 N64 90.8800 90.8600 No Design
64 6264und D1 N64 88.7500 88.6300 No Design
65 6768ova N67 N68 89.4000 89.3800 No Design
66 6768und N67 N68 87.9600 87.8400 No Design
67 4950ova N49 N50 91.0400 91.0200 No Design
68 4950und N49 N50 90.3500 90.3300 No Design
69 5152ova N51 N52 91.0300 91.0250 No Design
70 5152und N51 N52 89.9600 89.9300 No Design
*==========================================*
| Storage Junction Data |
*==========================================*
MAXIMUM OR PEAK OR CROWN DEPTH
STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION STARTS
NUMBER OR NAME TYPE AREA (M2) (CUBIC MET.) (M) FROM
-------------- -------- ---------------- --------------- --------- -----------
N33 Stage/Area 1100.0000 967.7421 110.0000 Spill Crest
*==================================*
| Variable storage data for node |N33
*==================================*
Data Elevation Depth Area Volume
Point meters meters m^2 m^3
===== ========= ====== =========== ============
1 97.5100 0.0000 746.0000 0.0000
2 97.5713 0.0612 778.8750 46.6957
3 97.6325 0.1225 811.7500 95.4051
4 97.6938 0.1837 844.6250 146.1283
5 97.7550 0.2450 877.5000 198.8651
6 97.8163 0.3063 910.3750 253.6157
7 97.8775 0.3675 943.2500 310.3800
8 97.9387 0.4287 976.1250 369.1580
9 98.0000 0.4900 1009.0000 429.9497
10 98.0637 0.5537 1020.3750 494.6357
11 98.1275 0.6175 1031.7500 560.0468
12 98.1913 0.6813 1043.1250 626.1831
13 98.2550 0.7450 1054.5000 693.0446
14 98.3188 0.8087 1065.8750 760.6312
15 98.3825 0.8725 1077.2500 828.9430
16 98.4463 0.9363 1088.6250 897.9799
17 98.5100 1.0000 1100.0000 967.7421
18 110.0000 12.4900 1100.0000 967.7421
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N69 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N69 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
CHURCH STREET, POMONA
EXISTING CASE
Title from immediately preceding computational layer
CHURCH STREET, POMONA
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 27
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 101.56
#################################################
# Element numbers of interface inlet locations: #
#################################################
N48 N50 N52 N1 N4 N8 N13
N25 N28 N29 N30 N31 N32 N33
N36 N42 N44 N45 N47 N55 N56
N63 N64 N66 N58 N59 N61
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
L1 23.7900 0.1067
L2 31.3792 0.1209
L3 21.1637 0.0575
L4 14.8201 0.0262
L5 14.1212 0.0180
L6 107.6004 0.0520
L7 212.9831 0.0505
L8 226.7844 0.0430
L9 5.4768 0.0010
L10 230.8083 0.2000
L11 134.5580 0.0364
L12 167.9513 0.0364
L13 106.1819 0.0314
L14 3.7006 0.0010
L15 41.4767 0.0331
L24 46.8109 0.0220
L25 97.5504 0.0463
L26 39.8090 0.0073
L27 416.5903 0.0510
L28 142.9406 0.0522
L29 111.2914 0.0506
L30 121.4510 0.0533
L31 81.3908 0.0303
L32 10.6189 0.0348
L33 13.2107 0.0390
L34 27.1462 0.0057
L35 151.1332 0.0460
L36 604.2278 0.0372
W2637 41.0450 0.0100
L37 268.7941 0.0132
L38 20.3679 0.0014
L39 220.6626 0.0200
L41 24.3580 0.0073
4243 57.3946 0.0138
4344 63.4676 0.0130
6869 43.1813 0.0080
4445 86.8567 0.0091
4546 96.3889 0.0144
4647 19.5453 0.0010
4754 69.8137 0.0045
4849 68.7768 0.0142
5051 53.2734 0.0137
5253 101.3181 0.0200
5354 215.9379 0.0093
5462 217.9611 0.0283
5657 69.9273 0.0500
5758 51.4571 0.1358
5859 18.9395 0.0467
5960 27.1929 0.0259
6061 54.8120 0.0418
6162 84.2671 0.0527
6465 90.4168 0.0172
6566 57.6108 0.0086
6667 54.3218 0.0034
L595 217.9611 0.0283
L598 1.4897 0.0167
5556ova 8.0165 0.0281
5556unda 0.2730 0.0281
5663ova 7.0634 0.0169
5663und 0.2114 0.0169
6364ova 109.2892 0.0645
6364und 0.6735 0.0647
6264ova 48.9163 0.0020
6264und 3.2349 0.0133
6768ova 22.4678 0.0020
6768und 3.2349 0.0133
4950ova 6.3533 0.0033
4950und 2.1890 0.0033
5152ova 3.7458 0.0008
5152und 6.8731 0.0050
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.01 / 102.84 N2/ 0.01 / 101.72 N3/ 0.01 / 100.39
N4/ 0.01 / 99.47 N5/ 0.20 / 99.23 N6/ 0.37 / 99.23
N7/ 0.90 / 99.23 N8/ 1.43 / 99.23 N9/ 1.86 / 99.23
N10/ 1.71 / 98.71 N11/ 0.44 / 97.14 N12/ 1.04 / 97.14
N13/ 1.64 / 97.14 N14/ 2.19 / 97.14 N15/ 0.01 / 94.47
N24/ 0.01 / 94.04 N25/ 0.01 / 93.60 N26/ 0.01 / 92.86
N27/ 0.01 / 92.75 N28/ 0.01 / 120.51 N29/ 0.01 / 113.51
N30/ 0.01 / 105.51 N31/ 0.01 / 97.51 N32/ 0.01 / 94.81
N33/ 0.01 / 97.52 N34/ 0.01 / 94.08 N35/ 0.01 / 93.98
N36/ 0.01 / 92.99 N37/ 0.01 / 92.32 N38/ 0.21 / 92.21
N39/ 0.22 / 92.20 N41/ 0.31 / 92.19 N42/ 0.00 / 91.48
N43/ 0.00 / 90.65 N44/ 0.00 / 90.00 N45/ 0.00 / 89.70
N69/ 0.00 / 87.68 N46/ 0.00 / 89.34 N47/ 0.00 / 89.32
N48/ 0.00 / 90.58 N49/ 0.00 / 90.35 N50/ 0.00 / 90.33
N51/ 0.00 / 89.96 N52/ 0.00 / 89.93 N53/ 0.00 / 89.53
N54/ 0.00 / 89.18 N55/ 0.00 / 98.92 N56/ 0.00 / 98.40
N57/ 0.00 / 99.23 N58/ 0.00 / 92.44 N59/ 0.00 / 91.60
N60/ 0.00 / 91.16 N61/ 0.00 / 90.50 N62/ 0.00 / 88.92
N63/ 0.00 / 95.75 N64/ 0.00 / 88.63 N65/ 0.00 / 88.08
N66/ 0.00 / 87.78 N67/ 0.00 / 87.61 N68/ 0.00 / 87.84
D1/ 0.00 / 88.75 N60.7/ 0.00 / 90.60
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Cross Sectional Area
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.07 L5/ 0.52 L6/ 1.77
L7/ 6.44 L8/ 14.04 L9/ 0.01
L10/ 1.92 L11/ 3.74 L12/ 8.00
L13/ 10.11 L14/ 0.00 L15/ 0.05
L24/ 0.00 L25/ 0.01 L26/ 0.01
L27/ 0.16 L28/ 0.02 L29/ 0.03
L30/ 0.04 L31/ 0.01 L32/ 0.00
L33/ 0.00 L34/ 0.02 L35/ 0.00
L36/ 0.01 W2637/ 0.00 L37/ 0.16
L38/ 0.26 L39/ 0.39 L41/ 0.37
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Hydraulic Radius
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.04 L5/ 0.17 L6/ 0.29
L7/ 0.56 L8/ 0.81 L9/ 0.00
L10/ 0.17 L11/ 0.36 L12/ 0.64
L13/ 0.80 L14/ 0.00 L15/ 0.01
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.05 L28/ 0.01 L29/ 0.01
L30/ 0.01 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.05
L38/ 0.11 L39/ 0.07 L41/ 0.08
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Upstream/ Downstream Elevation
L1/ 102.84/ 101.72 L2/ 101.72/ 100.39 L3/ 100.39/ 99.47
L4/ 99.47/ 99.23 L5/ 99.23/ 99.23 L6/ 99.23/ 99.23
L7/ 99.23/ 99.23 L8/ 99.23/ 99.23 L9/ 99.23/ 99.21
L10/ 98.71/ 97.14 L11/ 97.14/ 97.14 L12/ 97.14/ 97.14
L13/ 97.14/ 97.14 L14/ 97.14/ 97.13 L15/ 94.47/ 94.04
L24/ 94.04/ 93.60 L25/ 93.60/ 92.86 L26/ 92.86/ 92.75
L27/ 92.75/ 92.21 L28/ 120.51/ 113.51 L29/ 113.51/ 105.51
L30/ 105.51/ 97.51 L31/ 97.51/ 94.81 L32/ 94.81/ 94.08
L33/ 97.52/ 97.12 L34/ 94.08/ 93.98 L35/ 93.98/ 92.99
L36/ 92.99/ 92.32 W2637/ 92.32/ 92.32 L37/ 92.32/ 92.21
L38/ 92.21/ 92.20 L39/ 92.19/ 92.20 L41/ 92.19/ 91.48
4243/ 90.65/ 90.65 4344/ 90.00/ 90.00 6869/ 87.68/ 87.68
4445/ 89.70/ 89.70 4546/ 89.34/ 89.34 4647/ 89.32/ 89.32
4754/ 89.18/ 89.18 4849/ 90.35/ 90.35 5051/ 89.96/ 89.96
5253/ 89.53/ 89.53 5354/ 89.18/ 89.18 5462/ 88.92/ 88.92
5657/ 99.23/ 99.23 5758/ 92.44/ 92.44 5859/ 91.60/ 91.60
5960/ 91.16/ 91.16 6061/ 90.60/ 90.60 6162/ 88.92/ 88.92
6465/ 88.08/ 88.08 6566/ 87.78/ 87.78 6667/ 87.61/ 87.61
L595/ 88.75/ 88.75 L598/ 90.50/ 90.50 5556ova/ 98.40/ 98.40
5556unda/ 98.40/ 98.40 5663ova/ 95.75/ 95.75 5663und/ 95.75/ 95.75
6364ova/ 88.63/ 88.63 6364und/ 88.63/ 88.63 6264ova/ 88.63/ 88.63
6264und/ 88.63/ 88.63 6768ova/ 87.84/ 87.84 6768und/ 87.84/ 87.84
4950ova/ 90.33/ 90.33 4950und/ 90.33/ 90.33 5152ova/ 89.93/ 89.93
5152und/ 89.93/ 89.93
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N1 10.2718 25.6796 630.0000
N2 7.4851 18.7127 0.0000
N3 38.2648 50.0000 0.0000
N4 21.4975 50.0000 0.0000
N5 50.0000 50.0000 0.0000
N6 50.0000 50.0000 0.0000
N7 50.0000 50.0000 0.0000
N8 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N11 39.5420 50.0000 0.0000
N12 50.0000 50.0000 0.0000
N13 48.5567 50.0000 0.0000
N14 37.4490 50.0000 0.0000
N15 6.6071 16.5178 0.0000
N24 18.2357 45.5894 0.0000
N25 33.0562 50.0000 0.0000
N26 24.9286 50.0000 0.0000
N27 26.7967 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N32 37.8901 50.0000 0.0000
N33 48.3359 50.0000 0.0000
N34 33.3626 50.0000 0.0000
N35 25.7182 50.0000 0.0000
N36 33.6272 50.0000 0.0000
N37 24.9340 50.0000 0.0000
N38 24.2441 50.0000 0.0000
N39 20.1835 50.0000 0.0000
N41 22.1745 50.0000 0.0000
N42 20.4104 50.0000 0.0000
N43 28.7462 50.0000 0.0000
N44 36.9358 50.0000 0.0000
N45 35.3134 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 37.7978 50.0000 0.0000
N47 42.6847 50.0000 0.0000
N48 50.0000 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N51 41.1791 50.0000 0.0000
N52 48.9567 50.0000 0.0000
N53 24.9504 50.0000 0.0000
N54 22.2641 50.0000 0.0000
N55 0.8263 2.0657 225.0000
N56 1.3522 3.3804 20115.0000
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 44.8543 50.0000 0.0000
N62 35.9775 50.0000 0.0000
N63 0.7230 1.8074 630.0000
N64 31.4459 50.0000 0.0000
N65 38.8059 50.0000 0.0000
N66 32.2283 50.0000 0.0000
N67 11.6045 29.0113 0.0000
N68 8.7800 21.9499 0.0000
D1 16.6001 41.5002 0.0000
N60.7 20.0691 50.0000 0.0000
The junction requiring the smallest time step was...N56
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
L1 4.0901 4.0901 11.6069 0.0833 0.0059 0.0592 Normal Soln
L2 4.5645 4.5645 14.0116 0.0000 -0.0048 0.0424 Normal Soln
L3 6.8985 6.8985 32.6496 0.0000 -0.0055 0.0621 Normal Soln
L4 6.3445 6.3445 27.6129 0.0000 -0.0076 0.1758 Normal Soln
L5 3.9297 3.9297 17.8333 0.0000 -0.0060 0.2292 Normal Soln
L6 4.0594 4.0594 28.1895 0.0000 -0.0086 0.0369 Normal Soln
L7 3.7003 3.7003 50.0000 7.5833 0.0150 0.0293 Normal Soln
L8 3.1173 3.1173 50.0000 239.5000 0.0245 0.0392 Normal Soln
L9 6.3953 6.3953 26.4582 0.0000 0.0067 0.5191 Normal Soln
L10 4.2711 4.2711 36.2393 9.0000 0.0096 0.0124 Normal Soln
L11 6.2732 6.2732 50.0000 0.0000 0.0411 0.0362 Normal Soln
L12 5.3270 5.3270 50.0000 0.0000 0.0674 0.0303 Normal Soln
L13 5.7809 5.7809 50.0000 0.0000 0.0705 0.0797 Normal Soln
L14 4.7250 4.7250 17.6956 0.0000 0.0497 1.0747 Normal Soln
L15 5.6861 5.6861 26.3225 0.0000 0.0622 0.0958 Normal Soln
L24 8.7677 8.7677 30.9840 0.0000 0.0412 0.0844 Normal Soln
L25 6.1422 6.1422 27.2610 0.0000 0.0488 0.0529 Normal Soln
L26 5.0694 5.0694 16.6668 0.0000 0.0351 0.1294 Normal Soln
L27 5.1068 5.1068 16.7687 0.0000 0.0471 0.0123 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0037 0.0071 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0048 0.0190 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0070 0.0210 Normal Soln
L31 38.5211 38.5211 50.0000 0.0000 0.0147 0.0467 Normal Soln
L32 7.5193 7.5193 25.7732 0.0000 0.0102 0.3818 Normal Soln
L33 7.0591 7.0591 28.8706 0.0000 -0.0028 0.0461 Normal Soln
L34 7.4065 7.4065 50.0000 0.0000 0.0162 0.1628 Normal Soln
L35 9.6253 9.6253 31.3725 0.0000 0.0194 0.0290 Normal Soln
L36 6.2536 6.2536 12.3721 0.0000 0.0184 0.0074 Normal Soln
W2637 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
L37 9.1640 9.1640 47.3478 0.0000 0.0171 0.0172 Normal Soln
L38 4.9157 4.9157 17.0164 0.0000 0.0423 0.4467 Normal Soln
L39 3.4072 3.4072 14.0316 0.0000 -0.0383 0.0411 Normal Soln
L41 18.8362 18.8362 50.0000 0.0000 0.0375 0.3690 Normal Soln
4243 22.4278 22.4278 50.0000 0.0000 0.0299 0.1621 Normal Soln
4344 18.9670 18.9670 50.0000 0.0000 0.0277 0.1435 Normal Soln
6869 6.7190 6.7190 45.0535 0.0000 0.0096 0.1772 Normal Soln
4445 11.7260 11.7260 50.0000 0.0000 0.0295 0.1058 Normal Soln
4546 8.7092 8.7092 23.8877 0.0000 0.0350 0.0969 Normal Soln
4647 6.0384 6.0384 20.0010 0.0000 0.0345 0.4730 Normal Soln
4754 10.8730 10.8730 33.7148 0.0000 0.0339 0.1323 Normal Soln
4849 5.8184 5.8184 14.8832 0.0000 0.0050 0.0231 Normal Soln
5051 8.5416 8.5416 22.8002 0.0000 0.0058 0.0436 Normal Soln
5253 7.2312 7.2312 13.2180 0.0000 -0.0087 0.0294 Normal Soln
5354 11.4793 11.4793 50.0000 0.0000 -0.0148 0.0269 Normal Soln
5462 3.8276 3.8276 44.0741 0.0000 0.0317 0.0697 Normal Soln
5657 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5758 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5859 11.2130 11.2130 30.1848 0.0000 0.0025 0.0283 Normal Soln
5960 11.4560 11.4560 28.2638 0.0000 -0.0025 0.0263 Normal Soln
6061 8.2092 8.2092 28.8595 0.0000 0.0029 0.0133 Normal Soln
6162 11.5180 11.5180 22.9025 0.0000 -0.0034 0.0112 Normal Soln
6465 11.3630 11.3630 35.0971 0.0000 -0.0204 0.1119 Normal Soln
6566 12.0877 12.0877 48.5987 0.0000 -0.0399 0.1571 Normal Soln
6667 16.2030 16.2030 50.0000 0.0000 -0.0123 0.1688 Normal Soln
L595 1.7625 1.7625 42.9310 0.0000 0.0458 0.1604 Normal Soln
L598 2.1741 2.1741 7.3941 10.3333 -0.0021 0.5259 Normal Soln
5556ova 8.7903 8.7903 14.6130 0.0000 0.0021 0.0264 Normal Soln
5556unda 3.1298 3.1298 8.3371 0.0000 0.0074 1.9637 Normal Soln
5663ova 49.1507 49.1507 50.0000 0.0000 0.0015 0.0498 Normal Soln
5663und 15.2493 15.2493 38.8019 0.0000 0.0035 2.2565 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 -0.0015 0.0005 Normal Soln
6364und 14.8008 14.8008 27.9289 0.0000 -0.1531 24.3962 Normal Soln
6264ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6264und 1.4444 1.4444 3.5825 21.5000 0.0052 1.3773 Normal Soln
6768ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6768und 1.5717 1.5717 4.4388 72.0000 0.0061 1.1811 Normal Soln
4950ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4950und 2.8594 2.8594 10.7267 0.0000 0.0020 0.3645 Normal Soln
5152ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5152und 2.5327 2.5327 8.9982 0.0000 -0.0059 0.1825 Normal Soln
The conduit with the smallest time step limitation was..L8
The conduit with the largest wobble was.................6364und
The conduit with the largest flow change in any
consecutive time step...................................6364und
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.02 / 102.85/ N2/ 0.01 / 101.72/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.57 / 97.27/ N12/ 1.17 / 97.27/
N13/ 1.77 / 97.27/ N14/ 2.32 / 97.27/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.00 / 113.50/
N30/ 0.01 / 105.51/ N31/ 0.06 / 97.56/ N32/ 0.13 / 94.93/
N33/ 0.01 / 97.52/ N34/ 0.06 / 94.13/ N35/ 0.13 / 94.10/
N36/ 0.05 / 93.03/ N37/ 0.05 / 92.36/ N38/ 0.19 / 92.19/
N39/ 0.21 / 92.19/ N41/ 0.10 / 91.98/ N42/ 0.10 / 91.58/
N43/ 0.11 / 90.76/ N44/ 0.07 / 90.07/ N45/ 0.12 / 89.82/
N69/ 0.06 / 87.74/ N46/ 0.13 / 89.47/ N47/ 0.12 / 89.44/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.35/ N50/ 0.00 / 90.33/
N51/ 0.00 / 89.96/ N52/ 0.01 / 89.94/ N53/ 0.00 / 89.53/
N54/ 0.09 / 89.27/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.00 / 90.50/ N62/ 0.01 / 88.93/
N63/ 0.00 / 95.75/ N64/ 0.11 / 88.74/ N65/ 0.13 / 88.21/
N66/ 0.21 / 87.99/ N67/ 0.38 / 87.99/ N68/ 0.09 / 87.93/
D1/ 0.02 / 88.77/ N60.7/ 0.00 / 90.60/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.00*/ L26/ 0.00 /
L27/ 0.00*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.01 / L39/ -0.01 / L41/ 0.01 /
4243/ 0.02*/ 4344/ 0.02 / 6869/ 0.02 /
4445/ 0.02*/ 4546/ 0.02*/ 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.00*/ 5462/ 0.02*/
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00*/
5960/ 0.00*/ 6061/ 0.00 / 6162/ 0.00*/
6465/ 0.02*/ 6566/ 0.02*/ 6667/ 0.02 /
L595/ 0.02*/ L598/ 0.00*/ 5556ova/ 0.00*/
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.00*/ 6264ova/ 0.00 /
6264und/ 0.02 / 6768ova/ 0.00 / 6768und/ 0.02 /
4950ova/ 0.00 / 4950und/ 0.00 / 5152ova/ 0.00 /
5152und/ 0.00*/ FREE # 1/ 0.02 /
Conduit/ Velocity
L1/ 0.09 / L2/ 0.07 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.15 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.07 / L26/ 0.08 /
L27/ 0.03 / L28/ 0.06 / L29/ 0.03 /
L30/ 0.05 / L31/ 0.08 / L32/ 0.21 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.22 /
L36/ 0.35 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.06 / L39/ -0.04 / L41/ 0.13 /
4243/ 0.18 / 4344/ 0.22 / 6869/ 0.10 /
4445/ 0.11 / 4546/ 0.35 / 4647/ 0.11 /
4754/ 0.21 / 4849/ 0.06 / 5051/ 0.04 /
5253/ 0.08 / 5354/ 0.01 / 5462/ 0.10 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.02 /
5960/ 0.02 / 6061/ 0.02 / 6162/ 0.04 /
6465/ 0.32 / 6566/ 0.16 / 6667/ 0.03 /
L595/ 0.08 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.28 / 5663ova/ 0.00 / 5663und/ 0.26 /
6364ova/ 0.00 / 6364und/ 0.01 / 6264ova/ 0.00 /
6264und/ 0.33 / 6768ova/ 0.00 / 6768und/ 0.49 /
4950ova/ 0.00 / 4950und/ 0.05 / 5152ova/ 0.00 /
5152und/ 0.03 /
Conduit/ Width
L1/ 0.08 / L2/ 0.09 / L3/ 0.13 /
L4/ 0.84 / L5/ 2.86 / L6/ 5.12 /
L7/ 10.76 / L8/ 16.93 / L9/ 1.92 /
L10/ 5.84 / L11/ 10.39 / L12/ 12.59 /
L13/ 13.18 / L14/ 0.45 / L15/ 4.17 /
L24/ 0.88 / L25/ 1.15 / L26/ 0.87 /
L27/ 1.37 / L28/ 0.18 / L29/ 0.40 /
L30/ 2.03 / L31/ 1.91 / L32/ 0.77 /
L33/ 0.06 / L34/ 3.80 / L35/ 0.66 /
L36/ 0.42 / W2637/ 0.00 / L37/ 1.61 /
L38/ 2.19 / L39/ 2.32 / L41/ 1.93 /
4243/ 1.39 / 4344/ 1.29 / 6869/ 2.07 /
4445/ 2.28 / 4546/ 0.68 / 4647/ 2.16 /
4754/ 1.34 / 4849/ 0.21 / 5051/ 0.18 /
5253/ 0.16 / 5354/ 1.17 / 5462/ 2.39 /
5657/ 0.00 / 5758/ 0.22 / 5859/ 0.06 /
5960/ 0.09 / 6061/ 0.11 / 6162/ 0.04 /
6465/ 0.82 / 6566/ 1.25 / 6667/ 4.07 /
L595/ 2.80 / L598/ 1.20 / 5556ova/ 0.02 /
5556unda/ 0.15 / 5663ova/ 0.05 / 5663und/ 0.15 /
6364ova/ 0.01 / 6364und/ 0.27 / 6264ova/ 0.00 /
6264und/ 0.53 / 6768ova/ 0.00 / 6768und/ 0.50 /
4950ova/ 0.00 / 4950und/ 3.00 / 5152ova/ 0.00 /
5152und/ 3.00 /
Junction/ EGL
N1/ 0.02 / N2/ 0.01 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.57 / N12/ 1.17 /
N13/ 1.77 / N14/ 2.32 / N15/ 2.72 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.01 / N31/ 0.06 / N32/ 0.13 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.13 /
N36/ 0.05 / N37/ 0.05 / N38/ 0.19 /
N39/ 0.21 / N41/ 0.10 / N42/ 0.10 /
N43/ 0.12 / N44/ 0.08 / N45/ 0.12 /
N69/ 0.06 / N46/ 0.13 / N47/ 0.12 /
N48/ 0.01 / N49/ 0.06 / N50/ 0.00 /
N51/ 0.11 / N52/ 0.01 / N53/ 0.00 /
N54/ 0.10 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.01 /
N63/ 1.26 / N64/ 0.12 / N65/ 0.14 /
N66/ 0.21 / N67/ 0.38 / N68/ 0.10 /
D1/ 0.02 / N60.7/ 0.10 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.28 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.73 / N12/ 12.73 /
N13/ 12.73 / N14/ 12.73 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.50 /
N30/ 4.49 / N31/ 12.44 / N32/ 15.07 /
N33/ 12.48 / N34/ 15.87 / N35/ 15.90 /
N36/ 16.97 / N37/ 17.64 / N38/ 17.81 /
N39/ 17.81 / N41/ 18.02 / N42/ 18.42 /
N43/ 19.24 / N44/ 19.93 / N45/ 20.18 /
N69/ 22.26 / N46/ 20.53 / N47/ 10.56 /
N48/ 8.41 / N49/ 8.65 / N50/ 8.67 /
N51/ 9.04 / N52/ 9.06 / N53/ 9.47 /
N54/ 9.73 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.50 / N62/ 10.07 /
N63/ 3.25 / N64/ 10.26 / N65/ 10.79 /
N66/ 11.01 / N67/ 11.01 / N68/ 11.07 /
D1/ 21.23 / N60.7/ 9.40 /
Junction/ Max Volume
N1/ 0.64 / N2/ 0.50 / N3/ 0.58 /
N4/ 0.78 / N5/ 0.73 / N6/ 0.65 /
N7/ 1.19 / N8/ 1.72 / N9/ 2.15 /
N10/ 1.83 / N11/ 0.88 / N12/ 1.48 /
N13/ 2.08 / N14/ 2.63 / N15/ 0.35 /
N24/ 0.56 / N25/ 0.49 / N26/ 0.82 /
N27/ 0.46 / N28/ 0.23 / N29/ 0.31 /
N30/ 0.29 / N31/ 0.53 / N32/ 0.83 /
N33/ 0.33 / N34/ 0.76 / N35/ 0.81 /
N36/ 0.56 / N37/ 0.72 / N38/ 1.01 /
N39/ 0.96 / N41/ 0.93 / N42/ 0.95 /
N43/ 0.92 / N44/ 0.73 / N45/ 0.95 /
N69/ 1.15 / N46/ 0.97 / N47/ 0.90 /
N48/ 0.31 / N49/ 0.24 / N50/ 0.23 /
N51/ 0.30 / N52/ 0.28 / N53/ 0.63 /
N54/ 0.98 / N55/ 1.03 / N56/ 1.11 /
N57/ 0.00 / N58/ 0.11 / N59/ 0.15 /
N60/ 0.09 / N61/ 0.39 / N62/ 1.24 /
N63/ 1.27 / N64/ 0.89 / N65/ 1.30 /
N66/ 1.58 / N67/ 1.75 / N68/ 1.15 /
D1/ 1.41 / N60.7/ 0.34 /
Junction/Total Fldng
N1/ 0.00 / N2/ 0.00 / N3/ 0.00 /
N4/ 0.00 / N5/ 0.00 / N6/ 0.00 /
N7/ 0.00 / N8/ 0.00 / N9/ 0.00 /
N10/ 0.00 / N11/ 0.00 / N12/ 0.00 /
N13/ 0.00 / N14/ 0.00 / N15/ 0.00 /
N24/ 0.00 / N25/ 0.00 / N26/ 0.00 /
N27/ 0.00 / N28/ 0.00 / N29/ 0.00 /
N30/ 0.00 / N31/ 0.00 / N32/ 0.00 /
N33/ 0.00 / N34/ 0.00 / N35/ 0.00 /
N36/ 0.00 / N37/ 0.00 / N38/ 0.00 /
N39/ 0.00 / N41/ 0.00 / N42/ 0.00 /
N43/ 0.00 / N44/ 0.00 / N45/ 0.00 /
N69/ 0.00 / N46/ 0.00 / N47/ 0.00 /
N48/ 0.00 / N49/ 0.00 / N50/ 0.00 /
N51/ 0.00 / N52/ 0.00 / N53/ 0.00 /
N54/ 0.00 / N55/ 0.00 / N56/ 0.00 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.00 /
N63/ 0.00 / N64/ 0.00 / N65/ 0.00 /
N66/ 0.00 / N67/ 0.00 / N68/ 0.00 /
D1/ 0.00 / N60.7/ 0.00 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.08 / L5/ 0.56 / L6/ 1.84 /
L7/ 6.61 / L8/ 14.33 / L9/ 0.03 /
L10/ 2.58 / L11/ 4.96 / L12/ 9.55 /
L13/ 11.73 / L14/ 0.03 / L15/ 0.30 /
L24/ 0.03 / L25/ 0.06 / L26/ 0.05 /
L27/ 0.14 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.15 / L31/ 0.12 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.24 / L35/ 0.04 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.16 /
L38/ 0.23 / L39/ 0.35 / L41/ 0.12 /
4243/ 0.08 / 4344/ 0.07 / 6869/ 0.19 /
4445/ 0.15 / 4546/ 0.05 / 4647/ 0.15 /
4754/ 0.08 / 4849/ 0.01 / 5051/ 0.01 /
5253/ 0.01 / 5354/ 0.10 / 5462/ 0.18 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.06 / 6566/ 0.12 / 6667/ 0.64 /
L595/ 0.21 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.01 / 6264ova/ 0.00 /
6264und/ 0.03 / 6768ova/ 0.00 / 6768und/ 0.02 /
4950ova/ 0.00 / 4950und/ 0.01 / 5152ova/ 0.00 /
5152und/ 0.01 /
Conduit/ Final Volume
L1/ 0.03 / L2/ 0.04 / L3/ 0.08 /
L4/ 1.33 / L5/ 5.62 / L6/ 18.81 /
L7/ 69.46 / L8/ 143.27 / L9/ 0.29 /
L10/ 25.75 / L11/ 81.90 / L12/ 157.54 /
L13/ 205.24 / L14/ 0.26 / L15/ 3.88 /
L24/ 0.69 / L25/ 0.92 / L26/ 0.78 /
L27/ 2.07 / L28/ 1.66 / L29/ 4.58 /
L30/ 22.94 / L31/ 10.28 / L32/ 0.96 /
L33/ 0.01 / L34/ 4.14 / L35/ 0.95 /
L36/ 0.51 / W2637/ 0.00 / L37/ 3.79 /
L38/ 3.20 / L39/ 3.54 / L41/ 6.38 /
4243/ 5.05 / 4344/ 3.58 / 6869/ 3.84 /
4445/ 4.95 / 4546/ 1.17 / 4647/ 3.04 /
4754/ 2.52 / 4849/ 0.11 / 5051/ 0.27 /
5253/ 0.15 / 5354/ 2.85 / 5462/ 2.14 /
5657/ 0.00 / 5758/ 0.16 / 5859/ 0.04 /
5960/ 0.04 / 6061/ 0.02 / 6162/ 0.04 /
6465/ 1.80 / 6566/ 4.09 / 6667/ 31.80 /
L595/ 1.25 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.01 / 5663ova/ 0.00 / 5663und/ 0.05 /
6364ova/ 0.00 / 6364und/ 1.59 / 6264ova/ 0.00 /
6264und/ 0.48 / 6768ova/ 0.00 / 6768und/ 0.35 /
4950ova/ 0.00 / 4950und/ 0.07 / 5152ova/ 0.00 /
5152und/ 0.11 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.29 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.04 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.02 /
L27/ 0.05 / L28/ 0.00 / L29/ 0.01 /
L30/ 0.03 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.04 /
L36/ 0.02 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.05 / 4344/ 0.05 / 6869/ 0.06 /
4445/ 0.05 / 4546/ 0.06 / 4647/ 0.06 /
4754/ 0.05 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.01 / 5462/ 0.01 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.06 / 6566/ 0.08 / 6667/ 0.14 /
L595/ 0.01 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.03 / 6264ova/ 0.00 /
6264und/ 0.04 / 6768ova/ 0.00 / 6768und/ 0.03 /
4950ova/ 0.00 / 4950und/ 0.00 / 5152ova/ 0.00 /
5152und/ 0.00 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.72 L2/ 101.72/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.27 L11/ 97.27/ 97.27 L12/ 97.27/ 97.27/
L13/ 97.27/ 97.27 L14/ 97.27/ 97.18 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.19 L28/ 120.51/ 113.50 L29/ 113.50/ 105.51/
L30/ 105.51/ 97.56 L31/ 97.56/ 94.93 L32/ 94.93/ 94.13/
L33/ 97.52/ 97.12 L34/ 94.13/ 94.10 L35/ 94.10/ 93.03/
L36/ 93.03/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.19/
L38/ 92.19/ 92.19 L39/ 92.18/ 92.19 L41/ 91.98/ 91.58/
4243/ 91.58/ 90.76 4344/ 90.76/ 90.07 6869/ 87.93/ 87.74/
4445/ 90.07/ 89.82 4546/ 89.82/ 89.47 4647/ 89.47/ 89.44/
4754/ 89.44/ 89.27 4849/ 90.59/ 90.41 5051/ 90.33/ 90.07/
5253/ 89.94/ 89.53 5354/ 89.53/ 89.27 5462/ 89.27/ 88.93/
5657/ 99.23/ 99.23 5758/ 99.23/ 92.44 5859/ 92.44/ 91.60/
5960/ 91.60/ 91.16 6061/ 91.16/ 90.70 6162/ 90.50/ 88.93/
6465/ 88.74/ 88.21 6566/ 88.21/ 87.99 6667/ 87.99/ 87.99/
L595/ 88.93/ 88.77 L598/ 90.60/ 90.50 5556ova/ 98.41/ 98.41/
5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75 5663und/ 98.41/ 97.00/
6364ova/ 88.74/ 88.74 6364und/ 95.75/ 88.74 6264ova/ 88.74/ 88.74/
6264und/ 88.77/ 88.74 6768ova/ 87.93/ 87.93 6768und/ 87.99/ 87.93/
4950ova/ 90.33/ 90.33 4950und/ 90.35/ 90.33 5152ova/ 89.94/ 89.94/
5152und/ 89.96/ 89.94
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 10765
Total number of time steps during simulation.... 9768
Ratio of actual # of time steps / NTCYC......... 2.261
Average number of iterations per time step...... 1.102
Average time step size(seconds)................ 2.211
Smallest time step size(seconds)................ 0.714
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.165
Average minimum implicit time step (sec)........ 2.999
Average minimum junction time step (sec)........ 2.999
Average Courant Factor Tf....................... 2.999
Number of times omega reduced................... 268
*=========================================================*
| 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 1.16 11318 0 6 0 0 0
N2 0 1.16 11354 4 10 1 0 0
N3 0 1.14 11162 0 8 0 0 0
N4 0 1.17 11451 0 6 0 0 0
N5 0 1.32 12853 0 12 1 0 0
N6 0 1.52 14892 0 9 0 0 0
N7 0 2.31 22545 0 13 14 0 0
N8 0 3.15 30721 117 20 87 0 0
N9 0 2.51 24509 39 13 36 0 0
N10 0 1.14 11118 0 7 0 0 0
N11 0 1.75 17135 0 31 2 1 0
N12 0 2.54 24835 0 12 1 0 0
N13 0 2.91 28390 1 22 3 0 0
N14 0 2.38 23249 2 23 7 0 0
N15 0 1.15 11188 0 7 0 0 0
N24 0 1.15 11261 1 14 1 0 0
N25 0 1.15 11249 0 10 1 0 0
N26 0 1.23 12062 1 10 1 0 0
N27 0 1.18 11550 0 6 0 0 0
N28 0 1.06 10366 0 5 0 0 0
N29 0 1.14 11092 0 13 1 0 0
N30 0 1.17 11417 0 14 1 0 0
N31 0 1.09 10647 0 15 2 0 0
N32 0 1.13 11019 0 7 0 0 0
N33 0 1.13 11076 0 7 0 0 0
N34 0 1.20 11694 1 7 0 0 0
N35 0 1.23 12038 0 6 0 0 0
N36 0 1.13 11037 0 7 0 0 0
N37 0 1.20 11686 0 9 0 0 0
N38 0 1.23 12044 0 19 1 0 0
N39 0 1.15 11232 0 9 0 0 0
N41 0 1.21 11853 0 9 0 0 0
N42 0 1.22 11883 2 18 1 0 0
N43 0 1.21 11784 0 6 0 0 0
N44 0 1.18 11514 0 6 0 0 0
N45 0 1.18 11479 0 6 0 0 0
N69 0 1.22 11896 0 8 0 0 0
N46 0 1.19 11579 0 6 0 0 0
N47 0 1.19 11640 0 6 0 0 0
N48 0 1.12 10961 0 6 0 0 0
N49 0 1.14 11165 0 7 0 0 0
N50 0 1.17 11408 0 6 0 0 0
N51 0 1.22 11900 1 10 1 0 0
N52 0 1.20 11691 0 6 0 0 0
N53 0 1.56 15218 0 7 0 0 0
N54 0 1.62 15838 0 7 0 0 0
N55 0 1.12 10982 2 7 0 0 0
N56 0 1.18 11484 5 11 1 0 0
N57 0 1.00 9768 0 1 0 0 0
N58 0 1.10 10706 0 5 0 0 0
N59 0 1.14 11127 0 11 1 0 0
N60 0 1.16 11353 0 6 0 0 0
N61 0 1.14 11112 0 5 0 0 0
N62 0 2.02 19732 0 8 0 0 0
N63 0 1.53 14926 76 33 138 7 0
N64 0 1.36 13265 0 18 56 0 0
N65 0 1.17 11455 0 6 0 0 0
N66 0 1.19 11655 0 6 0 0 0
N67 0 1.23 12003 2 6 0 0 0
N68 0 1.16 11298 0 6 0 0 0
D1 0 1.77 17281 14 8 0 0 0
N60.7 0 1.18 11539 0 12 1 0 0
Total number of iterations for all junctions.. 829685
Minimum number of possible iterations......... 605616
Efficiency of the simulation.................. 1.37
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N1 110.0000 104.8300 103.4723 0 15 0.0000 6.5277 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.2127 0 15 0.0000 7.7873 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 100.9551 0 15 0.0000 9.0449 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.2378 0 15 0.0000 9.7622 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.7737 0 15 0.0000 10.2263 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5131 0 15 0.0000 10.4869 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5191 0 16 0.0000 10.4809 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5199 0 16 0.0000 10.4801 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5201 0 16 0.0000 10.4799 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8314 0 16 0.0000 11.1686 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.5808 0 15 0.0000 12.4192 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.5813 0 15 0.0000 12.4187 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.5814 0 15 0.0000 12.4186 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.5818 0 15 0.0000 12.4182 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.8099 0 15 0.0000 15.1901 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.5874 0 16 0.0000 15.4126 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.0839 0 15 0.0000 15.9161 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.6677 0 16 0.0000 16.3323 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.2012 0 16 0.0000 16.7988 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.7305 0 16 0.0000 9.2695 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.8072 0 17 0.0000 6.1928 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.7889 0 20 0.0000 4.2111 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.0293 0 18 0.0000 11.9707 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.6280 0 20 0.0000 14.3720 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8358 0 15 0.0000 12.1642 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.8286 0 20 0.0000 15.1714 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.7760 0 20 0.0000 15.2240 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.5448 0 19 0.0000 16.4552 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.0268 0 18 0.0000 16.9732 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.0087 0 18 0.0000 16.9913 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 92.9385 0 18 0.0000 17.0615 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 92.8098 0 19 0.0000 17.1902 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.4290 0 20 0.0000 17.5710 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.5677 0 22 0.0000 18.4323 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 90.7325 0 23 0.0000 19.2675 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.6481 0 23 0.0000 19.3519 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 88.8267 0 40 0.0000 21.1733 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.3098 0 26 0.0000 19.6902 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.2187 0 29 0.0000 9.7813 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.8878 0 15 0.0000 8.1122 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.4100 90.5919 0 15 0.0000 8.4081 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.3300 90.5616 0 15 0.0000 8.4384 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.2557 0 15 0.0000 8.7443 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.2089 0 15 0.0000 8.7911 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.1626 0 30 0.0000 8.8374 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.1622 0 30 0.0000 8.8378 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 99.9545 0 15 0.0000 10.0455 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5131 0 15 0.0000 10.4869 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2300 0 0 0.0000 10.7700 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5501 0 15 0.0000 6.4499 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7494 0 15 0.0000 7.2506 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2538 0 15 0.0000 7.7462 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.8889 0 15 0.0000 8.1111 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.1607 0 30 0.0000 8.8393 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0181 0 15 0.0000 1.9819 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.5156 0 28 0.0000 9.4844 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.3775 0 39 0.0000 9.6225 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.3616 0 39 0.0000 9.6384 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.3551 0 39 0.0000 9.6449 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 88.9871 0 40 0.0000 10.0129 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.1604 0 30 0.0000 19.8396 1.0000 0.0000 0.0000 0.0000
N60.7 100.0000 91.7000 90.9363 0 15 0.0000 9.0637 1.0000 0.0000 0.0000 0.0000
*======================================================*
| Table E10 - CONDUIT SUMMARY STATISTICS |
| Note: The peak flow may be less than the design flow |
| and the conduit may still surcharge because of the |
| downstream boundary conditions. |
| |
| * denotes an open conduit that has been overtopped |
| this is a potential source of severe errors |
*======================================================*
Conduit Maximum Maximum Time Maximum Time Ratio of Maximum Depth Ratio
Design Design Vertical Computed of Computed of Max. to at Pipe Ends d/D
Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm US DS
Name (cms) (m/s) (mm) (cms) Hr. Min. (m/s) Hr. Min. Flow (m) (m)
--------------- ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- ----- -----
L1 23.7900 1.8594 2000.000 0.6687 0 15 0.9066 0 14 0.0281 103.4723 102.2127 .3211 .2513
L2 31.3792 2.1255 2000.000 0.6648 0 15 0.7851 0 15 0.0212 102.2127 100.9551 .2514 .2875
L3 21.1637 1.3610 2000.000 0.6568 0 15 0.4902 0 15 0.0310 100.9551 100.2378 .2875 .3889
L4 14.8201 1.0611 2000.000 1.2870 0 15 0.5794 0 15 0.0868 100.2378 99.7737 .3889 .3668
L5 14.1212 0.8828 2000.000 1.2764 0 15 0.5608 0 15 0.0904 99.7737 99.5131 .3669 .3266
L6 107.6004 6.2327 2000.000 1.2768 0 15 0.3621 0 15 0.0119 99.5131 99.5191 .3266 .5946
L7 212.9831 7.4760 2500.000 1.2747 0 16 0.1293 0 16 0.0060 99.5191 99.5199 .4756 .6879
L8 226.7844 7.2108 2500.000 1.4327 0 15 0.0747 0 15 0.0063 99.5199 99.5201 .6879 .8601
L9 5.4768 0.2939 750.0000 1.4132 0 16 0.3780 0 16 0.2580 99.5201 99.3694 .4002 .2125
L10 230.8083 6.4970 2000.000 1.4131 0 16 0.2760 0 16 0.0061 98.8314 97.5808 .0657 .4404
L11 134.5580 5.4507 2000.000 1.4257 0 16 0.1630 0 16 0.0106 97.5808 97.5813 .4404 .7407
L12 167.9513 6.1302 2500.000 1.4413 0 16 0.1042 0 16 0.0086 97.5813 97.5814 .5925 .8326
L13 106.1819 4.1064 2750.000 1.9907 0 15 0.1206 0 15 0.0187 97.5814 97.5818 .7569 .9570
L14 3.7006 0.2681 800.0000 1.9874 0 15 0.5651 0 15 0.5371 97.5818 97.5213 .5523 .4891
L15 41.4767 1.7799 1500.000 1.9858 0 15 0.4956 0 12 0.0479 94.8099 94.5874 .2333 .3716
L24 46.8109 1.7908 2000.000 1.9683 0 16 0.6455 0 16 0.0420 94.5874 94.0839 .2787 .2469
L25 97.5504 2.8660 2500.000 2.5844 0 15 0.5869 0 15 0.0265 94.0839 93.6677 .1975 .3271
L26 39.8090 1.2386 3000.000 2.5696 0 16 0.9000 0 16 0.0645 93.6677 93.2012 .2726 .1537
L27 416.5903 6.9969 3500.000 2.5672 0 16 0.8651 0 15 0.0062 93.2012 93.0087 .1318 .2882
Section 4
L28 142.9406 2.4129 2000.000 0.5056 0 16 0.5678 0 16 0.0035 120.7305 113.8072 .1152 .1536
L29 111.2914 2.2238 2000.000 1.0340 0 18 0.8368 0 17 0.0093 113.8072 105.7889 .1536 .1444
L30 121.4510 2.4983 2000.000 1.2765 0 20 0.5923 0 20 0.0105 105.7889 98.0293 .1444 .2647
L31 81.3908 1.8198 2000.000 1.9057 0 18 0.5246 0 16 0.0234 98.0293 95.6280 .2647 .4140
L32 10.6189 1.0497 1500.000 2.0105 0 20 0.8148 0 20 0.1893 95.6280 94.8286 .5520 .5057
L33 13.2107 0.8025 900.0000 0.2839 0 15 0.3486 0 14 0.0215 97.8358 97.2912 .3620 .1902
L34 27.1462 0.7567 2000.000 2.1367 0 19 0.2587 0 19 0.0787 94.8286 94.7760 .3793 .4030
L35 151.1332 2.3985 2800.000 2.1342 0 20 0.6862 0 22 0.0141 94.7760 93.5448 .2878 .2017
L36 604.2278 7.2058 3400.000 2.2369 0 20 1.4555 0 14 0.0037 93.5448 93.0268 .1661 .2108
W2637 41.0450 1.2356 2000.000 0.0000 0 0 0.0000 0 0 0.0000 93.0268 93.0268 .0000 .0000
L37 268.7941 4.1638 3600.000 2.2951 0 20 0.4963 0 29 0.0085 93.0268 93.0087 .1991 .2802
L38 20.3679 0.8611 2000.000 4.5411 0 17 0.8228 0 15 0.2230 93.0087 92.9385 .5044 .4793
L39 220.6626 2.1612 4000.000 -4.5130 0 18 -0.7127 0 17 -0.0205 92.9385 92.8098 .1896 .2074
L41 24.3580 0.8853 2000.000 4.4622 0 19 0.5499 0 17 0.1832 92.8098 92.4290 .4649 .4745
4243 57.3946 1.4914 2000.000 4.6558 0 20 0.6871 0 18 0.0811 92.4290 91.5677 .4745 .4588
4344 63.4676 1.7564 2000.000 4.5575 0 22 0.7757 0 19 0.0718 91.5677 90.7325 .4588 .3663
6869 43.1813 0.6276 2800.000 3.8297 0 40 0.4439 0 40 0.0887 88.9871 88.8267 .4097 .4095
4445 86.8567 1.9041 2500.000 4.6023 0 23 0.5010 0 23 0.0530 90.7325 90.6481 .2930 .3792
4546 96.3889 3.0307 2500.000 4.6698 0 23 1.0487 0 15 0.0484 90.6481 90.3098 .3792 .3879
4647 19.5453 0.7456 2500.000 4.6291 0 24 1.0000 0 22 0.2368 90.3098 90.2187 .3879 .3595
4754 69.8137 1.6227 2500.000 4.5777 0 24 0.9195 0 21 0.0656 90.2187 90.1622 .3595 .3929
4849 68.7768 2.2981 2000.000 0.7941 0 15 0.8063 0 15 0.0115 90.8878 90.6292 .1539 .1096
5051 53.2734 2.2916 2000.000 1.1543 0 15 0.8335 0 15 0.0217 90.5616 90.2557 .1158 .0928
5253 101.3181 4.3724 2000.000 1.2636 0 15 1.5134 0 15 0.0125 90.2089 90.1626 .1394 .3163
5354 215.9379 3.0206 2500.000 1.2445 0 16 0.4201 0 12 0.0058 90.1626 90.1622 .2530 .3609
5462 217.9611 2.6925 2500.000 4.3930 0 26 0.2724 1 55 0.0202 90.1622 90.1607 .3609 .4963
5657 69.9273 5.9238 400.0000 0.0000 0 0 0.0000 0 0 0.0000 99.2300 99.2300 .0000 .0000
5758 51.4571 6.0705 500.0000 0.0000 0 0 0.0000 0 0 0.0000 99.2300 92.5501 .0000 .0000
5859 18.9395 2.2745 1000.000 0.2650 0 15 0.5964 0 15 0.0140 92.5501 91.7494 .1101 .1494
5960 27.1929 2.5298 1000.000 0.3524 0 15 0.6015 0 15 0.0130 91.7494 91.2538 .1494 .0938
6061 54.8120 3.2856 1000.000 0.3501 0 15 0.3812 0 28 0.0064 91.2538 90.9363 .0938 .2363
6162 84.2671 4.7255 2000.000 0.4698 0 15 1.3099 0 10 0.0056 90.8889 90.1607 .1945 .6203
6465 90.4168 2.4565 2400.000 4.7007 0 28 0.9118 0 10 0.0520 89.5156 89.3775 .3690 .5406
6566 57.6108 1.7304 2400.000 4.4325 0 29 0.7203 0 15 0.0769 89.3775 89.3616 .5406 .6590
6667 54.3218 0.8545 2400.000 3.9906 0 34 0.3043 0 8 0.0735 89.3616 89.3551 .6590 .7271
L595 217.9611 2.6925 2500.000 4.4420 0 29 0.1915 0 0 0.0204 90.1606 90.1604 .4963 .5642
L598 1.4897 2.7588 450.0000 0.3492 0 16 0.8115 0 16 0.2344 90.9363 90.8889 .7474 .8643
5556ova 8.0165 3.7039 500.0000 0.1056 0 15 1.0955 0 15 0.0132 99.9545 99.5131 .2091 .2263
5556unda 0.2730 2.4721 375.0000 0.2144 0 14 1.9203 0 14 0.7852 99.9545 99.5131 2.758 2.781
5663ova 7.0634 3.0050 500.0000 0.1757 0 15 0.9430 0 16 0.0249 99.5131 98.1123 .2263 .2247
5663und 0.2114 1.9145 375.0000 0.2331 0 15 2.1391 0 15 1.1025 99.5131 97.3414 2.968 .9103
6364ova 109.2892 6.1392 1800.000 0.0288 0 15 0.2562 0 15 0.0003 97.0181 89.9034 .0101 .0019
6364und 0.6735 4.2350 450.0000 0.6266 0 15 3.9421 0 17 0.9303 97.0181 89.5156 2.818 1.967
6264ova 48.9163 1.4846 800.0000 0.0000 0 0 0.0000 0 0 0.0000 89.5156 89.5156 .0000 .0000
6264und 3.2349 3.4667 1090.000 2.2076 0 30 2.5123 0 30 0.6824 90.1604 89.5156 1.294 .8124
6768ova 22.4678 1.2234 600.0000 0.0000 0 0 0.0000 0 0 0.0000 88.9871 88.9871 .0000 .0000
6768und 3.2349 3.4667 1090.000 1.9151 0 39 2.0276 0 39 0.5920 89.3551 88.9871 1.279 1.052
4950ova 6.3533 1.0576 500.0000 0.0000 0 0 0.0000 0 0 0.0000 90.5616 90.5616 .0000 .0000
4950und 2.1890 1.6215 450.0000 0.3979 0 15 0.5594 0 15 0.1818 90.5919 90.5616 .5376 .5148
5152ova 3.7458 0.5087 500.0000 0.0000 0 0 0.0000 0 0 0.0000 90.2089 90.2089 .0000 .0000
5152und 6.8731 2.7770 825.0000 0.5761 0 15 0.6668 0 15 0.0838 90.2557 90.2089 .3584 .3380
FREE # 1 Undefnd Undefnd Undefn 3.8297 0 40
*==================================================*
| 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 0.2510 0.7391 0.5174
L2 0.0000 360.0000 0.0000 0.0000 0.2530 0.8485 0.4221
L3 0.0000 360.0000 0.0000 0.0000 0.3152 1.3423 0.3310
L4 0.0000 360.0000 0.0000 0.0000 0.3676 2.2234 0.4371
L5 0.0000 360.0000 0.0000 0.0000 0.3841 2.2778 0.3884
L6 0.0000 360.0000 0.0000 0.0000 0.4177 3.5264 0.3332
L7 0.0000 360.0000 0.0000 0.0000 0.7067 9.8573 0.1880
L8 0.0000 360.0000 0.0000 0.0000 0.9706 19.2336 0.1444
L9 0.0000 0.0000 0.0000 360.0000 0.1404 3.7392 0.0868
L10 0.0000 360.0000 0.0000 0.0000 0.3511 5.1237 0.1395
L11 0.0000 360.0000 0.0000 0.0000 0.5750 8.7631 0.1923
L12 0.0000 360.0000 0.0000 0.0000 0.8658 13.8548 0.1854
L13 0.0000 360.0000 0.0000 0.0000 0.8747 16.5133 0.2841
L14 0.0000 0.0000 0.0000 360.0000 0.2200 3.5169 0.2354
L15 0.0000 360.0000 0.0000 0.0000 0.3245 4.1620 0.2163
L24 0.0000 360.0000 0.0000 0.0000 0.2636 3.0524 0.3385
L25 0.0000 360.0000 0.0000 0.0000 0.3977 4.4577 0.3805
L26 0.0000 360.0000 0.0000 0.0000 0.4006 2.8553 0.5754
L27 0.0000 360.0000 0.0000 0.0000 0.3732 3.3197 0.5861
L28 0.0000 360.0000 0.0000 0.0000 0.1869 0.8920 0.1524
L29 0.0000 360.0000 0.0000 0.0000 0.2267 1.2389 0.2454
L30 0.0000 360.0000 0.0000 0.0000 0.3091 2.1619 0.2412
L31 0.0000 360.0000 0.0000 0.0000 0.3216 3.7816 0.3475
L32 0.0000 360.0000 0.0000 0.0000 0.3833 2.4675 0.6464
L33 0.0000 0.0000 0.0000 360.0000 0.1073 0.8197 0.0861
L34 0.0000 360.0000 0.0000 0.0000 0.4475 8.2648 0.2023
L35 0.0000 360.0000 0.0000 0.0000 0.2430 3.1164 0.4693
L36 0.0000 360.0000 0.0000 0.0000 0.2022 2.3783 0.7179
W2637 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
L37 0.0000 360.0000 0.0000 0.0000 0.4416 5.1367 0.3940
L38 0.0000 360.0000 0.0000 0.0000 0.4228 5.7071 0.7851
L39 0.0000 89.9306 270.0694 0.0000 0.4872 6.3880 0.5616
L41 0.0000 360.0000 0.0000 0.0000 0.5447 8.2111 0.5101
4243 0.0000 360.0000 0.0000 0.0000 0.4015 6.8504 0.6315
4344 1.2083 358.7917 0.0000 0.0000 0.3463 5.9102 0.6355
6869 7.6667 352.3333 0.0000 0.0000 0.6412 8.6271 0.5091
4445 0.2083 359.7917 0.0000 0.0000 0.5347 9.1875 0.4209
4546 0.2083 359.7917 0.0000 0.0000 0.3610 4.8538 0.9191
4647 1.1250 358.8750 0.0000 0.0000 0.5324 4.9378 0.8902
4754 0.2083 359.7917 0.0000 0.0000 0.4855 7.2586 0.6804
4849 0.2083 0.0000 0.0000 359.7917 0.1555 0.9852 0.2124
5051 0.2083 16.7153 0.0000 343.0764 0.1940 1.3853 0.1736
5253 0.2083 359.7917 0.0000 0.0000 0.2846 2.0724 0.3308
5354 0.2083 356.6667 0.0000 3.1250 0.6293 16.3247 0.0739
5462 3.2500 356.7500 0.0000 0.0000 0.8808 25.2468 0.1875
5657 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5758 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5859 0.2083 359.7917 0.0000 0.0000 0.1020 0.4444 0.0773
5960 0.2083 359.7917 0.0000 0.0000 0.0760 0.5860 0.0730
6061 0.2083 23.8750 0.0000 335.9167 0.1093 1.3267 0.0436
6162 0.2083 359.7917 0.0000 0.0000 0.2447 2.9535 0.4483
6465 0.2083 359.7917 0.0000 0.0000 0.4306 6.5491 0.8388
6566 0.9583 359.0417 0.0000 0.0000 0.6464 12.7690 0.6662
6667 0.2083 359.7917 0.0000 0.0000 0.8868 32.0826 0.2200
L595 0.8750 359.1250 0.0000 0.0000 1.0746 32.8099 0.1794
L598 1.3333 358.6667 0.0000 0.0000 0.2247 0.4318 0.2930
5556ova 350.6389 9.3611 0.0000 0.0000 0.0518 0.0970 0.1172
5556unda 0.2083 26.8750 0.0000 332.9167 0.1085 0.1136 1.9902
5663ova 346.1042 0.0000 0.0000 13.8958 0.0553 0.1865 0.1062
5663und 0.2083 0.0000 0.0000 359.7917 0.1117 0.1090 1.5556
6364ova 357.5972 0.0000 0.0000 2.4028 0.0113 0.1124 0.0027
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1636 3.9844
6264ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6264und 1.4167 358.5833 0.0000 0.0000 0.3289 0.8964 2.8813
6768ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6768und 7.5833 352.4167 0.0000 0.0000 0.3315 0.9572 2.5772
4950ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4950und 1.1250 358.8750 0.0000 0.0000 0.2049 0.7119 0.1323
5152ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5152und 1.0417 358.9583 0.0000 0.0000 0.2417 0.8644 0.1915
*===========================================*
| 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 0.0345 746.0229 0.0011 1.0000 0.2966 0.0553 0.0750 13.0031
L2 0.0346 747.6530 0.0012 1.0000 0.2520 0.0539 0.0885 13.0031
L3 0.0346 748.2222 0.0014 1.0000 0.1615 0.0674 0.1368 13.0031
L4 0.0655 1413.9605 0.0021 1.0000 0.0712 0.1043 0.2918 13.0031
L5 0.0656 1416.6261 0.0028 1.0000 0.0308 0.2115 0.7844 13.0031
L6 0.0656 1418.0197 0.0038 1.0000 0.0135 0.3197 2.1484 3.0484
L7 0.0656 1417.5572 0.0060 1.0000 0.0033 0.5974 7.2251 3.0343
L8 0.0736 1590.0742 0.0086 1.0000 0.0015 0.8466 15.2648 3.0341
L9 0.0737 1591.0484 0.0021 1.0000 0.2364 0.0315 0.4547 6.5016
L10 0.0737 1592.5624 0.0026 1.0000 0.0329 0.2403 3.3516 6.7256
L11 0.0733 1583.0026 0.0042 1.0000 0.0047 0.4757 6.2916 3.0392
L12 0.0723 1561.0605 0.0042 1.0000 0.0021 0.7663 11.0927 3.0368
L13 0.0990 2138.8754 0.0073 1.0000 0.0020 0.8560 13.4183 3.0396
L14 0.0984 2125.6906 0.0027 1.0000 0.2386 0.0929 0.3945 6.5016
L15 0.0986 2130.5069 0.0030 1.0000 0.0893 0.0880 0.8357 8.6950
L24 0.0986 2129.3411 0.0027 1.0000 0.2234 0.0586 0.3448 8.6688
L25 0.1301 2809.3532 0.0043 1.0000 0.1621 0.0821 0.5523 8.6926
L26 0.1305 2819.0532 0.0037 1.0000 0.2302 0.0883 0.3876 8.6688
L27 0.1308 2825.5252 0.0040 1.0000 0.1282 0.1140 0.6079 4.3344
L28 0.0402 867.4405 0.0010 1.0000 0.3387 0.0399 0.1416 8.6688
L29 0.0754 1629.1956 0.0017 1.0000 0.2752 0.0522 0.2275 8.6688
L30 0.1264 2729.3225 0.0021 1.0000 0.2068 0.1014 0.5668 8.6688
L31 0.1795 3876.6138 0.0037 1.0000 0.1415 0.1217 0.7495 8.6688
L32 0.1953 4219.2981 0.0031 1.0000 0.2608 0.1342 0.4683 10.8359
L33 0.0113 243.0883 0.0006 1.0000 0.3755 0.0182 0.0583 13.0031
L34 0.2078 4488.2219 0.0036 1.0000 0.0568 0.1642 2.0057 10.8359
L35 0.2086 4505.0534 0.0032 1.0000 0.3185 0.1092 0.5243 10.8359
L36 0.2191 4731.6422 0.0035 1.0000 0.5910 0.0826 0.2936 3.9009
W2637 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1000
L37 0.2198 4748.1620 0.0036 1.0000 0.1551 0.1347 0.8546 3.9009
L38 0.3519 7601.8423 0.0066 1.0000 0.1325 0.1747 0.9854 3.9009
L39 -0.3527 -7617.401 0.0065 1.0000 0.0000 0.1494 1.2715 8.6688
L41 0.3564 7697.6952 0.0067 1.0000 0.1475 0.1581 1.3626 8.6688
4243 0.3806 8219.9071 0.0069 0.9993 0.2179 0.1388 1.0114 5.6082
4344 0.3844 8303.5270 0.0061 0.9966 0.2717 0.1267 0.8949 0.0713
6869 0.5945 12841.579 0.0043 0.9810 0.1223 0.2549 2.2983 0.1490
4445 0.3963 8559.3870 0.0063 0.9993 0.1332 0.1503 1.8408 4.9071
4546 0.4061 8771.1457 0.0061 0.9993 0.3493 0.1428 0.7227 3.5051
4647 0.4073 8798.3962 0.0063 0.9969 0.1445 0.1855 1.1137 0.0502
4754 0.4148 8959.4897 0.0062 0.9993 0.2978 0.1349 1.0790 3.5051
4849 0.0461 995.4870 0.0014 0.9993 0.6379 0.0303 0.1259 3.5051
5051 0.0622 1343.6721 0.0018 0.9993 0.9806 0.0275 0.1842 3.5051
5253 0.0673 1452.9049 0.0022 0.9993 0.6840 0.0410 0.2381 2.1031
5354 0.0678 1464.0910 0.0037 0.9992 0.0778 0.0912 2.1022 3.3700
5462 0.4834 10440.977 0.0110 0.9917 0.2413 0.1560 3.9964 0.0802
5657 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
5758 0.0000 0.0000 0.0000 0.0000 0.0000 0.0049 0.0762 0.0350
5859 0.0116 250.8358 0.0006 0.9993 0.3398 0.0126 0.0468 4.2061
5960 0.0151 326.1095 0.0006 0.9993 0.3042 0.0105 0.0546 3.5051
6061 0.0151 327.1628 0.0006 0.9992 0.8582 0.0093 0.0857 3.3700
6162 0.0210 454.3943 0.0008 0.9993 0.2110 0.0553 0.3167 3.5051
6465 0.5596 12086.382 0.0088 0.9993 0.3087 0.1679 1.3222 3.5051
6566 0.5594 12083.383 0.0073 0.9973 0.1583 0.2290 2.4520 1.6366
6667 0.5952 12856.568 0.0077 0.9993 0.0436 0.3120 7.0281 5.6082
L595 0.5045 10897.371 0.0244 0.9974 0.1322 0.2304 6.1571 1.5444
L598 0.0151 327.1076 0.0005 0.9965 0.2877 0.0350 0.0549 0.3819
5556ova 0.0012 25.3082 0.0001 0.0374 0.0289 0.0016 0.0024 0.0202
5556unda 0.0151 325.1830 0.0004 0.9993 1.5223 0.0249 0.0139 0.9814
5663ova 0.0031 67.0178 0.0002 0.0562 0.0471 0.0021 0.0055 0.0201
5663und 0.0190 410.4535 0.0004 0.9993 1.2183 0.0297 0.0164 0.9814
6364ova 0.0001 2.7719 0.0000 0.0091 0.0135 0.0001 0.0008 0.0500
6364und 0.0331 714.7441 0.0121 0.9993 0.4776 0.0581 0.0488 0.9814
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
6264und 0.5046 10899.368 0.0028 0.9963 0.5633 0.1475 0.2589 0.3819
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
6768und 0.5941 12833.122 0.0032 0.9811 0.6295 0.1481 0.3072 0.0140
4950ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0269
4950und 0.0461 996.5479 0.0007 0.9969 1.5594 0.0315 0.1018 0.0120
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0278
5152und 0.0623 1345.7190 0.0010 0.9970 0.8309 0.0394 0.1297 0.2316
FREE # 1 0.5946 12842.977
*===============================================================*
| Table E13. Channel losses(H), headwater depth (HW), tailwater |
| depth (TW), critical and normal depth (Yc and Yn). |
| Use this section for culvert comparisons |
*===============================================================*
Conduit Maximum Head Friction Critical Normal HW TW
Name Flow Loss Loss Depth Depth Elevat Elevat
--------------- --------- --------- --------- --------- --------- --------- ---------
L1 0.6595 0.0000 1.2218 0.4507 0.5860 103.4692 102.2093 Max Flow
L2 0.6513 0.0000 0.9573 0.3978 0.4979 102.2090 100.9484 Max Flow
L3 0.6346 0.0000 0.3932 0.3925 0.5675 100.9479 100.2329 Max Flow
L4 1.2586 0.0000 0.4609 0.4624 0.7620 100.2324 99.7636 Max Flow
L5 1.2281 0.0000 0.2478 0.3763 0.7376 99.7631 99.5077 Max Flow
L6 1.2159 0.0000 0.0057 0.4553 0.3943 99.5074 99.5134 Max Flow
L7 1.1984 0.0000 0.0003 0.4184 0.3525 99.5133 99.5138 Max Flow
L8 1.3780 0.0000 0.0001 0.4236 0.3673 99.5138 99.5139 Max Flow
L9 1.3216 0.0000 0.1353 0.1564 0.3967 99.5138 99.3664 Max Flow
L10 1.3137 0.0000 0.0173 0.1430 0.1215 98.8259 97.5803 Max Flow
L11 1.3065 0.0000 0.0011 0.3870 0.3569 97.5802 97.5808 Max Flow
L12 1.2994 0.0000 0.0002 0.4417 0.4044 97.5808 97.5808 Max Flow
L13 1.9556 0.0000 0.0004 0.6371 0.5918 97.5808 97.5808 Max Flow
L14 1.9410 0.0000 0.0509 0.3911 0.4961 97.5808 97.5211 Max Flow
L15 1.9145 0.0000 0.1680 0.2052 0.3421 94.8031 94.5746 Max Flow
L24 1.8465 0.0000 0.4872 0.3676 0.5250 94.5741 94.0743 Max Flow
L25 2.4629 0.0000 0.2168 0.3685 0.4824 94.0743 93.6307 Max Flow
L26 2.2671 0.0000 0.4003 0.4234 0.8477 93.6307 93.1738 Max Flow
L27 2.1830 0.0000 0.1167 0.4504 0.4315 93.1738 92.8432 Max Flow
L28 0.4634 0.0000 4.0670 0.1525 0.2177 120.7198 113.7921 Max Flow
L29 1.0085 0.0000 7.9930 0.2023 0.2888 113.7923 105.7887 Max Flow
L30 1.2752 0.0000 2.5004 0.2028 0.2869 105.7887 98.0277 Max Flow
L31 1.8925 0.0000 1.0515 0.3706 0.5265 98.0278 95.6276 Max Flow
L32 2.0082 0.0000 0.7819 0.5584 0.8068 95.6276 94.8285 Max Flow
L33 0.2815 0.0000 0.5294 0.1706 0.2863 97.8350 97.2906 Max Flow
L34 2.1367 0.0000 0.0534 0.2923 0.6809 94.8285 94.7758 Max Flow
L35 2.1318 0.0000 1.0451 0.6185 0.7551 94.7758 93.5448 Max Flow
L36 2.2369 0.0000 0.3090 0.5717 0.5669 93.5448 93.0182 Max Flow
W2637 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
L37 2.2910 0.0000 0.0312 0.4568 0.5476 93.0184 92.9983 Max Flow
L38 4.3143 0.0000 0.0615 0.6615 1.1624 92.9985 92.9308 Max Flow
L39 -0.0145 0.0000 -0.0063 0.0044 0.0141 92.1844 92.1907 Max Flow
L41 4.4246 0.0000 0.3794 0.5614 0.9262 92.8064 92.4289 Max Flow
4243 4.6137 0.0000 0.8716 0.6421 0.9308 92.4288 91.5442 Max Flow
4344 4.3558 0.0000 0.7952 0.6047 0.8516 91.5490 90.7271 Max Flow
6869 3.8296 0.0000 0.1604 0.4932 1.1467 88.9871 88.8267 Max Flow
4445 4.5183 0.0000 0.0927 0.4421 0.6473 90.7269 90.6439 Max Flow
4546 4.6322 0.0000 0.3453 0.8018 0.9455 90.6438 90.3032 Max Flow
4647 4.6032 0.0000 0.1114 0.6067 1.3277 90.3033 90.1761 Max Flow
4754 4.5347 0.0000 0.1189 0.5791 0.8409 90.1764 90.0628 Max Flow
4849 0.7773 0.0000 0.2325 0.2167 0.2834 90.8854 90.6267 Max Flow
5051 1.1239 0.0000 0.2948 0.1469 0.2128 90.5593 90.2502 Max Flow
5253 1.2151 0.0000 0.5167 0.2478 0.2378 90.2052 89.6842 Max Flow
5354 1.1678 0.0000 0.1109 0.0920 0.1481 89.6841 89.5025 Max Flow
5462 4.3189 0.0000 0.0027 0.2060 0.2937 90.1619 90.1602 Max Flow
5657 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
5758 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
5859 0.2619 0.0000 0.4820 0.0923 0.1083 92.5494 91.7486 Max Flow
5960 0.3471 0.0000 0.4776 0.1065 0.1281 91.7485 91.2530 Max Flow
6061 0.3417 0.0000 0.0385 0.0842 0.0913 91.2529 90.9293 Max Flow
6162 0.4612 0.0000 0.5172 0.3926 0.3849 90.8861 89.4953 Max Flow
6465 4.6688 0.0000 0.1571 0.7928 0.8828 89.5142 89.2785 Max Flow
6566 4.4204 0.0000 0.0468 0.7853 1.0545 89.2789 89.2394 Max Flow
6667 3.9845 0.0000 0.0084 0.5752 1.0388 89.3325 89.3243 Max Flow
L595 4.3967 0.0000 0.0007 0.2077 0.2977 90.1602 90.1598 Max Flow
L598 0.3249 0.0442 0.0051 0.1955 0.1288 90.9293 90.8861 Max Flow
5556ova 0.1015 0.0000 0.3996 0.1241 0.1028 99.9530 99.5081 Max Flow
5556unda 0.2143 0.1740 0.2711 0.3323 0.2503 99.9530 99.5081 Max Flow
5663ova 0.1525 0.0000 1.3755 0.1172 0.1065 99.5078 98.1065 Max Flow
5663und 0.2327 0.6014 1.5669 0.3412 0.3750 99.5078 97.3412 Max Flow
6364ova 0.0108 0.0000 6.9630 0.0013 0.0013 97.0107 89.9013 Max Flow
6364und 0.6265 1.5679 6.0611 1.2607 0.3435 97.0107 89.3780 Max Flow
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6264und 2.2066 0.6028 0.0556 0.8377 0.6608 90.1598 89.5142 Max Flow
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6768und 1.9150 0.3503 0.0410 0.7815 0.6035 89.3551 88.9871 Max Flow
4950ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4950und 0.3863 0.0259 0.0022 0.1190 0.1166 90.5890 90.5594 Max Flow
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
5152und 0.5511 0.0402 0.0025 0.1505 0.1276 90.2501 90.2053 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 165.0000 195.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L10 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L11 0.0000 280.0000 0.0000 80.0000 0.0000 0.0000 0.0000 0.0000 None
L12 0.0000 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 None
L13 0.0000 280.0000 0.0000 80.0000 0.0000 0.0000 0.0000 0.0000 None
L14 155.0000 205.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L15 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L24 235.0000 125.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 325.0000 10.0000 0.0000 0.0000 0.0000 25.0000 0.0000 None
L28 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L29 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L30 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L31 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L32 50.0000 310.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 10.0000 350.0000 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 145.0000 215.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 10.0000 310.0000 35.0000 0.0000 0.0000 0.0000 5.0000 0.0000 None
W2637 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L37 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L38 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L39 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L41 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4243 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4344 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6869 0.0000 355.0000 5.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4445 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4546 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4647 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4754 140.0000 220.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5051 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5253 40.0000 300.0000 15.0000 0.0000 0.0000 0.0000 5.0000 0.0000 None
5354 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5462 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5657 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5758 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5859 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5960 20.0000 340.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6061 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 5.0000 340.0000 15.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6465 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L598 0.0000 0.0000 310.0000 40.0000 0.0000 0.0000 10.0000 0.0000 None
5556ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556unda 0.0000 0.0000 345.0000 0.0000 0.0000 10.0000 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 350.0000 0.0000 0.0000 0.0000 10.0000 0.0000 None
6364ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6364und 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 30.0000 105.0000 0.0000 0.0000 225.0000 0.0000 None
6768ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 100.0000 120.0000 0.0000 0.0000 140.0000 0.0000 None
4950ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950und 0.0000 350.0000 0.0000 10.0000 0.0000 0.0000 0.0000 0.0000 None
5152ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5152und 0.0000 0.0000 250.0000 100.0000 0.0000 0.0000 10.0000 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
L1 0.0000 1.1250 1.1250 0.0000
L2 356.8750 356.8750 0.0000 0.0000
L3 358.7083 358.7083 0.0000 0.0000
L4 330.4583 330.5417 0.0000 0.0000
L5 0.0278 348.7917 0.0000 0.0000
L6 0.0000 341.8542 0.0000 0.0000
L7 0.0000 326.9583 0.0000 0.0000
L8 0.0000 333.0833 0.0000 0.0000
L9 0.0000 0.0000 0.0000 0.0000
L10 360.0000 360.0000 0.0000 0.0000
L11 0.0000 358.4583 0.0000 0.0000
L12 0.0000 348.7222 0.0000 0.0000
L13 0.0000 358.8750 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.7917 358.9583 0.0000 0.0000
L24 11.8333 12.8611 0.0000 0.0000
L25 356.9167 356.9167 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 359.9583 359.9583 0.0000 0.0000
L28 132.1667 133.3333 0.0000 0.0000
L29 339.0556 339.0556 0.0000 0.0000
L30 358.8333 358.8333 0.0000 0.0000
L31 358.8333 358.8333 0.0000 0.0000
L32 28.1736 28.1736 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.0833 352.5833 0.0000 0.0000
L35 5.7500 5.7917 0.0000 0.0000
L36 41.9861 42.0417 0.0000 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 329.4583 359.0000 0.0000 0.0000
L38 0.0417 5.0417 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 25.8194 30.2917 0.0000 0.0000
4243 291.9375 291.9375 0.1250 0.0000
4344 3.7083 3.7083 0.0417 0.0000
6869 2.6786 3.5258 0.0000 0.0000
4445 319.0278 357.5833 0.0000 0.0000
4546 239.7917 239.7917 0.1250 0.0000
4647 0.0000 2.3333 0.0000 0.0000
4754 4.2292 24.2500 0.0000 0.0000
4849 0.0000 0.0000 0.0000 0.0000
5051 0.0000 0.0000 0.9167 0.0000
5253 18.4514 29.9167 15.1250 0.0000
5354 318.0833 350.5000 0.4583 0.0000
5462 311.4444 356.7500 0.0000 0.0000
5657 0.0000 0.0000 0.0000 0.0000
5758 0.0000 0.0000 0.0000 0.0000
5859 358.5000 358.5000 0.9583 0.0000
5960 311.1667 311.1667 0.0000 0.0000
6061 22.6667 22.7083 0.0000 0.0000
6162 349.1389 349.1667 5.7500 0.0000
6465 353.0000 353.1667 0.2917 0.0000
6566 255.9474 358.6667 0.0000 0.0000
6667 0.0417 351.2500 0.0000 0.0000
L595 249.0000 358.1667 0.0000 0.0000
L598 311.8194 359.5000 1.1667 0.0000
5556ova 348.3056 348.6944 3.1389 0.0000
5556unda 1.9375 7.8750 342.3750 0.0000
5663ova 0.2153 0.2153 0.0000 0.0000
5663und 0.0000 0.0000 342.0208 0.0000
6364ova 0.0000 0.0000 345.2917 0.0000
6364und 332.9722 333.1389 10.1389 0.0000
6264ova 0.0000 0.0000 0.0000 0.0000
6264und 1.5000 312.8889 0.0000 0.0000
6768ova 0.0000 0.0000 0.0000 0.0000
6768und 0.0000 298.5417 0.8333 0.0000
4950ova 0.0000 0.0000 0.0000 0.0000
4950und 0.9167 349.5417 0.0000 0.0000
5152ova 0.0000 0.0000 0.0000 0.0000
5152und 140.4583 348.3472 0.1250 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
L1 0.0329 0.9108 0.0317 0.0000 0.6687 0.0000 0.0000 0.7342 0.0000 0.0004 7.7093 0.0002 0.5837
L2 0.0000 0.7871 0.0000 0.0000 0.6648 0.0000 0.0000 0.8445 0.0000 0.0000 9.2897 0.0000 0.5359
L3 0.0000 0.4910 0.0000 0.0000 0.6568 0.0000 0.0000 1.3377 0.0000 0.0000 21.4038 0.0000 0.6734
L4 0.0819 0.5815 0.0887 0.0002 1.2865 0.0004 0.0019 2.2123 0.0046 0.0304 35.3975 0.0732 0.7572
L5 0.0000 0.5615 0.0000 0.0000 1.2764 0.0000 0.0000 2.2734 0.0000 0.0000 22.7343 0.0000 0.6979
L6 0.0837 0.4176 0.1234 0.0321 1.2173 0.0274 0.3839 2.9147 0.2218 3.9153 29.7296 2.2622 0.9377
L7 0.0131 0.1329 0.0272 0.0013 1.2677 0.0057 0.0969 9.5415 0.2084 1.0175 100.1857 2.1877 1.4496
L8 0.0046 0.0748 0.0093 0.0002 1.4322 0.0004 0.0379 19.1511 0.0397 0.3793 191.5105 0.3966 1.9208
L9 0.2660 0.4798 0.4656 0.4726 0.9099 0.0308 1.7766 1.8962 0.0661 17.7659 18.9620 0.6609 0.2378
L10 0.1486 0.3212 0.1503 0.0805 1.2123 0.1203 0.5415 3.7743 0.8002 5.4152 37.7434 8.0015 0.5242
L11 0.0280 0.1845 0.0562 0.0176 1.3677 0.0404 0.6284 7.4117 0.7181 10.3681 122.2925 11.8493 1.1878
L12 0.0135 0.1100 0.0275 0.0065 1.4230 0.0117 0.4859 12.9349 0.4265 8.0169 213.4254 7.0370 1.7750
L13 0.0150 0.1345 0.0308 0.0157 1.9445 0.0305 1.0461 14.4524 0.9897 18.3061 252.9169 17.3192 2.3655
L14 0.0000 0.2450 0.4534 0.0000 0.0957 1.8917 0.0000 0.3906 4.1723 0.0000 3.9064 41.7232 0.4070
L15 0.2511 0.5881 0.2396 0.1867 1.6564 0.1427 0.7436 2.8164 0.5956 9.6665 36.6132 7.7433 0.4483
L24 0.0000 0.6470 0.0000 0.0000 1.9683 0.0000 0.0000 3.0422 0.0000 0.0000 60.8435 0.0000 0.5281
L25 0.2909 0.6373 0.2038 0.0965 2.4234 0.0645 0.3316 3.8024 0.3165 5.3052 60.8391 5.0634 0.6463
L26 0.0000 0.9034 0.0000 0.0000 2.5696 0.0000 0.0000 2.8444 0.0000 0.0000 42.6663 0.0000 0.6712
L27 0.0000 0.7908 0.0672 0.0000 2.5634 0.0037 0.0000 3.2414 0.0554 0.0000 47.0004 0.8034 0.7484
L28 0.0000 0.5713 0.0000 0.0000 0.5056 0.0000 0.0000 0.8850 0.0000 0.0000 118.5843 0.0000 0.2658
L29 0.0000 0.8383 0.0000 0.0000 1.0340 0.0000 0.0000 1.2334 0.0000 0.0000 194.8808 0.0000 0.2951
L30 0.0000 0.5907 0.0000 0.0000 1.2765 0.0000 0.0000 2.1609 0.0000 0.0000 324.1346 0.0000 0.4041
L31 0.0000 0.5058 0.0000 0.0000 1.9057 0.0000 0.0000 3.7676 0.0000 0.0000 335.3126 0.0000 0.6992
L32 0.0000 0.8158 0.0000 0.0000 2.0105 0.0000 0.0000 2.4645 0.0000 0.0000 51.7543 0.0000 0.7975
L33 0.0851 0.3619 0.0850 0.0022 0.2809 0.0007 0.0264 0.7763 0.0086 0.2641 7.7628 0.0865 0.2753
L34 0.0000 0.2638 0.2009 0.0000 2.0073 0.1294 0.0000 7.6092 0.6443 0.0000 133.1607 11.2749 0.7801
L35 0.0000 0.6970 0.0918 0.0000 2.1342 0.0000 0.0000 3.0619 0.0004 0.0000 65.8317 0.0087 0.7249
L36 0.1849 0.9975 0.0000 0.0042 2.2327 0.0000 0.0225 2.2384 0.0000 0.4052 40.2909 0.0000 0.6500
W2637 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
L37 0.0606 0.4607 0.0000 0.0105 2.2846 0.0000 0.1731 4.9591 0.0000 4.0679 116.5395 0.0000 0.8583
L38 0.1027 0.8668 0.0349 0.0533 4.4877 0.0002 0.5185 5.1774 0.0052 7.2583 72.4831 0.0733 0.9861
L39 0.0000 0.7123 0.1591 0.0000 4.5048 0.0082 0.0000 6.3245 0.0515 0.0000 63.2448 0.5148 0.8192
L41 0.2353 0.5745 0.2283 0.0939 4.2901 0.0782 0.3991 7.4673 0.3425 21.7519 406.9653 18.6639 0.9371
4243 0.2300 0.9201 0.2638 0.3371 4.0687 0.2500 1.4657 4.4218 0.9477 87.9410 265.3083 56.8595 0.9303
4344 0.3713 1.0724 0.2443 0.7251 3.7174 0.1150 1.9530 3.4664 0.4710 97.6476 173.3190 23.5503 0.8419
6869 0.0000 0.4445 0.0000 0.0000 3.8297 0.0000 0.0000 8.6156 0.0000 0.0000 172.3121 0.0000 1.1470
4445 0.0000 0.5013 0.0000 0.0000 4.6023 0.0000 0.0000 9.1810 0.0000 0.0000 302.9727 0.0000 0.8316
4546 0.5542 1.4337 0.2834 1.4007 3.2558 0.0132 2.5277 2.2710 0.0466 63.1922 56.7739 1.1643 0.9527
4647 0.0664 0.9402 0.0787 0.0002 4.6285 0.0005 0.0023 4.9228 0.0058 0.0469 98.4557 0.1165 0.9359
4754 0.3361 0.7050 0.4017 0.2302 3.9786 0.3689 0.6848 5.6430 0.9184 21.2287 174.9315 28.4695 0.9359
4849 0.0000 0.8172 0.0000 0.0000 0.7941 0.0000 0.0000 0.9718 0.0000 0.0000 11.6615 0.0000 0.2700
5051 0.5106 0.8461 0.0000 0.0230 1.1313 0.0000 0.0450 1.3370 0.0000 0.8555 25.4035 0.0000 0.2107
5253 0.1090 0.6462 0.2394 0.0036 1.2275 0.0326 0.0328 1.8996 0.1360 0.6555 37.9913 2.7209 0.4288
5354 0.0410 0.0798 0.0550 0.0295 1.1499 0.0651 0.7192 14.4095 1.1846 20.8567 417.8749 34.3531 0.7569
5462 0.1061 0.1828 0.0507 0.1647 4.1894 0.0389 1.5517 22.9194 0.7684 18.6208 275.0327 9.2203 1.0574
5657 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5758 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5859 0.0000 0.5983 0.0000 0.0000 0.2650 0.0000 0.0000 0.4429 0.0000 0.0000 7.9717 0.0000 0.1283
5960 0.1580 0.6040 0.1129 0.0003 0.3521 0.0000 0.0017 0.5829 0.0004 0.0297 9.9094 0.0072 0.1264
6061 0.0960 0.2646 0.0000 0.0005 0.3496 0.0000 0.0055 1.3209 0.0000 0.0604 14.5296 0.0000 0.1613
6162 0.0603 0.2277 0.0000 0.0725 0.3974 0.0000 1.2022 1.7452 0.0000 36.0667 52.3563 0.0000 0.9501
6465 0.2142 0.7313 0.3434 0.0055 4.6296 0.0656 0.0256 6.3306 0.1910 0.8201 202.5792 6.1118 1.0638
6566 0.0000 0.3795 0.2869 0.0000 3.1533 1.2792 0.0000 8.3091 4.4583 0.0000 290.8175 156.0416 1.4269
6667 0.0979 0.1736 0.0848 1.4884 2.0947 0.4075 15.2068 12.0639 4.8048 760.3376 603.1931 240.2417 1.6560
L595 0.0849 0.1444 0.0385 0.2173 4.1727 0.0520 2.5596 28.8926 1.3501 15.3573 173.3553 8.1008 1.3182
5556ova 0.0000 1.0978 0.0000 0.0000 0.1056 0.0000 0.0000 0.0962 0.0000 0.0000 1.5396 0.0000 0.1072
5663ova 0.0000 0.9489 0.0000 0.0000 0.1757 0.0000 0.0000 0.1852 0.0000 0.0000 15.3701 0.0000 0.1128
6364ova 0.0219 0.2563 0.0219 0.0000 0.0288 0.0000 0.0000 0.1124 0.0000 0.0004 12.3635 0.0004 0.0115
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4950ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
*========================================================*
| Table E14a - Natural Channel Encroachment Information |
*========================================================*
<------- Existing Conveyance Condition -------> <----- Encroachment Conveyance Condition -----> <- % Volume --> <-- Encroachment Data -->
Conduit Left Centre Right Total Left Right Left Centre Right Total Left Right Reduction Depth
Name Bank Channel Bank Station Station Bank Channel Bank Station Station Left Right Incr. Method
---------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -----------------
L1 .37E-05 2.0128 .16E-05 2.0128 9.9800 12.509 .37E-05 2.0128 .16E-05 2.0128 9.9800 12.509 0.0000 0.0000 0.0000 None
L2 0.0000 2.2552 0.0000 2.2552 2.8088 5.9607 0.0000 2.2552 0.0000 2.2552 2.8088 5.9607 0.0000 0.0000 0.0000 None
L3 0.0000 4.1608 0.0000 4.1608 5.6492 9.6222 0.0000 4.1608 0.0000 4.1608 5.6492 9.6222 0.0000 0.0000 0.0000 None
L4 .000943 7.8105 .002463 7.8139 5.1197 10.894 .000943 7.8105 .002463 7.8139 5.1197 10.894 0.0000 0.0000 0.0000 None
L5 0.0000 8.0138 0.0000 8.0138 7.6104 13.288 0.0000 8.0138 0.0000 8.0138 7.6104 13.288 0.0000 0.0000 0.0000 None
L6 1.6099 60.989 1.3710 63.970 7.3538 15.240 1.6099 60.989 1.3710 63.970 7.3538 15.240 0.0000 0.0000 0.0000 None
L7 0.2438 242.83 1.0846 244.16 5.1811 18.546 0.2438 242.83 1.0846 244.16 5.1811 18.546 0.0000 0.0000 0.0000 None
L8 0.06812 555.07 0.1429 555.29 6.4283 25.793 0.06812 555.07 0.1429 555.29 6.4283 25.793 0.0000 0.0000 0.0000 None
L9 4.2222 8.1286 0.2749 12.626 3.9720 30.368 4.2222 8.1286 0.2749 12.626 3.9720 30.368 0.0000 0.0000 0.0000 None
L10 2.1722 32.718 3.2455 38.136 10.434 22.753 2.1722 32.718 3.2455 38.136 10.434 22.753 0.0000 0.0000 0.0000 None
L11 2.3932 185.81 5.4839 193.68 6.7696 21.306 2.3932 185.81 5.4839 193.68 6.7696 21.306 0.0000 0.0000 0.0000 None
L12 1.8077 393.11 3.2369 398.15 6.9102 22.259 1.8077 393.11 3.2369 398.15 6.9102 22.259 0.0000 0.0000 0.0000 None
L13 4.0535 502.20 7.8689 514.12 3.5906 21.916 4.0535 502.20 7.8689 514.12 3.5906 21.916 0.0000 0.0000 0.0000 None
L14 0.0000 1.7147 33.891 35.605 4.5392 25.258 0.0000 1.7147 33.891 35.605 4.5392 25.258 0.0000 0.0000 0.0000 None
L15 1.8182 16.127 1.3892 19.334 3.1826 15.848 1.8182 16.127 1.3892 19.334 3.1826 15.848 0.0000 0.0000 0.0000 None
L24 0.0000 12.518 0.0000 12.518 6.0013 17.181 0.0000 12.518 0.0000 12.518 6.0013 17.181 0.0000 0.0000 0.0000 None
L25 0.9290 23.340 0.6211 24.890 3.6690 14.555 0.9290 23.340 0.6211 24.890 3.6690 14.555 0.0000 0.0000 0.0000 None
L26 0.0000 15.740 0.0000 15.740 6.2310 12.938 0.0000 15.740 0.0000 15.740 6.2310 12.938 0.0000 0.0000 0.0000 None
L27 0.0000 38.429 0.05582 38.484 11.895 19.736 0.0000 38.429 0.05582 38.484 11.895 19.736 0.0000 0.0000 0.0000 None
L28 0.0000 2.9027 0.0000 2.9027 27.671 32.329 0.0000 2.9027 0.0000 2.9027 27.671 32.329 0.0000 0.0000 0.0000 None
L29 0.0000 4.5901 0.0000 4.5901 24.320 29.680 0.0000 4.5901 0.0000 4.5901 24.320 29.680 0.0000 0.0000 0.0000 None
L30 0.0000 10.050 0.0000 10.050 26.653 33.347 0.0000 10.050 0.0000 10.050 26.653 33.347 0.0000 0.0000 0.0000 None
L31 0.0000 20.902 0.0000 20.902 25.504 34.496 0.0000 20.902 0.0000 20.902 25.504 34.496 0.0000 0.0000 0.0000 None
L32 0.0000 10.419 0.0000 10.419 9.3135 15.494 0.0000 10.419 0.0000 10.419 9.3135 15.494 0.0000 0.0000 0.0000 None
L33 0.01192 1.4902 .003898 1.5060 10.302 17.291 0.01192 1.4902 .003898 1.5060 10.302 17.291 0.0000 0.0000 0.0000 None
L34 0.0000 36.531 2.3551 38.886 4.1589 22.482 0.0000 36.531 2.3551 38.886 4.1589 22.482 0.0000 0.0000 0.0000 None
L35 0.0000 6.9288 .000120 6.9290 9.2532 29.454 0.0000 6.9288 .000120 6.9290 9.2532 29.454 0.0000 0.0000 0.0000 None
L36 0.02974 15.950 0.0000 15.980 5.3999 17.880 0.02974 15.950 0.0000 15.980 5.3999 17.880 0.0000 0.0000 0.0000 None
W2637 0.0000 0.0000 0.0000 0.0000 9.3000 9.3000 0.0000 0.0000 0.0000 0.0000 9.3000 9.3000 0.0000 0.0000 0.0000 None
L37 0.3114 67.789 0.0000 68.101 5.9989 17.379 0.3114 67.789 0.0000 68.101 5.9989 17.379 0.0000 0.0000 0.0000 None
L38 0.9135 76.957 .003131 77.874 21.696 34.987 0.9135 76.957 .003131 77.874 21.696 34.987 0.0000 0.0000 0.0000 None
L39 0.0000 40.474 0.07360 40.548 23.244 35.970 0.0000 40.474 0.07360 40.548 23.244 35.970 0.0000 0.0000 0.0000 None
L41 1.1630 53.121 0.9679 55.252 20.985 35.558 1.1630 53.121 0.9679 55.252 20.985 35.558 0.0000 0.0000 0.0000 None
4243 3.5036 42.294 2.5988 48.397 22.687 39.559 3.5036 42.294 2.5988 48.397 22.687 39.559 0.0000 0.0000 0.0000 None
4344 7.1319 36.566 1.1317 44.829 21.162 37.532 7.1319 36.566 1.1317 44.829 21.162 37.532 0.0000 0.0000 0.0000 None
6869 0.0000 42.709 0.0000 42.709 26.969 40.158 0.0000 42.709 0.0000 42.709 26.969 40.158 0.0000 0.0000 0.0000 None
4445 0.0000 86.757 0.0000 86.757 12.959 29.806 0.0000 86.757 0.0000 86.757 12.959 29.806 0.0000 0.0000 0.0000 None
4546 13.536 31.463 0.1275 45.127 11.408 24.484 13.536 31.463 0.1275 45.127 11.408 24.484 0.0000 0.0000 0.0000 None
4647 .002226 66.187 .006552 66.196 11.098 19.808 .002226 66.187 .006552 66.196 11.098 19.808 0.0000 0.0000 0.0000 None
4754 4.9437 85.448 7.9239 98.316 18.373 33.189 4.9437 85.448 7.9239 98.316 18.373 33.189 0.0000 0.0000 0.0000 None
4849 0.0000 5.6576 0.0000 5.6576 23.115 29.273 0.0000 5.6576 0.0000 5.6576 23.115 29.273 0.0000 0.0000 0.0000 None
5051 0.1868 9.1927 0.0000 9.3795 14.873 21.890 0.1868 9.1927 0.0000 9.3795 14.873 21.890 0.0000 0.0000 0.0000 None
5253 0.08975 30.850 0.8184 31.758 11.128 17.908 0.08975 30.850 0.8184 31.758 11.128 17.908 0.0000 0.0000 0.0000 None
5354 5.9172 230.83 13.075 249.82 7.5373 33.081 5.9172 230.83 13.075 249.82 7.5373 33.081 0.0000 0.0000 0.0000 None
5462 11.267 286.60 2.6628 300.53 7.6171 35.780 11.267 286.60 2.6628 300.53 7.6171 35.780 0.0000 0.0000 0.0000 None
5657 0.0000 0.0000 0.0000 0.0000 29.900 29.900 0.0000 0.0000 0.0000 0.0000 29.900 29.900 0.0000 0.0000 0.0000 None
5758 0.0000 0.0000 0.0000 0.0000 20.000 20.000 0.0000 0.0000 0.0000 0.0000 20.000 20.000 0.0000 0.0000 0.0000 None
5859 0.0000 1.6199 0.0000 1.6199 7.7294 12.015 0.0000 1.6199 0.0000 1.6199 7.7294 12.015 0.0000 0.0000 0.0000 None
5960 .001608 2.0502 .000278 2.0521 7.9678 16.051 .001608 2.0502 .000278 2.0521 7.9678 16.051 0.0000 0.0000 0.0000 None
6061 .009379 6.2189 0.0000 6.2283 14.386 26.152 .009379 6.2189 0.0000 6.2283 14.386 26.152 0.0000 0.0000 0.0000 None
6162 4.0381 22.146 0.0000 26.184 1.8364 11.102 4.0381 22.146 0.0000 26.184 1.8364 11.102 0.0000 0.0000 0.0000 None
6465 0.09105 76.775 1.0876 77.953 28.905 43.617 0.09105 76.775 1.0876 77.953 28.905 43.617 0.0000 0.0000 0.0000 None
6566 0.0000 116.14 47.114 163.25 6.3130 25.046 0.0000 116.14 47.114 163.25 6.3130 25.046 0.0000 0.0000 0.0000 None
6667 129.24 181.89 35.380 346.51 4.9368 40.708 129.24 181.89 35.380 346.51 4.9368 40.708 0.0000 0.0000 0.0000 None
L595 21.959 421.61 5.2507 448.82 6.6553 36.716 21.959 421.61 5.2507 448.82 6.6553 36.716 0.0000 0.0000 0.0000 None
5556ova 0.0000 0.6689 0.0000 0.6689 9.1285 10.924 0.0000 0.6689 0.0000 0.6689 9.1285 10.924 0.0000 0.0000 0.0000 None
5663ova 0.0000 1.3444 0.0000 1.3444 9.1248 12.409 0.0000 1.3444 0.0000 1.3444 9.1248 12.409 0.0000 0.0000 0.0000 None
6364ova .29E-06 0.1143 .29E-06 0.1143 0.09943 9.9006 .29E-06 0.1143 .29E-06 0.1143 0.09943 9.9006 0.0000 0.0000 0.0000 None
6264ova 0.0000 0.0000 0.0000 0.0000 51.700 51.700 0.0000 0.0000 0.0000 0.0000 51.700 51.700 0.0000 0.0000 0.0000 None
6768ova 0.0000 0.0000 0.0000 0.0000 31.100 31.100 0.0000 0.0000 0.0000 0.0000 31.100 31.100 0.0000 0.0000 0.0000 None
4950ova 0.0000 0.0000 0.0000 0.0000 18.400 18.400 0.0000 0.0000 0.0000 0.0000 18.400 18.400 0.0000 0.0000 0.0000 None
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
*==================================*
| Table E14b - Floodplain Mapping |
*==================================*
Conduit Upstream Downstream Channel Center <----- Left Offsets ------> <----- Right Offsets ------> <- Channel Widths->
Name WS Elev. WS Elev. Length Station Natural Encroach Bank Natural Encroach Bank Total Encroach.
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
L1 103.4723 102.2127 10.5000 11.7000 1.7200 1.7200 1.7000 0.8092 0.8092 0.8000 2.5292 2.5292
L2 102.2127 100.9551 11.0000 4.2000 1.3912 1.3912 2.7000 1.7607 1.7607 2.3000 3.1519 3.1519
L3 100.9551 100.2378 16.0000 7.4000 1.7508 1.7508 2.6000 2.2222 2.2222 3.3000 3.9731 3.9731
L4 100.2378 99.7737 16.0000 6.5000 1.3803 1.3803 1.3000 4.3937 4.3937 4.2000 5.7740 5.7740
L5 99.7737 99.5131 10.0000 11.5000 3.8896 3.8896 5.5000 1.7880 1.7880 2.4000 5.6776 5.6776
L6 99.5131 99.5191 10.2000 12.1000 4.7462 4.7462 2.6000 3.1400 3.1400 1.9000 7.8863 7.8863
L7 99.5191 99.5199 10.5000 11.9000 6.7189 6.7189 6.0000 6.6457 6.6457 5.1000 13.3646 13.3646
L8 99.5199 99.5201 10.0000 14.5000 8.0717 8.0717 7.6000 11.2932 11.2932 10.8000 19.3649 19.3649
L9 99.5201 99.3694 10.0000 27.5000 23.5280 23.5280 8.2000 2.8683 2.8683 2.2000 26.3962 26.3962
L10 98.8314 97.5808 10.0000 19.7000 9.2660 9.2660 7.2000 3.0528 3.0528 0.0000 12.3188 12.3188
L11 97.5808 97.5813 16.5000 12.9000 6.1304 6.1304 3.5000 8.4062 8.4062 5.4000 14.5366 14.5366
L12 97.5813 97.5814 16.5000 15.0000 8.0898 8.0898 6.0000 7.2588 7.2588 5.5000 15.3486 15.3486
L13 97.5814 97.5818 17.5000 12.5000 8.9094 8.9094 4.6000 9.4157 9.4157 5.5000 18.3251 18.3251
L14 97.5818 97.5213 10.0000 5.0000 0.4608 0.4608 0.6000 20.2577 20.2577 1.4000 20.7185 20.7185
L15 94.8099 94.5874 13.0000 6.5000 3.3174 3.3174 0.0000 9.3480 9.3480 6.5000 12.6653 12.6653
L24 94.5874 94.0839 20.0000 16.8000 10.7987 10.7987 11.2000 0.3806 0.3806 0.8000 11.1793 11.1793
L25 94.0839 93.6677 16.0000 4.7000 1.0310 1.0310 0.0000 9.8555 9.8555 7.9000 10.8865 10.8865
L26 93.6677 93.2012 15.0000 7.8000 1.5690 1.5690 2.6000 5.1376 5.1376 7.2000 6.7067 6.7067
L27 93.2012 93.0087 14.5000 13.7000 1.8047 1.8047 3.4000 6.0357 6.0357 5.1000 7.8404 7.8404
L28 120.7305 113.8072 134.0000 31.0000 3.3291 3.3291 11.0000 1.3291 1.3291 19.0000 4.6582 4.6582
L29 113.8072 105.7889 158.0000 28.5000 4.1802 4.1802 16.5000 1.1802 1.1802 19.5000 5.3605 5.3605
L30 105.7889 98.0293 150.0000 32.0000 5.3471 5.3471 12.0000 1.3471 1.3471 17.0000 6.6942 6.6942
L31 98.0293 95.6280 89.0000 30.0000 4.4963 4.4963 10.0000 4.4963 4.4963 19.0000 8.9926 8.9926
L32 95.6280 94.8286 21.0000 13.6000 4.2865 4.2865 4.3000 1.8940 1.8940 1.9000 6.1806 6.1806
L33 97.8358 97.2912 10.0000 13.8000 3.4983 3.4983 2.0000 3.4905 3.4905 3.0000 6.9889 6.9889
L34 94.8286 94.7760 17.5000 16.7000 12.5411 12.5411 12.7000 5.7821 5.7821 3.8000 18.3231 18.3231
L35 94.7760 93.5448 21.5000 11.0000 1.7468 1.7468 2.0000 18.4540 18.4540 18.4000 20.2007 20.2007
L36 93.5448 93.0268 18.0000 6.8000 1.4001 1.4001 1.1000 11.0797 11.0797 21.1000 12.4798 12.4798
W2637 93.0268 93.0268 10.0000 9.3000 0.0000 0.0000 0.0000 0.0000 0.0000 3.9000 0.0000 0.0000
L37 93.0268 93.0087 23.5000 11.3000 5.3011 5.3011 4.1000 6.0793 6.0793 6.8000 11.3804 11.3804
L38 93.0087 92.9385 14.0000 30.6000 8.9041 8.9041 5.1000 4.3869 4.3869 4.2000 13.2910 13.2910
L39 92.8098 92.9385 10.0000 30.7000 7.4563 7.4563 9.7000 5.2697 5.2697 4.8000 12.7260 12.7260
L41 92.8098 92.4290 54.5000 32.5000 11.5148 11.5148 10.3000 3.0584 3.0584 2.0000 14.5732 14.5732
4243 92.4290 91.5677 60.0000 31.0000 8.3127 8.3127 1.5000 8.5593 8.5593 5.0000 16.8720 16.8720
4344 91.5677 90.7325 50.0000 32.0000 10.8384 10.8384 2.0000 5.5316 5.5316 3.4000 16.3701 16.3701
6869 88.9871 88.8267 20.0000 36.0000 9.0306 9.0306 13.2000 4.1577 4.1577 5.8000 13.1883 13.1883
4445 90.7325 90.6481 33.0000 26.4000 13.4414 13.4414 21.8000 3.4058 3.4058 8.0000 16.8472 16.8472
4546 90.6481 90.3098 25.0000 22.1000 10.6924 10.6924 1.7000 2.3838 2.3838 2.0000 13.0762 13.0762
4647 90.3098 90.2187 20.0000 11.8000 0.7021 0.7021 0.6000 8.0082 8.0082 7.8000 8.7103 8.7103
4754 90.2187 90.1622 31.0000 28.6000 10.2274 10.2274 7.1000 4.5895 4.5895 1.4000 14.8169 14.8169
4849 90.8878 90.6292 12.0000 26.3000 3.1851 3.1851 4.6000 2.9730 2.9730 3.7000 6.1580 6.1580
5051 90.5616 90.2557 19.0000 21.4000 6.5273 6.5273 6.1000 0.4899 0.4899 5.4600 7.0172 7.0172
5253 90.2089 90.1626 20.0000 14.4000 3.2721 3.2721 2.8000 3.5077 3.5077 2.7700 6.7798 6.7798
5354 90.1626 90.1622 29.0000 30.3000 22.7627 22.7627 20.1000 2.7814 2.7814 0.0000 25.5441 25.5441
5462 90.1622 90.1607 12.0000 13.9000 6.2829 6.2829 2.9000 21.8800 21.8800 20.0000 28.1629 28.1629
5657 99.2300 99.2300 6.0000 29.9000 0.0000 0.0000 29.8000 0.0000 0.0000 0.0000 0.0000 0.0000
5758 99.2300 92.5501 50.0000 20.0000 0.0000 0.0000 15.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5859 92.5501 91.7494 18.0000 8.4000 0.6706 0.6706 2.3000 3.6153 3.6153 5.5000 4.2859 4.2859
5960 91.7494 91.2538 17.0000 10.1000 2.1322 2.1322 2.0000 5.9515 5.9515 5.9000 8.0837 8.0837
6061 91.2538 90.9363 11.0000 25.0000 10.6139 10.6139 10.4000 1.1524 1.1524 1.5000 11.7663 11.7663
6162 90.8889 90.1607 30.0000 9.3000 7.4636 7.4636 1.3000 1.8022 1.8022 2.0000 9.2658 The text continues on section 5.