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d100y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 08:44.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\churchie\develop.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\churchst\Flows.int
Input File to Layer # 2 C:\XPS\churchst\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=6.0 6.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 54
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 71
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 71
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 433
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 62
Number of Storage junctions in Extran (NVSE)........ 1
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 3
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 54
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 71
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
CHURCH STREET, POMONA
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 6.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 12
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 100.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N48#1 N48 40.000 1.7000 100.0010.000 0.025 0.100 0.000 0.000 0.00
2 N48#2 N48 80.000 1.6900 0.10 9.000 0.025 0.100 0.000 0.000 0.00
3 N50#1 N50 37.000 1.1100 100.0010.000 0.025 0.100 0.000 0.000 0.00
4 N50#2 N50 39.000 .40000E-01 0.10 9.000 0.025 0.100 0.000 0.000 0.00
5 N52#1 N52 24.000 .17000 100.0010.000 0.025 0.100 0.000 0.000 0.00
6 N52#2 N52 31.000 .18000 0.1010.000 0.025 0.100 0.000 0.000 0.00
7 N1#1 N1 10.000 .23000 100.0010.000 0.025 0.100 0.000 0.000 0.00
8 N1#2 N1 130.00 2.3300 10.0012.000 0.025 0.100 0.000 0.000 0.00
9 N4#1 N4 10.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
10 N4#2 N4 112.00 1.5700 30.0012.000 0.025 0.100 0.000 0.000 0.00
11 N8#1 N8 10.000 .60000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
12 N8#2 N8 43.000 .54000 45.0010.000 0.025 0.100 0.000 0.000 0.00
13 N13#1 N13 30.000 .71000 100.0010.000 0.025 0.100 0.000 0.000 0.00
14 N13#2 N13 89.000 1.3300 35.0010.000 0.025 0.100 0.000 0.000 0.00
15 N25#1 N25 57.000 1.1300 100.0010.000 0.025 0.100 0.000 0.000 0.00
16 N25#2 N25 113.00 1.1300 0.1010.000 0.025 0.100 0.000 0.000 0.00
17 N28#1 N28 10.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
18 N28#2 N28 79.000 2.8700 0.1022.000 0.025 0.100 0.000 0.000 0.00
19 N29#1 N29 10.000 .25000 100.0010.000 0.025 0.100 0.000 0.000 0.00
20 N29#2 N29 146.00 2.2400 10.0012.000 0.025 0.100 0.000 0.000 0.00
21 N30#1 N30 16.000 .40000 100.0010.000 0.025 0.100 0.000 0.000 0.00
22 N30#2 N30 22.700 3.5800 10.0012.000 0.025 0.100 0.000 0.000 0.00
23 N31#1 N31 48.000 1.0000 100.0010.000 0.025 0.100 0.000 0.000 0.00
24 N31#2 N31 177.00 2.7200 35.00 9.000 0.025 0.100 0.000 0.000 0.00
25 N32#1 N32 56.000 .50000 100.0010.000 0.025 0.100 0.000 0.000 0.00
26 N32#2 N32 111.00 .50000 0.0013.000 0.025 0.100 0.000 0.000 0.00
27 N33#1 N33 46.000 .41000 100.0010.000 0.025 0.100 0.000 0.000 0.00
28 N33#2 N33 68.000 .41000 0.10 9.000 0.025 0.100 0.000 0.000 0.00
29 N36#1 N36 36.000 .36000 100.0010.000 0.025 0.100 0.000 0.000 0.00
30 N36#2 N36 73.000 .37000 0.1012.000 0.025 0.100 0.000 0.000 0.00
31 N42#1 N42 35.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
32 N42#2 N42 68.000 .67000 0.1011.000 0.025 0.100 0.000 0.000 0.00
33 N44#1 N44 17.000 .31000 100.0010.000 0.025 0.100 0.000 0.000 0.00
34 N44#2 N44 36.000 .32000 0.1011.000 0.025 0.100 0.000 0.000 0.00
35 N45#1 N45 8.0000 .13000 100.0010.000 0.025 0.100 0.000 0.000 0.00
36 N45#2 N45 28.000 .37000 0.1011.000 0.025 0.100 0.000 0.000 0.00
37 N47#1 N47 7.0000 .40000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
38 N47#2 N47 29.000 .41000 0.0410.000 0.025 0.100 0.000 0.000 0.00
39 N55#1 N55 35.000 .60000 1.0010.000 0.025 0.100 0.000 0.000 0.00
40 N55#2 N55 70.000 .61000 0.1012.000 0.025 0.100 0.000 0.000 0.00
41 N56#1 N56 9.0000 .21000 100.0010.000 0.025 0.100 0.000 0.000 0.00
42 N56#2 N56 17.000 .21000 0.1011.000 0.025 0.100 0.000 0.000 0.00
43 N63#1 N63 32.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
44 N63#2 N63 65.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
45 N64#1 N64 33.000 .74000 100.0010.000 0.025 0.100 0.000 0.000 0.00
46 N64#2 N64 69.000 .75000 0.1011.000 0.025 0.100 0.000 0.000 0.00
47 N66#1 N66 50.000 1.2000 100.0010.000 0.025 0.100 0.000 0.000 0.00
48 N66#2 N66 103.00 1.1900 0.1010.000 0.025 0.100 0.000 0.000 0.00
49 N58#1 N58 21.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
50 N58#2 N58 42.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
51 N59#1 N59 16.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
52 N59#2 N59 33.000 .13000 0.1011.000 0.025 0.100 0.000 0.000 0.00
53 N61#1 N61 20.000 .20000 100.0010.000 0.025 0.100 0.000 0.000 0.00
54 N61#2 N61 38.000 .20000 0.1011.000 0.025 0.100 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N48#1 0.1000 2.0000 2.0000
2 N48#2 0.1000 2.0000 2.0000
3 N50#1 0.1000 2.0000 2.0000
4 N50#2 0.1000 2.0000 2.0000
5 N52#1 0.1000 2.0000 2.0000
6 N52#2 0.1000 2.0000 2.0000
7 N1#1 0.1000 2.0000 2.0000
8 N1#2 0.1000 2.0000 2.0000
9 N4#1 0.1000 2.0000 2.0000
10 N4#2 0.1000 2.0000 2.0000
11 N8#1 0.1000 2.0000 2.0000
12 N8#2 0.1000 2.0000 2.0000
13 N13#1 0.1000 2.0000 2.0000
14 N13#2 0.1000 2.0000 2.0000
15 N25#1 0.1000 2.0000 2.0000
16 N25#2 0.1000 2.0000 2.0000
17 N28#1 0.1000 2.0000 2.0000
18 N28#2 0.1000 2.0000 2.0000
19 N29#1 0.1000 2.0000 2.0000
20 N29#2 0.1000 2.0000 2.0000
21 N30#1 0.1000 2.0000 2.0000
22 N30#2 0.1000 2.0000 2.0000
23 N31#1 0.1000 2.0000 2.0000
24 N31#2 0.1000 2.0000 2.0000
25 N32#1 0.1000 2.0000 2.0000
26 N32#2 0.1000 2.0000 2.0000
27 N33#1 0.1000 2.0000 2.0000
28 N33#2 0.1000 2.0000 2.0000
29 N36#1 0.1000 2.0000 2.0000
30 N36#2 0.1000 2.0000 2.0000
31 N42#1 0.1000 2.0000 2.0000
32 N42#2 0.1000 2.0000 2.0000
33 N44#1 0.1000 2.0000 2.0000
34 N44#2 0.1000 2.0000 2.0000
35 N45#1 0.1000 2.0000 2.0000
36 N45#2 0.1000 2.0000 2.0000
37 N47#1 0.1000 2.0000 2.0000
38 N47#2 0.1000 2.0000 2.0000
39 N55#1 0.1000 2.0000 2.0000
40 N55#2 0.1000 2.0000 2.0000
41 N56#1 0.1000 2.0000 2.0000
42 N56#2 0.1000 2.0000 2.0000
43 N63#1 0.1000 2.0000 2.0000
44 N63#2 0.1000 2.0000 2.0000
45 N64#1 0.1000 2.0000 2.0000
46 N64#2 0.1000 2.0000 2.0000
47 N66#1 0.1000 2.0000 2.0000
48 N66#2 0.1000 2.0000 2.0000
49 N58#1 0.1000 2.0000 2.0000
50 N58#2 0.1000 2.0000 2.0000
51 N59#1 0.1000 2.0000 2.0000
52 N59#2 0.1000 2.0000 2.0000
53 N61#1 0.1000 2.0000 2.0000
54 N61#2 0.1000 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N1#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N1#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N13#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N13#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N25#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N25#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N32#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N32#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N33#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N33#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N55#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N55#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N56#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N56#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N63#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N63#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N64#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N64#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N66#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N66#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N58#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N58#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N59#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N59#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N61#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N61#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 54
Total Tributary Area (hectares). 41.10
Impervious Area (hectares)...... 16.24
Pervious Area (hectares)........ 24.86
Total Width (hectares).......... 2634.70
Percent Imperviousness.......... 39.52
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N48 No Tributary Channel/Pipes
Tributary Subareas........ N48#1 N48#2
N50 No Tributary Channel/Pipes
Tributary Subareas........ N50#1 N50#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N1 No Tributary Channel/Pipes
Tributary Subareas........ N1#1 N1#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N13 No Tributary Channel/Pipes
Tributary Subareas........ N13#1 N13#2
N25 No Tributary Channel/Pipes
Tributary Subareas........ N25#1 N25#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N32 No Tributary Channel/Pipes
Tributary Subareas........ N32#1 N32#2
N33 No Tributary Channel/Pipes
Tributary Subareas........ N33#1 N33#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N44 No Tributary Channel/Pipes
Tributary Subareas........ N44#1 N44#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N55 No Tributary Channel/Pipes
Tributary Subareas........ N55#1 N55#2
N56 No Tributary Channel/Pipes
Tributary Subareas........ N56#1 N56#2
N63 No Tributary Channel/Pipes
Tributary Subareas........ N63#1 N63#2
N64 No Tributary Channel/Pipes
Tributary Subareas........ N64#1 N64#2
N66 No Tributary Channel/Pipes
Tributary Subareas........ N66#1 N66#2
N58 No Tributary Channel/Pipes
Tributary Subareas........ N58#1 N58#2
N59 No Tributary Channel/Pipes
Tributary Subareas........ N59#1 N59#2
N61 No Tributary Channel/Pipes
Tributary Subareas........ N61#1 N61#2
***********************************************************
* Hydrographs will be stored for the following 27 INLETS *
***********************************************************
N48 N50 N52 N1 N4 N8
N13 N25 N28 N29 N30 N31
N32 N33 N36 N42 N44 N45
N47 N55 N56 N63 N64 N66
N58 N59 N61
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 360
Final Julian Date = 1903001
Final time of day = 21600. seconds.
Final time of day = 6.00 hours.
Final running time = 6.0000 hours.
Final running time = 0.2500 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N48#1 1300 360 N48#2 2158 430 N50#1 1332 360
N50#2 2291 421 N52#1 1368 360 N52#2 2283 425
N1#1 1340 360 N1#2 2155 561 N4#1 1236 360
N4#2 2492 656 N8#1 1372 360 N8#2 2695 717
N13#1 1340 360 N13#2 2624 704 N25#1 1344 360
N25#2 2250 426 N28#1 1360 360 N28#2 2129 431
N29#1 1336 360 N29#2 2184 548 N30#1 1336 360
N30#2 2432 720 N31#1 1344 360 N31#2 2666 718
N32#1 1364 360 N32#2 1352 360 N33#1 1364 360
N33#2 2279 425 N36#1 1364 360 N36#2 2276 424
N42#1 1348 360 N42#2 2254 426 N44#1 1348 360
N44#2 2258 426 N45#1 1352 360 N45#2 2237 427
N47#1 1369 359 N47#2 2192 424 N55#1 2304 456
N55#2 2263 425 N56#1 1340 360 N56#2 2249 427
N63#1 1356 360 N63#2 2279 425 N64#1 1340 360
N64#2 2246 426 N66#1 1340 360 N66#2 2253 427
N58#1 1344 360 N58#2 2246 426 N59#1 1368 360
N59#2 2281 423 N61#1 1364 360 N61#2 2280 424
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 100.0000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 4.110000E+04 100.000
Total Infiltration 5.126413E+02 1.247
Total Evaporation 5.013631E+00 0.012
Surface Runoff from Watersheds 4.040377E+04 98.306
Total Water remaining in Surface Storage 1.956527E+02 0.476
Infiltration over the Pervious Area... 5.126413E+02 2.062
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 4.111708E+04 100.042
Total Precipitation + Initial Storage. 4.110000E+04 100.000
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............... -0.0415
****************************************************
* 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.............. 4.040377E+04 98.306
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 4.039343E+04 98.281
Initial Storage + Inflow.................... 4.040377E+04 98.306
Final Storage + Outflow + Diverted GW....... 4.039343E+04 98.281
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0256
##################################################
# 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).... 100.00000 100.00000 100.00000 100.00000 100.00000 100.00000
Max Intensity (mm/hr).. 260.40000 260.40000 260.40000 260.40000 260.40000 260.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 97.56824 0.00000 98.02847 0.00000 97.92315
Total Losses (mm)...... 0.00000 2.04212 0.00000 1.96687 0.00000 2.02132
Remaining Depth (mm)... 0.00000 0.38964 0.00000 0.00466 0.00000 0.05552
Peak Runoff Rate (cms). 0.00000 0.85458 0.00000 0.02860 0.00000 0.11876
Total Impervious Area
---------------------
Total Runoff Depth (mm) 99.88170 100.05810 99.94106 99.98536 100.05306 100.24430
Peak Runoff Rate (cms). 1.04624 0.00123 0.71885 0.00003 0.12158 0.00014
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 99.88170 100.05810 99.94106 99.98536 100.05306 100.24430
Peak Runoff Rate (cms). 1.04624 0.00123 0.71885 0.00003 0.12158 0.00014
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 99.88170 97.57073 99.94106 98.03042 100.05306 97.92548
Peak Runoff Rate (cms). 1.04624 0.85582 0.71885 0.02862 0.12158 0.11889
Unit Runoff (mm/hr).... 223.40581 183.82497 235.08584 259.76999 259.61530 239.77021
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).... 100.00000 100.00000 100.00000 100.00000 100.00000 100.00000
Max Intensity (mm/hr).. 260.40000 260.40000 260.40000 260.40000 260.40000 260.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 97.74784 0.00000 97.86579 0.00000 97.90349
Total Losses (mm)...... 0.00000 2.03708 0.00000 2.02958 0.00000 2.02486
Remaining Depth (mm)... 0.00000 0.21509 0.00000 0.10463 0.00000 0.07165
Peak Runoff Rate (cms). 0.00000 1.19484 0.00000 0.68800 0.00000 0.19244
Total Impervious Area
---------------------
Total Runoff Depth (mm) 99.97244 100.13232 99.75009 100.08666 100.06202 100.06526
Peak Runoff Rate (cms). 0.15341 0.16852 0.37408 0.34000 0.04307 0.17464
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 99.97244 100.13232 99.75009 100.08666 100.06202 100.06526
Peak Runoff Rate (cms). 0.15341 0.16852 0.37408 0.34000 0.04307 0.17464
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) 99.97244 97.98629 99.75009 98.53205 100.06202 98.87629
Peak Runoff Rate (cms). 0.15341 1.36336 0.37408 1.02800 0.04307 0.36708
Unit Runoff (mm/hr).... 242.12452 212.40598 202.67536 237.68616 260.59552 246.75964
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).... 100.00000 100.00000 100.00000 100.00000 100.00000 100.00000
Max Intensity (mm/hr).. 260.40000 260.40000 260.40000 260.40000 260.40000 260.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 97.85138 0.00000 97.84603 0.00000 97.51019
Total Losses (mm)...... 0.00000 2.03091 0.00000 2.03137 0.00000 2.04315
Remaining Depth (mm)... 0.00000 0.11771 0.00000 0.12260 0.00000 0.44665
Peak Runoff Rate (cms). 0.00000 0.53447 0.00000 0.69475 0.00000 1.40316
Total Impervious Area
---------------------
Total Runoff Depth (mm) 99.96948 100.06948 99.98653 100.16928 100.02313 100.04802
Peak Runoff Rate (cms). 0.47222 0.33495 0.76418 0.00085 0.08405 0.00209
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 99.96948 100.06948 99.98653 100.16928 100.02313 100.04802
Peak Runoff Rate (cms). 0.47222 0.33495 0.76418 0.00085 0.08405 0.00209
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) 99.96948 98.62771 99.98653 97.84835 100.02313 97.51273
Peak Runoff Rate (cms). 0.47222 0.86943 0.76418 0.69560 0.08405 1.40525
Unit Runoff (mm/hr).... 241.43331 237.29705 245.48762 223.45442 254.26402 177.73886
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).... 100.00000 100.00000 100.00000 100.00000 100.00000 100.00000
Max Intensity (mm/hr).. 260.40000 260.40000 260.40000 260.40000 260.40000 260.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 97.79332 0.00000 93.46289 0.00000 97.83547
Total Losses (mm)...... 0.00000 2.03491 0.00000 2.05020 0.00000 2.03221
Remaining Depth (mm)... 0.00000 0.17177 0.00000 4.48691 0.00000 0.13233
Peak Runoff Rate (cms). 0.00000 1.18878 0.00000 0.70615 0.00000 1.07849
Total Impervious Area
---------------------
Total Runoff Depth (mm) 99.96356 100.13891 99.96356 100.01129 99.98204 100.06508
Peak Runoff Rate (cms). 0.16533 0.16202 0.26453 0.24805 0.67329 0.68414
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 99.96356 100.13891 99.96356 100.01129 99.98204 100.06508
Peak Runoff Rate (cms). 0.16533 0.16202 0.26453 0.24805 0.67329 0.68414
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) 99.96356 98.02787 99.96356 94.11773 99.98204 98.61583
Peak Runoff Rate (cms). 0.16533 1.35080 0.26453 0.95420 0.67329 1.76263
Unit Runoff (mm/hr).... 240.06524 218.90352 240.06524 96.75376 244.40609 235.23565
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).... 100.00000 100.00000 100.00000 100.00000 100.00000 100.00000
Max Intensity (mm/hr).. 260.40000 260.40000 260.40000 260.40000 260.40000 260.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 97.95607 0.00000 97.91345 0.00000 97.94397
Total Losses (mm)...... 0.00000 2.01229 0.00000 2.02320 0.00000 2.01620
Remaining Depth (mm)... 0.00000 0.03163 0.00000 0.06336 0.00000 0.03982
Peak Runoff Rate (cms). 0.00000 0.34131 0.00000 0.26794 0.00000 0.24926
Total Impervious Area
---------------------
Total Runoff Depth (mm) 100.04040 0.00000 100.04049 100.23442 100.03398 100.26251
Peak Runoff Rate (cms). 0.35498 0.00000 0.29110 0.00031 0.25441 0.00029
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 100.04040 0.00000 100.04049 100.23442 100.03398 100.26251
Peak Runoff Rate (cms). 0.35498 0.01005 0.29110 0.00031 0.25441 0.00029
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) 100.04040 97.95607 100.04049 97.91577 100.03398 97.94629
Peak Runoff Rate (cms). 0.35498 0.34131 0.29110 0.26825 0.25441 0.24954
Unit Runoff (mm/hr).... 257.71647 247.79598 257.73327 237.50340 256.53567 244.82587
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).... 100.00000 100.00000 100.00000 100.00000 100.00000 100.00000
Max Intensity (mm/hr).. 260.40000 260.40000 260.40000 260.40000 260.40000 260.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 97.85767 0.00000 97.87500 0.00000 97.79370
Total Losses (mm)...... 0.00000 2.03036 0.00000 2.02861 0.00000 2.03489
Remaining Depth (mm)... 0.00000 0.11197 0.00000 0.09639 0.00000 0.17141
Peak Runoff Rate (cms). 0.00000 0.41606 0.00000 0.20177 0.00000 0.21803
Total Impervious Area
---------------------
Total Runoff Depth (mm) 99.98956 100.17904 99.99363 100.19480 100.00264 100.13294
Peak Runoff Rate (cms). 0.45446 0.00050 0.21112 0.00024 0.08932 0.00028
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 99.98956 100.17904 99.99363 100.19480 100.00264 100.13294
Peak Runoff Rate (cms). 0.45446 0.00050 0.21112 0.00024 0.08932 0.00028
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) 99.98956 97.85999 99.99363 97.87732 100.00264 97.79604
Peak Runoff Rate (cms). 0.45446 0.41657 0.21112 0.20201 0.08932 0.21830
Unit Runoff (mm/hr).... 246.22566 225.69376 247.21727 229.15655 249.42181 214.17262
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).... 100.00000 100.00000 100.00000 100.00000 100.00000 100.00000
Max Intensity (mm/hr).. 260.40000 260.40000 260.40000 260.40000 260.40000 260.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 97.76080 97.69708 97.88462 0.00000 97.81063
Total Losses (mm)...... 0.00000 2.03652 2.03892 2.02748 0.00000 2.03390
Remaining Depth (mm)... 0.00000 0.20268 0.26400 0.08790 0.00000 0.15546
Peak Runoff Rate (cms). 0.00000 0.23576 0.32650 0.38797 0.00000 0.12541
Total Impervious Area
---------------------
Total Runoff Depth (mm) 100.06465 100.24693 100.08419 100.20418 99.97096 100.14348
Peak Runoff Rate (cms). 0.02874 0.00013 0.00434 0.00046 0.13987 0.00016
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 100.06465 100.24693 100.08419 100.20418 99.97096 100.14348
Peak Runoff Rate (cms). 0.02874 0.00013 0.00434 0.00046 0.13987 0.00016
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 100.06465 97.76180 97.72095 97.88693 99.97096 97.81297
Peak Runoff Rate (cms). 0.02874 0.23589 0.33084 0.38844 0.13987 0.12557
Unit Runoff (mm/hr).... 260.83042 208.84932 200.15888 231.15407 241.77830 217.05056
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).... 100.00000 100.00000 100.00000 100.00000 100.00000 100.00000
Max Intensity (mm/hr).. 260.40000 260.40000 260.40000 260.40000 260.40000 260.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 97.90883 0.00000 97.83893 0.00000 97.81520
Total Losses (mm)...... 0.00000 2.02400 0.00000 2.03194 0.00000 2.03362
Remaining Depth (mm)... 0.00000 0.06718 0.00000 0.12913 0.00000 0.15118
Peak Runoff Rate (cms). 0.00000 0.27976 0.00000 0.45837 0.00000 0.71326
Total Impervious Area
---------------------
Total Runoff Depth (mm) 100.01745 100.22961 99.97499 100.16366 99.96800 100.14651
Peak Runoff Rate (cms). 0.29269 0.00033 0.49481 0.00056 0.79698 0.00089
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 100.01745 100.22961 99.97499 100.16366 99.96800 100.14651
Peak Runoff Rate (cms). 0.29269 0.00033 0.49481 0.00056 0.79698 0.00089
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) 100.01745 97.91115 99.97499 97.84125 99.96800 97.81753
Peak Runoff Rate (cms). 0.29269 0.28009 0.49481 0.45893 0.79698 0.71415
Unit Runoff (mm/hr).... 252.97368 236.44777 242.72547 222.12428 241.08953 217.84642
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).... 100.00000 100.00000 100.00000 100.00000 100.00000 100.00000
Max Intensity (mm/hr).. 260.40000 260.40000 260.40000 260.40000 260.40000 260.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 97.84139 0.00000 97.95973 0.00000 97.93704
Total Losses (mm)...... 0.00000 2.03175 0.00000 2.01094 0.00000 2.01810
Remaining Depth (mm)... 0.00000 0.12687 0.00000 0.02933 0.00000 0.04485
Peak Runoff Rate (cms). 0.00000 0.26334 0.00000 0.08898 0.00000 0.13379
Total Impervious Area
---------------------
Total Runoff Depth (mm) 99.98575 100.16558 100.04997 100.26877 100.03398 100.25721
Peak Runoff Rate (cms). 0.28381 0.00032 0.08569 0.00010 0.14134 0.00015
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 99.98575 100.16558 100.04997 100.26877 100.03398 100.25721
Peak Runoff Rate (cms). 0.28381 0.00032 0.08569 0.00010 0.14134 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) 99.98575 97.84371 100.04997 97.96204 100.03398 97.93936
Peak Runoff Rate (cms). 0.28381 0.26366 0.08569 0.08908 0.14134 0.13395
Unit Runoff (mm/hr).... 245.29862 222.58248 259.20726 248.73169 256.53567 243.11856
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
400.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| |
| |
| |
| |
| |
| |
| |
320.000 = =
| |
| |
| |
| |
| |
| |
| ##### |
| # # |
| # # |
240.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| ###### # # |
MM/HR | # # # # |
| # # # # |
| # # # # |
160.000 = # # # # =
| # # # # |
| # # # # |
| # ##### # |
| # # |
| # ##### |
| # ##### |
| # # |
| # # |
| ##### # |
80.000 = # # =
| # ##### |
| # ###### |
| # # |
##### # |
# ######### |
# # |
# ##### |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
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Full text of sections 2 to 4 (of 6)
Section 2
N : 0.150 to Station 5.2 Max Topwidth : 13.62 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.43E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 1.44 m^2
Max right bank area : 3.48 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.05 m^2
Natural Cross-Section information for Channel L5
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 10.0 meters. Maximum Elevation : 100.98 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.00 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.150 to Station 6.0 Max Topwidth : 15.64 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.63E+01 m
" " : 0.150 Beyond Station 13.9 Max left bank area : 2.88 m^2
Max right bank area : 0.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 12.20 m^2
Natural Cross-Section information for Channel L6
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.2 meters. Maximum Elevation : 100.67 meters.
Main Channel Length : 10.2 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.2 meters. Maximum Section Area : 17.13 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.075 to Station 9.5 Max Topwidth : 17.63 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.81E+01 m
" " : 0.050 Beyond Station 14.0 Max left bank area : 5.82 m^2
Max right bank area : 3.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.70 m^2
Natural Cross-Section information for Channel L7
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 10.5 meters. Maximum Elevation : 100.57 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 28.49 m^2.
Maximum hydraulic radius : 1.26 meters.
Manning N : 0.100 to Station 5.9 Max Topwidth : 22.07 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.27E+01 m
" " : 0.050 Beyond Station 17.0 Max left bank area : 2.52 m^2
Max right bank area : 4.76 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.20 m^2
Natural Cross-Section information for Channel L8
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.99 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 31.45 m^2.
Maximum hydraulic radius : 1.34 meters.
Manning N : 0.100 to Station 6.9 Max Topwidth : 22.84 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.34E+01 m
" " : 0.050 Beyond Station 25.3 Max left bank area : 0.80 m^2
Max right bank area : 0.84 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 29.81 m^2
Natural Cross-Section information for Channel L9
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.75 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.63 m^2.
Maximum hydraulic radius : 0.58 meters.
Manning N : 0.100 to Station 19.3 Max Topwidth : 31.87 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 3.20E+01 m
" " : 0.050 Beyond Station 29.7 Max left bank area : 10.56 m^2
Max right bank area : 0.85 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.22 m^2
Natural Cross-Section information for Channel L10
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.30 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 34.08 m^2.
Maximum hydraulic radius : 1.21 meters.
Manning N : 0.100 to Station 12.5 Max Topwidth : 27.76 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.82E+01 m
" " : 0.100 Beyond Station 19.7 Max left bank area : 7.97 m^2
Max right bank area : 11.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.40 m^2
Natural Cross-Section information for Channel L11
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.40 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 24.31 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.100 to Station 9.4 Max Topwidth : 23.40 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 18.3 Max left bank area : 4.50 m^2
Max right bank area : 5.17 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.64 m^2
Natural Cross-Section information for Channel L12
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.30 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 27.23 m^2.
Maximum hydraulic radius : 1.20 meters.
Manning N : 0.100 to Station 9.0 Max Topwidth : 22.04 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.26E+01 m
" " : 0.050 Beyond Station 20.5 Max left bank area : 3.20 m^2
Max right bank area : 2.75 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.27 m^2
Natural Cross-Section information for Channel L13
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 17.5 meters. Maximum Elevation : 97.98 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.75 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 25.57 m^2.
Maximum hydraulic radius : 0.74 meters.
Manning N : 0.100 to Station 7.9 Max Topwidth : 33.67 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 3.44E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 3.36 m^2
Max right bank area : 3.87 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.34 m^2
Natural Cross-Section information for Channel L14
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 97.89 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 13.80 m^2.
Maximum hydraulic radius : 0.51 meters.
Manning N : 0.075 to Station 4.4 Max Topwidth : 26.90 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 6.4 Max left bank area : 0.47 m^2
Max right bank area : 12.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.17 m^2
Natural Cross-Section information for Channel L15
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 13.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 13.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 13.0 meters. Maximum Section Area : 22.93 m^2.
Maximum hydraulic radius : 0.99 meters.
Manning N : 0.150 to Station 6.5 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.31E+01 m
" " : 0.150 Beyond Station 13.0 Max left bank area : 6.03 m^2
Max right bank area : 7.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.65 m^2
Natural Cross-Section information for Channel L24
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 20.0 meters. Maximum Elevation : 95.89 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.14 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.150 to Station 5.6 Max Topwidth : 18.86 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.97E+01 m
" " : 0.150 Beyond Station 17.6 Max left bank area : 4.14 m^2
Max right bank area : 1.42 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.58 m^2
Natural Cross-Section information for Channel L25
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 16.0 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 33.70 m^2.
Maximum hydraulic radius : 1.56 meters.
Manning N : 0.150 to Station 4.7 Max Topwidth : 20.62 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.16E+01 m
" " : 0.150 Beyond Station 12.6 Max left bank area : 5.47 m^2
Max right bank area : 9.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.45 m^2
Natural Cross-Section information for Channel L26
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 15.0 meters. Maximum Elevation : 95.80 meters.
Main Channel Length : 15.0 meters. Maximum depth : 3.00 meters.
Right Overbank Length : 15.0 meters. Maximum Section Area : 32.14 m^2.
Maximum hydraulic radius : 1.74 meters.
Manning N : 0.150 to Station 5.2 Max Topwidth : 16.49 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.85E+01 m
" " : 0.150 Beyond Station 15.0 Max left bank area : 4.31 m^2
Max right bank area : 2.97 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 24.86 m^2
Natural Cross-Section information for Channel L27
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.5 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 14.5 meters. Maximum depth : 3.50 meters.
Right Overbank Length : 14.5 meters. Maximum Section Area : 59.54 m^2.
Maximum hydraulic radius : 1.93 meters.
Manning N : 0.150 to Station 10.3 Max Topwidth : 28.97 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.09E+01 m
" " : 0.150 Beyond Station 18.8 Max left bank area : 10.14 m^2
Max right bank area : 23.29 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 26.10 m^2
Natural Cross-Section information for Channel L28
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 134.0 meters. Maximum Elevation : 120.20 meters.
Main Channel Length : 134.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 134.0 meters. Maximum Section Area : 59.24 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 54.40 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.46E+01 m
" " : 0.100 Beyond Station 50.0 Max left bank area : 7.20 m^2
Max right bank area : 7.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.80 m^2
Natural Cross-Section information for Channel L29
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 158.0 meters. Maximum Elevation : 110.70 meters.
Main Channel Length : 158.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 158.0 meters. Maximum Section Area : 50.05 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 50.70 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.09E+01 m
" " : 0.100 Beyond Station 48.0 Max left bank area : 2.94 m^2
Max right bank area : 2.21 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.90 m^2
Natural Cross-Section information for Channel L30
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 150.0 meters. Maximum Elevation : 102.10 meters.
Main Channel Length : 150.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 150.0 meters. Maximum Section Area : 48.61 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 42.75 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.32E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 6.05 m^2
Max right bank area : 1.51 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 41.05 m^2
Natural Cross-Section information for Channel L31
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 89.0 meters. Maximum Elevation : 97.00 meters.
Main Channel Length : 89.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 89.0 meters. Maximum Section Area : 44.72 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 41.50 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.19E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 5.00 m^2
Max right bank area : 1.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.47 m^2
Natural Cross-Section information for Channel L32
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 21.0 meters. Maximum Elevation : 95.70 meters.
Main Channel Length : 21.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 21.0 meters. Maximum Section Area : 10.12 m^2.
Maximum hydraulic radius : 0.59 meters.
Manning N : 0.125 to Station 9.3 Max Topwidth : 16.73 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.125 Beyond Station 15.5 Max left bank area : 2.68 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.82 m^2
Natural Cross-Section information for Channel L33
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 10.0 meters. Maximum Elevation : 98.41 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.90 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.46 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.150 to Station 11.8 Max Topwidth : 34.05 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.46E+01 m
" " : 0.150 Beyond Station 16.8 Max left bank area : 6.19 m^2
Max right bank area : 6.37 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.90 m^2
Natural Cross-Section information for Channel L34
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 17.5 meters. Maximum Elevation : 96.05 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 35.88 m^2.
Maximum hydraulic radius : 1.40 meters.
Manning N : 0.125 to Station 4.0 Max Topwidth : 24.90 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 2.56E+01 m
" " : 0.125 Beyond Station 20.5 Max left bank area : 3.49 m^2
Max right bank area : 4.65 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 27.74 m^2
Natural Cross-Section information for Channel L35
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 21.5 meters. Maximum Elevation : 95.93 meters.
Main Channel Length : 21.5 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 21.5 meters. Maximum Section Area : 63.01 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.125 to Station 9.0 Max Topwidth : 37.44 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.82E+01 m
" " : 0.125 Beyond Station 29.4 Max left bank area : 9.39 m^2
Max right bank area : 8.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.38 m^2
Natural Cross-Section information for Channel L36
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 18.0 meters. Maximum Elevation : 96.15 meters.
Main Channel Length : 18.0 meters. Maximum depth : 3.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 83.85 m^2.
Maximum hydraulic radius : 2.18 meters.
Manning N : 0.125 to Station 5.7 Max Topwidth : 37.26 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.85E+01 m
" " : 0.125 Beyond Station 27.9 Max left bank area : 8.03 m^2
Max right bank area : 13.14 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 62.69 m^2
Natural Cross-Section information for Channel W2637
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 95.72 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 33.22 m^2.
Maximum hydraulic radius : 1.37 meters.
Manning N : 0.100 to Station 9.3 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.42E+01 m
" " : 0.100 Beyond Station 13.2 Max left bank area : 9.20 m^2
Max right bank area : 16.38 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.64 m^2
Natural Cross-Section information for Channel L37
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 23.5 meters. Maximum Elevation : 95.83 meters.
Main Channel Length : 23.5 meters. Maximum depth : 3.60 meters.
Right Overbank Length : 23.5 meters. Maximum Section Area : 64.56 m^2.
Maximum hydraulic radius : 2.08 meters.
Manning N : 0.150 to Station 7.2 Max Topwidth : 29.14 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.10E+01 m
" " : 0.150 Beyond Station 18.1 Max left bank area : 15.49 m^2
Max right bank area : 14.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 34.81 m^2
Natural Cross-Section information for Channel L38
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 14.0 meters. Maximum Elevation : 94.05 meters.
Main Channel Length : 14.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 23.65 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.150 to Station 25.5 Max Topwidth : 22.36 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.28E+01 m
" " : 0.150 Beyond Station 34.8 Max left bank area : 7.14 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.61 m^2
Natural Cross-Section information for Channel L39
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 10.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 4.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 102.10 m^2.
Maximum hydraulic radius : 1.89 meters.
Manning N : 0.150 to Station 21.0 Max Topwidth : 53.20 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.40E+01 m
" " : 0.150 Beyond Station 35.5 Max left bank area : 31.77 m^2
Max right bank area : 18.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 52.07 m^2
Natural Cross-Section information for Channel L41
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 54.5 meters. Maximum Elevation : 93.53 meters.
Main Channel Length : 54.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 54.5 meters. Maximum Section Area : 27.51 m^2.
Maximum hydraulic radius : 1.05 meters.
Manning N : 0.150 to Station 22.2 Max Topwidth : 25.25 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.62E+01 m
" " : 0.150 Beyond Station 34.5 Max left bank area : 4.58 m^2
Max right bank area : 2.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.54 m^2
Natural Cross-Section information for Channel 4243
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 93.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 38.48 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.150 to Station 29.5 Max Topwidth : 37.34 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 3.77E+01 m
" " : 0.150 Beyond Station 36.0 Max left bank area : 19.72 m^2
Max right bank area : 7.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.38 m^2
Natural Cross-Section information for Channel 4344
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 50.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 36.14 m^2.
Maximum hydraulic radius : 1.12 meters.
Manning N : 0.100 to Station 30.0 Max Topwidth : 31.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 3.23E+01 m
" " : 0.150 Beyond Station 35.4 Max left bank area : 21.11 m^2
Max right bank area : 5.31 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.72 m^2
Natural Cross-Section information for Channel 6869
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 20.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 68.81 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.050 to Station 22.8 Max Topwidth : 63.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 6.37E+01 m
" " : 0.050 Beyond Station 41.8 Max left bank area : 7.78 m^2
Max right bank area : 22.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.29 m^2
Natural Cross-Section information for Channel 4445
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 33.0 meters. Maximum Elevation : 92.54 meters.
Main Channel Length : 33.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 45.62 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.080 to Station 4.6 Max Topwidth : 26.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 2.76E+01 m
" " : 0.100 Beyond Station 34.4 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.62 m^2
Natural Cross-Section information for Channel 4546
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 25.0 meters. Maximum Elevation : 91.88 meters.
Main Channel Length : 25.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 31.80 m^2.
Maximum hydraulic radius : 1.42 meters.
Manning N : 0.080 to Station 20.4 Max Topwidth : 21.43 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.24E+01 m
" " : 0.080 Beyond Station 24.1 Max left bank area : 21.27 m^2
Max right bank area : 2.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.00 m^2
Natural Cross-Section information for Channel 4647
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.21 m^2.
Maximum hydraulic radius : 1.28 meters.
Manning N : 0.080 to Station 11.2 Max Topwidth : 19.45 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.05E+01 m
" " : 0.080 Beyond Station 19.6 Max left bank area : 3.07 m^2
Max right bank area : 5.09 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.06 m^2
Natural Cross-Section information for Channel 4754
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 31.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 31.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 31.0 meters. Maximum Section Area : 43.02 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 21.5 Max Topwidth : 31.99 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.24E+01 m
" " : 0.050 Beyond Station 30.0 Max left bank area : 11.29 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.94 m^2
Natural Cross-Section information for Channel 4849
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 12.0 meters. Maximum Elevation : 92.61 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 29.93 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.060 to Station 21.7 Max Topwidth : 31.21 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.15E+01 m
" " : 0.060 Beyond Station 30.0 Max left bank area : 6.62 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.20 m^2
Natural Cross-Section information for Channel 5051
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 19.0 meters. Maximum Elevation : 92.23 meters.
Main Channel Length : 19.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 19.0 meters. Maximum Section Area : 23.25 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning N : 0.050 to Station 15.3 Max Topwidth : 23.25 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.40E+01 m
" " : 0.020 Beyond Station 26.9 Max left bank area : 4.31 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.70 m^2
Natural Cross-Section information for Channel 5253
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.71 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 23.17 m^2.
Maximum hydraulic radius : 0.89 meters.
Manning N : 0.060 to Station 11.6 Max Topwidth : 25.37 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 2.59E+01 m
" " : 0.050 Beyond Station 17.2 Max left bank area : 5.11 m^2
Max right bank area : 7.41 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.65 m^2
Natural Cross-Section information for Channel 5354
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 29.0 meters. Maximum Elevation : 91.85 meters.
Main Channel Length : 29.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 29.0 meters. Maximum Section Area : 71.49 m^2.
Maximum hydraulic radius : 1.96 meters.
Manning N : 0.050 to Station 10.2 Max Topwidth : 34.55 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.65E+01 m
" " : 0.050 Beyond Station 30.3 Max left bank area : 13.94 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 49.45 m^2
Natural Cross-Section information for Channel 5462
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 12.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5657
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 6.0 meters. Maximum Elevation : 99.93 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 11.80 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 29.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 3.06E+01 m
" " : 0.020 Beyond Station 29.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.77 m^2
Natural Cross-Section information for Channel 5758
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 50.0 meters. Maximum Elevation : 96.33 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 8.48 m^2.
Maximum hydraulic radius : 0.44 meters.
Manning N : 0.035 to Station 5.0 Max Topwidth : 19.25 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.94E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 0.52 m^2
Max right bank area : 0.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.42 m^2
Natural Cross-Section information for Channel 5859
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 18.0 meters. Maximum Elevation : 93.06 meters.
Main Channel Length : 18.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 8.33 m^2.
Maximum hydraulic radius : 0.50 meters.
Manning N : 0.080 to Station 6.1 Max Topwidth : 16.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 1.66E+01 m
" " : 0.080 Beyond Station 13.9 Max left bank area : 1.18 m^2
Max right bank area : 0.46 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.69 m^2
Natural Cross-Section information for Channel 5960
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 17.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 17.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 17.0 meters. Maximum Section Area : 10.75 m^2.
Maximum hydraulic radius : 0.70 meters.
Manning N : 0.060 to Station 8.1 Max Topwidth : 15.19 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.54E+01 m
" " : 0.060 Beyond Station 16.0 Max left bank area : 2.03 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.48 m^2
Natural Cross-Section information for Channel 6061
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 11.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 11.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 16.68 m^2.
Maximum hydraulic radius : 0.72 meters.
Manning N : 0.050 to Station 14.6 Max Topwidth : 22.60 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.32E+01 m
" " : 0.050 Beyond Station 26.5 Max left bank area : 1.86 m^2
Max right bank area : 3.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.29 m^2
Natural Cross-Section information for Channel 6162
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 30.0 meters. Maximum Elevation : 91.94 meters.
Main Channel Length : 30.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 17.83 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.100 to Station 8.0 Max Topwidth : 15.09 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.100 Beyond Station 11.3 Max left bank area : 9.45 m^2
Max right bank area : 3.19 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.20 m^2
Natural Cross-Section information for Channel 6465
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 32.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 32.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 32.0 meters. Maximum Section Area : 36.81 m^2.
Maximum hydraulic radius : 0.91 meters.
Manning N : 0.050 to Station 29.2 Max Topwidth : 39.74 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 4.06E+01 m
" " : 0.050 Beyond Station 42.4 Max left bank area : 7.10 m^2
Max right bank area : 5.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.97 m^2
Natural Cross-Section information for Channel 6566
=====================================================
Cross-Section ID (from X1 card) : 53.0 Channel sequence number : 53
Left Overbank Length : 35.0 meters. Maximum Elevation : 90.35 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 33.29 m^2.
Maximum hydraulic radius : 1.19 meters.
Manning N : 0.060 to Station 4.6 Max Topwidth : 26.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.060 Beyond Station 16.8 Max left bank area : 0.84 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 19.66 m^2
Natural Cross-Section information for Channel 6667
=====================================================
Cross-Section ID (from X1 card) : 54.0 Channel sequence number : 54
Left Overbank Length : 50.0 meters. Maximum Elevation : 90.01 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 63.57 m^2.
Maximum hydraulic radius : 1.27 meters.
Manning N : 0.100 to Station 24.2 Max Topwidth : 49.51 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.01E+01 m
" " : 0.100 Beyond Station 33.2 Max left bank area : 30.90 m^2
Max right bank area : 13.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.76 m^2
Natural Cross-Section information for Channel L595
=====================================================
Cross-Section ID (from X1 card) : 55.0 Channel sequence number : 55
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5556ova
=====================================================
Cross-Section ID (from X1 card) : 56.0 Channel sequence number : 56
Left Overbank Length : 16.0 meters. Maximum Elevation : 100.16 meters.
Main Channel Length : 16.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 2.16 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.37E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.47 m^2
Natural Cross-Section information for Channel 5663ova
=====================================================
Cross-Section ID (from X1 card) : 57.0 Channel sequence number : 57
Left Overbank Length : 83.0 meters. Maximum Elevation : 99.86 meters.
Main Channel Length : 83.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 83.0 meters. Maximum Section Area : 2.35 m^2.
Maximum hydraulic radius : 0.31 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.47E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.65 m^2
Natural Cross-Section information for Channel 6364ova
=====================================================
Cross-Section ID (from X1 card) : 58.0 Channel sequence number : 58
Left Overbank Length : 110.0 meters. Maximum Elevation : 91.50 meters.
Main Channel Length : 110.0 meters. Maximum depth : 1.80 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 17.80 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 0.1 Max Topwidth : 9.98 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.34E+01 m
" " : 0.050 Beyond Station 9.9 Max left bank area : 0.08 m^2
Max right bank area : 0.08 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.64 m^2
Natural Cross-Section information for Channel 6264ova
=====================================================
Cross-Section ID (from X1 card) : 59.0 Channel sequence number : 59
Left Overbank Length : 10.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 32.95 m^2.
Maximum hydraulic radius : 0.54 meters.
Manning N : 0.020 to Station 44.6 Max Topwidth : 60.87 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 6.09E+01 m
" " : 0.020 Beyond Station 55.0 Max left bank area : 17.69 m^2
Max right bank area : 7.05 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.22 m^2
Natural Cross-Section information for Channel 6768ova
=====================================================
Cross-Section ID (from X1 card) : 60.0 Channel sequence number : 60
Left Overbank Length : 10.0 meters. Maximum Elevation : 90.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.60 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.36 m^2.
Maximum hydraulic radius : 0.40 meters.
Manning N : 0.020 to Station 31.1 Max Topwidth : 45.35 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 4.54E+01 m
" " : 0.020 Beyond Station 41.8 Max left bank area : 5.22 m^2
Max right bank area : 6.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.37 m^2
Natural Cross-Section information for Channel 4950ova
=====================================================
Cross-Section ID (from X1 card) : 61.0 Channel sequence number : 61
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.53 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 4.47 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.020 to Station 19.5 Max Topwidth : 12.87 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.29E+01 m
" " : 0.050 Beyond Station 21.5 Max left bank area : 1.56 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.00 m^2
Natural Cross-Section information for Channel 5152ova
=====================================================
Cross-Section ID (from X1 card) : 62.0 Channel sequence number : 62
Left Overbank Length : 0.0 meters. Maximum Elevation : 91.53 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 0.0 meters. Maximum Section Area : 5.30 m^2.
Maximum hydraulic radius : 0.34 meters.
Manning N : 0.020 to Station 18.4 Max Topwidth : 15.44 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.55E+01 m
" " : 0.050 Beyond Station 20.4 Max left bank area : 1.83 m^2
Max right bank area : 2.47 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.00 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 L1 10.5000 Natural 12.7946 0.1500 15.5720 2.0000
2 L2 11.0000 Natural 14.7632 0.1500 16.1400 2.0000
3 L3 16.0000 Natural 15.5500 0.1500 19.3000 2.0000
4 L4 16.0000 Natural 13.9661 0.1500 13.6217 2.0000
5 L5 10.0000 Natural 15.9956 0.1500 15.6420 2.0000
6 L6 10.2000 Natural 17.1346 0.0350 17.6300 2.0000
7 L7 10.5000 Natural 28.4866 0.0350 22.0740 2.5000
8 L8 10.0000 Natural 31.4508 0.0350 22.8400 2.5000
9 L9 10.0000 Natural 18.6335 0.0750 31.8692 0.7500
10 L10 10.0000 Natural 34.0840 0.0750 27.7600 2.0000
11 L11 16.5000 Natural 24.3130 0.0350 23.4000 2.0000
12 L12 16.5000 Natural 27.2300 0.0350 22.0400 2.5000
13 L13 17.5000 Natural 25.5693 0.0350 33.6725 2.7500
14 L14 10.0000 Natural 13.8030 0.0750 26.8997 0.8000
15 L15 13.0000 Natural 22.9295 0.1000 22.8000 1.5000
16 L24 20.0000 Natural 26.1403 0.1000 18.8590 2.0000
17 L25 16.0000 Natural 33.6984 0.1000 20.6240 2.5000
18 L26 15.0000 Natural 32.1404 0.1000 16.4864 3.0000
19 L27 14.5000 Natural 59.5391 0.0500 28.9672 3.5000
20 L28 134.0000 Natural 59.2400 0.1000 54.4000 2.0000
21 L29 158.0000 Natural 50.0450 0.1000 50.7000 2.0000
22 L30 150.0000 Natural 48.6125 0.1000 42.7500 2.0000
23 L31 89.0000 Natural 44.7250 0.1000 41.5000 2.0000
24 L32 21.0000 Natural 10.1161 0.1250 16.7273 1.5000
25 L33 10.0000 Natural 16.4626 0.1500 34.0539 0.9000
26 L34 17.5000 Natural 35.8755 0.1250 24.9000 2.0000
27 L35 21.5000 Natural 63.0121 0.1250 37.4400 2.8000
28 L36 18.0000 Natural 83.8531 0.0450 37.2584 3.4000
29 W2637 10.0000 Natural 33.2189 0.1000 22.8010 2.0000
30 L37 23.5000 Natural 64.5551 0.0450 29.1404 3.6000
31 L38 14.0000 Natural 23.6525 0.0450 22.3600 2.0000
32 L39 10.0000 Natural 102.1000 0.1000 53.2000 4.0000
33 L41 54.5000 Natural 27.5142 0.1000 25.2470 2.0000
34 4243 60.0000 Natural 38.4834 0.0800 37.3371 2.0000
35 4344 50.0000 Natural 36.1351 0.0700 31.8345 2.0000
36 6869 20.0000 Natural 68.8075 0.1500 63.3000 2.8000
37 4445 33.0000 Natural 45.6166 0.0700 26.8298 2.5000
38 4546 25.0000 Natural 31.8041 0.0500 21.4302 2.5000
39 4647 20.0000 Natural 26.2146 0.0500 19.4487 2.5000
40 4754 31.0000 Natural 43.0242 0.0500 31.9892 2.5000
41 4849 12.0000 Natural 29.9272 0.0500 31.2122 2.0000
42 5051 19.0000 Natural 23.2471 0.0500 23.2480 2.0000
43 5253 20.0000 Natural 23.1711 0.0300 25.3746 2.0000
44 5354 29.0000 Natural 71.4872 0.0500 34.5500 2.5000
45 5462 12.0000 Natural 80.9524 0.0800 54.8133 2.5000
46 5657 6.0000 Natural 11.8046 0.0200 29.9699 0.4000
47 5758 50.0000 Natural 8.4766 0.0350 19.2488 0.5000
48 5859 18.0000 Natural 8.3270 0.0600 16.3043 1.0000
49 5960 17.0000 Natural 10.7492 0.0500 15.1869 1.0000
50 6061 11.0000 Natural 16.6826 0.0500 22.6016 1.0000
51 6162 30.0000 Natural 17.8324 0.0500 15.0872 2.0000
52 6465 32.0000 Natural 36.8073 0.0500 39.7362 2.4000
53 6566 35.0000 Natural 33.2935 0.0600 26.3003 2.4000
54 6667 50.0000 Natural 63.5716 0.0800 49.5077 2.4000
55 L595 6.0000 Natural 80.9524 0.0800 54.8133 2.5000
56 L598 6.0000 Rectangle 0.5400 0.0140 1.2000 0.4500
57 5556ova 16.0000 Natural 2.1643 0.0200 7.0117 0.5000
58 5556unda 16.0000 Circular 0.1104 0.0140 0.3750 0.3750
59 5663ova 83.0000 Natural 2.3506 0.0200 7.0119 0.5000
60 5663und 83.0000 Circular 0.1104 0.0140 0.3750 0.3750
61 6364ova 110.0000 Natural 17.8020 0.0500 9.9800 1.8000
62 6364und 110.0000 Circular 0.1590 0.0140 0.4500 0.4500
63 6264ova 10.0000 Natural 32.9482 0.0200 60.8685 0.8000
64 6264und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
65 6768ova 10.0000 Natural 18.3644 0.0200 45.3522 0.6000
66 6768und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
67 4950ova 6.0000 Natural 4.4704 0.0200 12.8740 0.5000
68 4950und 6.0000 Rectangle 1.3500 0.0120 3.0000 0.4500
69 5152ova 6.0000 Natural 5.3035 0.0200 15.4430 0.5000
70 5152und 6.0000 Rectangle 2.4750 0.0120 3.0000 0.8250
Total length of all conduits .... 2056.2000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
L598 1.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5556unda 1.0000 0.0000 0.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5663und 1.0000 0.5000 1.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6364und 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6264und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6768und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4950und 2.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5152und 2.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
L1 1.35 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L2 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L3 0.88
L4 0.99
L5 1.58 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L6 1.51 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L7 1.69 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L8 1.84 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L9 1.20 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L10 1.73 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L11 0.97
L12 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L13 0.78
L14 1.12 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L15 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L24 0.92
L25 1.25 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L26 1.46 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L27 1.55 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L28 0.12
L29 0.10
L30 0.11
L31 0.18
L32 0.58
L33 1.09 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L34 1.07 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L35 0.94
L36 1.30 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
W2637 1.89 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L37 0.99
L38 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L39 2.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L41 0.30
4243 0.26
4344 0.33
6869 0.82
4445 0.62
4546 0.76
4647 0.91
4754 0.59
4849 1.28 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5051 0.82
5253 0.75
5354 0.78
5462 1.59 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5657 1.64 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5758 0.21
5859 0.62
5960 0.77
6061 1.22 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6162 0.57
6465 0.47
6566 0.50
6667 0.35
L595 3.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L598 1.75 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5556ova 0.54
5556unda 0.60
5663ova 0.11
5663und 0.12
6364ova 0.19
6364und 0.10
6264ova 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6264und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6768ova 1.00
6768und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950ova 1.54 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950und 1.75 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5152ova 1.53 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5152und 2.37 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 6.6417E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...L39 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N1 110.0000 104.8300 102.8300 0.0000 0.0100 100.0000
2 N2 110.0000 103.7100 101.7100 0.0000 0.0100 100.0000
3 N3 110.0000 102.3800 100.3800 0.0000 0.0100 100.0000
4 N4 110.0000 101.4600 99.4600 0.0000 0.0100 100.0000
5 N5 110.0000 101.0400 99.0400 0.0000 0.1950 100.0000
6 N6 110.0000 100.8600 98.8600 0.0000 0.3740 100.0000
7 N7 110.0000 100.8300 98.3300 0.0000 0.9030 100.0000
8 N8 110.0000 100.3000 97.8000 0.0000 1.4320 100.0000
9 N9 110.0000 99.9700 97.3700 0.0000 1.8610 100.0000
10 N10 110.0000 100.7000 97.0000 0.0000 1.7100 100.0000
11 N11 110.0000 98.7000 96.7000 0.0000 0.4440 100.0000
12 N12 110.0000 98.6000 96.1000 0.0000 1.0430 100.0000
13 N13 110.0000 98.2500 95.5000 0.0000 1.6420 100.0000
14 N14 110.0000 97.9400 94.9500 0.0000 2.1910 100.0000
15 N15 110.0000 97.9300 94.4600 0.0000 0.0100 100.0000
16 N24 110.0000 96.0300 94.0300 0.0000 0.0100 100.0000
17 N25 110.0000 96.0900 93.5900 0.0000 0.0100 100.0000
18 N26 110.0000 95.8500 92.8500 0.0000 0.0100 100.0000
19 N27 110.0000 96.2400 92.7400 0.0000 0.0100 100.0000
20 N28 130.0000 122.5000 120.5000 0.0000 0.0100 100.0000
21 N29 120.0000 115.5000 113.5000 0.0000 0.0100 100.0000
22 N30 110.0000 107.5000 105.5000 0.0000 0.0100 100.0000
23 N31 110.0000 99.5000 97.5000 0.0000 0.0100 100.0000
24 N32 110.0000 96.8000 94.8000 0.0000 0.0100 100.0000
25 N33 110.0000 98.4100 97.5100 0.0000 0.0100 100.0000
26 N34 110.0000 98.0200 94.0700 0.0000 0.0100 100.0000
27 N35 110.0000 96.7700 93.9700 0.0000 0.0100 100.0000
28 N36 110.0000 96.3800 92.9800 0.0000 0.0100 100.0000
29 N37 110.0000 95.9100 92.3100 0.0000 0.0100 100.0000
30 N38 110.0000 95.6000 92.0000 0.0000 0.2100 100.0000
31 N39 110.0000 95.9800 91.9800 0.0000 0.2200 100.0000
32 N41 110.0000 96.1800 91.8800 0.0000 0.3100 100.0000
33 N42 110.0000 93.4800 91.4800 0.0000 0.0000 100.0000
34 N43 110.0000 92.6500 90.6500 0.0000 0.0000 100.0000
35 N44 110.0000 92.5000 90.0000 0.0000 0.0000 100.0000
36 N45 110.0000 92.2000 89.7000 0.0000 0.0000 100.0000
37 N69 110.0000 90.4800 87.6800 0.0000 0.0000 100.0000
38 N46 110.0000 91.8400 89.3400 0.0000 0.0000 100.0000
39 N47 100.0000 91.8200 89.3200 0.0000 0.0000 100.0000
40 N48 99.0000 92.5800 90.5800 0.0000 0.0000 100.0000
41 N49 99.0000 92.4100 90.3500 0.0000 0.0000 100.0000
42 N50 99.0000 92.3300 90.3300 0.0000 0.0000 100.0000
43 N51 99.0000 92.0700 89.9600 0.0000 0.0000 100.0000
44 N52 99.0000 91.9300 89.9300 0.0000 0.0000 100.0000
45 N53 99.0000 92.0300 89.5300 0.0000 0.0000 100.0000
46 N54 99.0000 91.7600 89.1800 0.0000 0.0000 100.0000
47 N55 110.0000 100.3500 98.9200 0.0000 0.0000 100.0000
48 N56 110.0000 99.9300 98.4000 0.0000 0.0000 100.0000
49 N57 110.0000 99.7300 99.2300 0.0000 0.0000 100.0000
50 N58 99.0000 93.4400 92.4400 0.0000 0.0000 100.0000
51 N59 99.0000 92.6000 91.6000 0.0000 0.0000 100.0000
52 N60 99.0000 92.1600 91.1600 0.0000 0.0000 100.0000
53 N61 99.0000 92.5000 90.5000 0.0000 0.0000 100.0000
54 N62 99.0000 91.4200 88.9200 0.0000 0.0000 100.0000
55 N63 99.0000 98.8000 95.7500 0.0000 0.0000 100.0000
56 N64 99.0000 91.7000 88.6300 0.0000 0.0000 100.0000
57 N65 99.0000 90.4800 88.0800 0.0000 0.0000 100.0000
58 N66 99.0000 90.1800 87.7800 0.0000 0.0000 100.0000
59 N67 99.0000 90.0100 87.6100 0.0000 0.0000 100.0000
60 N68 99.0000 90.6400 87.8400 0.0000 0.0000 100.0000
61 D1 110.0000 91.6800 88.7500 0.0000 0.0000 100.0000
62 N60.7 100.0000 91.7000 90.6000 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N1 -258138.4400 158442.2000 No Ponding Normal 0 0.0000
2 N2 -257535.0400 158056.4000 No Ponding Normal 0 0.0000
3 N3 -256737.3050 157774.9000 No Ponding Normal 0 0.0000
4 N4 -255855.7450 157411.1000 No Ponding Normal 0 0.0000
5 N5 -255565.3300 156526.7000 No Ponding Normal 0 0.0000
6 N6 -254993.6350 155868.8500 No Ponding Normal 0 0.0000
7 N7 -254219.4500 155466.0000 No Ponding Normal 0 0.0000
8 N8 -253506.3100 155120.4000 No Ponding Normal 0 0.0000
9 N9 -253005.0350 154930.9000 No Ponding Normal 0 0.0000
10 N10 -252278.6200 155323.5000 No Ponding Normal 0 0.0000
11 N11 -252027.9150 154446.1000 No Ponding Normal 0 0.0000
12 N12 -251376.9400 153954.7000 No Ponding Normal 0 0.0000
13 N13 -250809.7400 153415.1000 No Ponding Normal 0 0.0000
14 N14 -250231.6100 153129.4000 No Ponding Normal 0 0.0000
15 N15 -249536.9500 152980.9000 No Ponding Normal 0 0.0000
16 N24 -248716.0200 152809.4000 No Ponding Normal 0 0.0000
17 N25 -248132.6250 153708.1500 No Ponding Normal 0 0.0000
18 N26 -247569.7300 153701.1000 No Ponding Normal 0 0.0000
19 N27 -246784.5300 154401.3000 No Ponding Normal 0 0.0000
20 N28 -257770.8350 147129.0000 No Ponding Normal 0 0.0000
21 N29 -256212.6250 149106.3000 No Ponding Normal 0 0.0000
22 N30 -253986.6250 149415.1000 No Ponding Normal 0 0.0000
23 N31 -251698.8200 149536.1000 No Ponding Normal 0 0.0000
24 N32 -249151.1100 149881.9000 No Ponding Normal 0 0.0000
25 N33 -248842.3350 151533.9000 No Ponding Normal 0 0.0000
26 N34 -248292.9300 150843.3000 No Ponding Normal 0 0.0000
27 N35 -247792.8000 151663.0000 No Ponding Normal 0 0.0000
28 N36 -247595.8100 152396.1000 No Ponding Normal 0 0.0000
29 N37 -247216.2250 153067.1000 No Ponding Normal 0 0.0000
30 N38 -246297.8400 153826.1500 No Ponding Normal 0 0.0000
31 N39 -245579.7100 153644.9000 No Ponding Normal 0 0.0000
32 N41 -244611.7300 153590.4000 No Ponding Normal 0 0.0000
33 N42 -243718.7000 153503.4500 No Ponding Normal 0 0.0000
34 N43 -242833.0250 153724.2000 No Ponding Normal 0 0.0000
35 N44 -241914.6000 153679.7000 No Ponding Normal 0 0.0000
36 N45 -241168.7250 154005.2000 No Ponding Normal 0 0.0000
37 N69 -231669.0050 158957.7000 No Ponding Normal 0 0.0000
38 N46 -240715.8350 154799.3000 No Ponding Normal 0 0.0000
39 N47 -239515.1400 155239.9000 No Ponding Normal 0 0.0000
40 N48 -241203.2450 151001.1000 No Ponding Normal 0 0.0000
41 N49 -240513.7400 151691.7000 No Ponding Normal 0 0.0000
42 N50 -239943.1250 152179.8000 No Ponding Normal 0 0.0000
43 N51 -239182.3050 152929.9500 No Ponding Normal 0 0.0000
44 N52 -238694.8500 153465.8000 No Ponding Normal 0 0.0000
45 N53 -238243.1250 154418.3000 No Ponding Normal 0 0.0000
46 N54 -238148.0200 155537.5000 No Ponding Normal 0 0.0000
47 N55 -242047.3200 160216.9000 No Ponding Normal 0 0.0000
48 N56 -241286.5000 160193.0000 No Ponding Normal 0 0.0000
49 N57 -240585.1000 159359.6000 No Ponding Normal 0 0.0000
50 N58 -240157.1150 158526.1000 No Ponding Normal 0 0.0000
51 N59 -239420.0350 158145.1000 No Ponding Normal 0 0.0000
52 N60 -238766.2100 157883.1000 No Ponding Normal 0 0.0000
53 N61 -237648.7200 157406.9000 No Ponding Normal 0 0.0000
54 N62 -236935.4300 155882.8000 No Ponding Normal 0 0.0000
55 N63 -237803.2450 160276.4000 No Ponding Normal 0 0.0000
56 N64 -235948.7200 156025.7000 No Ponding Normal 0 0.0000
57 N65 -234783.7050 156311.5000 No Ponding Normal 0 0.0000
58 N66 -233999.0450 156918.7000 No Ponding Normal 0 0.0000
59 N67 -233285.8050 158633.3000 No Ponding Normal 0 0.0000
60 N68 -232560.6150 158776.1500 No Ponding Normal 0 0.0000
61 D1 -236495.5500 155990.0000 No Ponding Normal 0 0.0000
62 N60.7 -238231.2300 157680.7000 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 L1 N1 N2 102.8300 101.7100 No Design
2 L2 N2 N3 101.7100 100.3800 No Design
3 L3 N3 N4 100.3800 99.4600 No Design
4 L4 N4 N5 99.4600 99.0400 No Design
5 L5 N5 N6 99.0400 98.8600 No Design
6 L6 N6 N7 98.8600 98.3300 No Design
7 L7 N7 N8 98.3300 97.8000 No Design
8 L8 N8 N9 97.8000 97.3700 No Design
9 L9 N9 N10 99.2200 99.2100 No Design
10 L10 N10 N11 98.7000 96.7000 No Design
11 L11 N11 N12 96.7000 96.1000 No Design
12 L12 N12 N13 96.1000 95.5000 No Design
13 L13 N13 N14 95.5000 94.9500 No Design
14 L14 N14 N15 97.1400 97.1300 No Design
15 L15 N15 N24 94.4600 94.0300 No Design
16 L24 N24 N25 94.0300 93.5900 No Design
17 L25 N25 N26 93.5900 92.8500 No Design
18 L26 N26 N27 92.8500 92.7400 No Design
19 L27 N27 N38 92.7400 92.0000 No Design
20 L28 N28 N29 120.5000 113.5000 No Design
21 L29 N29 N30 113.5000 105.5000 No Design
22 L30 N30 N31 105.5000 97.5000 No Design
23 L31 N31 N32 97.5000 94.8000 No Design
24 L32 N32 N34 94.8000 94.0700 No Design
25 L33 N33 N34 97.5100 97.1200 No Design
26 L34 N34 N35 94.0700 93.9700 No Design
27 L35 N35 N36 93.9700 92.9800 No Design
28 L36 N36 N37 92.9800 92.3100 No Design
29 W2637 N26 N37 93.7200 93.6200 No Design
30 L37 N37 N38 92.3100 92.0000 No Design
31 L38 N38 N39 92.0000 91.9800 No Design
32 L39 N41 N39 92.1800 91.9800 No Design
33 L41 N41 N42 91.8800 91.4800 No Design
34 4243 N42 N43 91.4800 90.6500 No Design
35 Section 3
4344 N43 N44 90.6500 90.0000 No Design
36 6869 N68 N69 87.8400 87.6800 No Design
37 4445 N44 N45 90.0000 89.7000 No Design
38 4546 N45 N46 89.7000 89.3400 No Design
39 4647 N46 N47 89.3400 89.3200 No Design
40 4754 N47 N54 89.3200 89.1800 No Design
41 4849 N48 N49 90.5800 90.4100 No Design
42 5051 N50 N51 90.3300 90.0700 No Design
43 5253 N52 N53 89.9300 89.5300 No Design
44 5354 N53 N54 89.5300 89.2600 No Design
45 5462 N54 N62 89.2600 88.9200 No Design
46 5657 N56 N57 99.5300 99.2300 No Design
47 5758 N57 N58 99.2300 92.4400 No Design
48 5859 N58 N59 92.4400 91.6000 No Design
49 5960 N59 N60 91.6000 91.1600 No Design
50 6061 N60 N60.7 91.1600 90.7000 No Design
51 6162 N61 N62 90.5000 88.9200 No Design
52 6465 N64 N65 88.6300 88.0800 No Design
53 6566 N65 N66 88.0800 87.7800 No Design
54 6667 N66 N67 87.7800 87.6100 No Design
55 L595 N62 D1 88.9200 88.7500 No Design
56 L598 N60.7 N61 90.6000 90.5000 No Design
57 5556ova N55 N56 99.8500 99.4000 No Design
58 5556unda N55 N56 98.9200 98.4700 No Design
59 5663ova N56 N63 99.4000 98.0000 No Design
60 5663und N56 N63 98.4000 97.0000 No Design
61 6364ova N63 N64 97.0000 89.9000 No Design
62 6364und N63 N64 95.7500 88.6300 No Design
63 6264ova D1 N64 90.8800 90.8600 No Design
64 6264und D1 N64 88.7500 88.6300 No Design
65 6768ova N67 N68 89.4000 89.3800 No Design
66 6768und N67 N68 87.9600 87.8400 No Design
67 4950ova N49 N50 91.0400 91.0200 No Design
68 4950und N49 N50 90.3500 90.3300 No Design
69 5152ova N51 N52 91.0300 91.0250 No Design
70 5152und N51 N52 89.9600 89.9300 No Design
*==========================================*
| Storage Junction Data |
*==========================================*
MAXIMUM OR PEAK OR CROWN DEPTH
STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION STARTS
NUMBER OR NAME TYPE AREA (M2) (CUBIC MET.) (M) FROM
-------------- -------- ---------------- --------------- --------- -----------
N33 Stage/Area 1100.0000 967.7421 110.0000 Spill Crest
*==================================*
| Variable storage data for node |N33
*==================================*
Data Elevation Depth Area Volume
Point meters meters m^2 m^3
===== ========= ====== =========== ============
1 97.5100 0.0000 746.0000 0.0000
2 97.5713 0.0612 778.8750 46.6957
3 97.6325 0.1225 811.7500 95.4051
4 97.6938 0.1837 844.6250 146.1283
5 97.7550 0.2450 877.5000 198.8651
6 97.8163 0.3063 910.3750 253.6157
7 97.8775 0.3675 943.2500 310.3800
8 97.9387 0.4287 976.1250 369.1580
9 98.0000 0.4900 1009.0000 429.9497
10 98.0637 0.5537 1020.3750 494.6357
11 98.1275 0.6175 1031.7500 560.0468
12 98.1913 0.6813 1043.1250 626.1831
13 98.2550 0.7450 1054.5000 693.0446
14 98.3188 0.8087 1065.8750 760.6312
15 98.3825 0.8725 1077.2500 828.9430
16 98.4463 0.9363 1088.6250 897.9799
17 98.5100 1.0000 1100.0000 967.7421
18 110.0000 12.4900 1100.0000 967.7421
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N69 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N69 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
CHURCH STREET, POMONA
EXISTING CASE
Title from immediately preceding computational layer
CHURCH STREET, POMONA
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 27
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 101.56
#################################################
# Element numbers of interface inlet locations: #
#################################################
N48 N50 N52 N1 N4 N8 N13
N25 N28 N29 N30 N31 N32 N33
N36 N42 N44 N45 N47 N55 N56
N63 N64 N66 N58 N59 N61
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
L1 23.7900 0.1067
L2 31.3792 0.1209
L3 21.1637 0.0575
L4 14.8201 0.0262
L5 14.1212 0.0180
L6 107.6004 0.0520
L7 212.9831 0.0505
L8 226.7844 0.0430
L9 5.4768 0.0010
L10 230.8083 0.2000
L11 134.5580 0.0364
L12 167.9513 0.0364
L13 106.1819 0.0314
L14 3.7006 0.0010
L15 41.4767 0.0331
L24 46.8109 0.0220
L25 97.5504 0.0463
L26 39.8090 0.0073
L27 416.5903 0.0510
L28 142.9406 0.0522
L29 111.2914 0.0506
L30 121.4510 0.0533
L31 81.3908 0.0303
L32 10.6189 0.0348
L33 13.2107 0.0390
L34 27.1462 0.0057
L35 151.1332 0.0460
L36 604.2278 0.0372
W2637 41.0450 0.0100
L37 268.7941 0.0132
L38 20.3679 0.0014
L39 220.6626 0.0200
L41 24.3580 0.0073
4243 57.3946 0.0138
4344 63.4676 0.0130
6869 43.1813 0.0080
4445 86.8567 0.0091
4546 96.3889 0.0144
4647 19.5453 0.0010
4754 69.8137 0.0045
4849 68.7768 0.0142
5051 53.2734 0.0137
5253 101.3181 0.0200
5354 215.9379 0.0093
5462 217.9611 0.0283
5657 69.9273 0.0500
5758 51.4571 0.1358
5859 18.9395 0.0467
5960 27.1929 0.0259
6061 54.8120 0.0418
6162 84.2671 0.0527
6465 90.4168 0.0172
6566 57.6108 0.0086
6667 54.3218 0.0034
L595 217.9611 0.0283
L598 1.4897 0.0167
5556ova 8.0165 0.0281
5556unda 0.2730 0.0281
5663ova 7.0634 0.0169
5663und 0.2114 0.0169
6364ova 109.2892 0.0645
6364und 0.6735 0.0647
6264ova 48.9163 0.0020
6264und 3.2349 0.0133
6768ova 22.4678 0.0020
6768und 3.2349 0.0133
4950ova 6.3533 0.0033
4950und 2.1890 0.0033
5152ova 3.7458 0.0008
5152und 6.8731 0.0050
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.01 / 102.84 N2/ 0.01 / 101.72 N3/ 0.01 / 100.39
N4/ 0.01 / 99.47 N5/ 0.20 / 99.23 N6/ 0.37 / 99.23
N7/ 0.90 / 99.23 N8/ 1.43 / 99.23 N9/ 1.86 / 99.23
N10/ 1.71 / 98.71 N11/ 0.44 / 97.14 N12/ 1.04 / 97.14
N13/ 1.64 / 97.14 N14/ 2.19 / 97.14 N15/ 0.01 / 94.47
N24/ 0.01 / 94.04 N25/ 0.01 / 93.60 N26/ 0.01 / 92.86
N27/ 0.01 / 92.75 N28/ 0.01 / 120.51 N29/ 0.01 / 113.51
N30/ 0.01 / 105.51 N31/ 0.01 / 97.51 N32/ 0.01 / 94.81
N33/ 0.01 / 97.52 N34/ 0.01 / 94.08 N35/ 0.01 / 93.98
N36/ 0.01 / 92.99 N37/ 0.01 / 92.32 N38/ 0.21 / 92.21
N39/ 0.22 / 92.20 N41/ 0.31 / 92.19 N42/ 0.00 / 91.48
N43/ 0.00 / 90.65 N44/ 0.00 / 90.00 N45/ 0.00 / 89.70
N69/ 0.00 / 87.68 N46/ 0.00 / 89.34 N47/ 0.00 / 89.32
N48/ 0.00 / 90.58 N49/ 0.00 / 90.35 N50/ 0.00 / 90.33
N51/ 0.00 / 89.96 N52/ 0.00 / 89.93 N53/ 0.00 / 89.53
N54/ 0.00 / 89.18 N55/ 0.00 / 98.92 N56/ 0.00 / 98.40
N57/ 0.00 / 99.23 N58/ 0.00 / 92.44 N59/ 0.00 / 91.60
N60/ 0.00 / 91.16 N61/ 0.00 / 90.50 N62/ 0.00 / 88.92
N63/ 0.00 / 95.75 N64/ 0.00 / 88.63 N65/ 0.00 / 88.08
N66/ 0.00 / 87.78 N67/ 0.00 / 87.61 N68/ 0.00 / 87.84
D1/ 0.00 / 88.75 N60.7/ 0.00 / 90.60
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Cross Sectional Area
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.07 L5/ 0.52 L6/ 1.77
L7/ 6.44 L8/ 14.04 L9/ 0.01
L10/ 1.92 L11/ 3.74 L12/ 8.00
L13/ 10.11 L14/ 0.00 L15/ 0.05
L24/ 0.00 L25/ 0.01 L26/ 0.01
L27/ 0.16 L28/ 0.02 L29/ 0.03
L30/ 0.04 L31/ 0.01 L32/ 0.00
L33/ 0.00 L34/ 0.02 L35/ 0.00
L36/ 0.01 W2637/ 0.00 L37/ 0.16
L38/ 0.26 L39/ 0.39 L41/ 0.37
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Hydraulic Radius
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.04 L5/ 0.17 L6/ 0.29
L7/ 0.56 L8/ 0.81 L9/ 0.00
L10/ 0.17 L11/ 0.36 L12/ 0.64
L13/ 0.80 L14/ 0.00 L15/ 0.01
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.05 L28/ 0.01 L29/ 0.01
L30/ 0.01 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.05
L38/ 0.11 L39/ 0.07 L41/ 0.08
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Upstream/ Downstream Elevation
L1/ 102.84/ 101.72 L2/ 101.72/ 100.39 L3/ 100.39/ 99.47
L4/ 99.47/ 99.23 L5/ 99.23/ 99.23 L6/ 99.23/ 99.23
L7/ 99.23/ 99.23 L8/ 99.23/ 99.23 L9/ 99.23/ 99.21
L10/ 98.71/ 97.14 L11/ 97.14/ 97.14 L12/ 97.14/ 97.14
L13/ 97.14/ 97.14 L14/ 97.14/ 97.13 L15/ 94.47/ 94.04
L24/ 94.04/ 93.60 L25/ 93.60/ 92.86 L26/ 92.86/ 92.75
L27/ 92.75/ 92.21 L28/ 120.51/ 113.51 L29/ 113.51/ 105.51
L30/ 105.51/ 97.51 L31/ 97.51/ 94.81 L32/ 94.81/ 94.08
L33/ 97.52/ 97.12 L34/ 94.08/ 93.98 L35/ 93.98/ 92.99
L36/ 92.99/ 92.32 W2637/ 92.32/ 92.32 L37/ 92.32/ 92.21
L38/ 92.21/ 92.20 L39/ 92.19/ 92.20 L41/ 92.19/ 91.48
4243/ 90.65/ 90.65 4344/ 90.00/ 90.00 6869/ 87.68/ 87.68
4445/ 89.70/ 89.70 4546/ 89.34/ 89.34 4647/ 89.32/ 89.32
4754/ 89.18/ 89.18 4849/ 90.35/ 90.35 5051/ 89.96/ 89.96
5253/ 89.53/ 89.53 5354/ 89.18/ 89.18 5462/ 88.92/ 88.92
5657/ 99.23/ 99.23 5758/ 92.44/ 92.44 5859/ 91.60/ 91.60
5960/ 91.16/ 91.16 6061/ 90.60/ 90.60 6162/ 88.92/ 88.92
6465/ 88.08/ 88.08 6566/ 87.78/ 87.78 6667/ 87.61/ 87.61
L595/ 88.75/ 88.75 L598/ 90.50/ 90.50 5556ova/ 98.40/ 98.40
5556unda/ 98.40/ 98.40 5663ova/ 95.75/ 95.75 5663und/ 95.75/ 95.75
6364ova/ 88.63/ 88.63 6364und/ 88.63/ 88.63 6264ova/ 88.63/ 88.63
6264und/ 88.63/ 88.63 6768ova/ 87.84/ 87.84 6768und/ 87.84/ 87.84
4950ova/ 90.33/ 90.33 4950und/ 90.33/ 90.33 5152ova/ 89.93/ 89.93
5152und/ 89.93/ 89.93
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N1 11.5976 28.9940 675.0000
N2 8.8640 22.1601 0.0000
N3 44.4954 50.0000 0.0000
N4 25.3235 50.0000 0.0000
N5 34.2512 50.0000 0.0000
N6 22.5555 50.0000 0.0000
N7 36.3432 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 30.9297 50.0000 0.0000
N12 24.1691 50.0000 0.0000
N13 38.7662 50.0000 0.0000
N14 30.9030 50.0000 0.0000
N15 6.4493 16.1233 0.0000
N24 14.6036 36.5090 0.0000
N25 29.3472 50.0000 0.0000
N26 20.3831 50.0000 0.0000
N27 14.2910 35.7275 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 29.2517 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 28.0472 50.0000 0.0000
N35 22.0215 50.0000 0.0000
N36 39.0320 50.0000 0.0000
N37 25.3958 50.0000 0.0000
N38 20.6408 50.0000 0.0000
N39 37.9086 50.0000 0.0000
N41 18.4239 46.0598 0.0000
N42 20.4808 50.0000 0.0000
N43 31.9220 50.0000 0.0000
N44 29.9453 50.0000 0.0000
N45 25.8972 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 19.0593 47.6482 0.0000
N47 16.0400 40.1000 0.0000
N48 22.6793 50.0000 0.0000
N49 16.7054 41.7635 0.0000
N50 16.2118 40.5295 0.0000
N51 18.8947 47.2368 0.0000
N52 18.0642 45.1604 0.0000
N53 15.0215 37.5537 0.0000
N54 25.4543 50.0000 0.0000
N55 0.5307 1.3268 18365.0000
N56 0.9237 2.3092 10.0000
N57 50.0000 50.0000 0.0000
N58 50.0000 50.0000 0.0000
N59 50.0000 50.0000 0.0000
N60 46.6293 50.0000 0.0000
N61 18.2073 45.5182 0.0000
N62 29.0699 50.0000 0.0000
N63 0.6434 1.6085 2550.0000
N64 25.0282 50.0000 0.0000
N65 24.1133 50.0000 0.0000
N66 20.2807 50.0000 0.0000
N67 12.2184 30.5461 0.0000
N68 9.2624 23.1559 0.0000
D1 10.3899 25.9749 0.0000
N60.7 15.5008 38.7521 0.0000
The junction requiring the smallest time step was...N55
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
L1 3.6092 3.6092 9.8796 0.0833 0.0139 0.1308 Normal Soln
L2 3.9045 3.9045 11.5272 0.0000 0.0116 0.0965 Normal Soln
L3 5.9046 5.9046 26.0370 0.0000 0.0135 0.1413 Normal Soln
L4 5.2901 5.2901 22.0762 0.0000 0.0177 0.3867 Normal Soln
L5 3.2948 3.2948 12.1931 0.0000 0.0140 0.4426 Normal Soln
L6 3.4922 3.4922 14.8411 0.0000 -0.0325 0.1876 Normal Soln
L7 3.4302 3.4302 39.6257 3.1667 -0.0399 0.1130 Normal Soln
L8 2.9561 2.9561 50.0000 206.2500 -0.0545 0.1677 Normal Soln
L9 5.0020 5.0020 18.1181 0.0000 0.0136 1.4308 Normal Soln
L10 3.6978 3.6978 18.8409 3.0000 -0.0196 0.0324 Normal Soln
L11 5.7581 5.7581 50.0000 0.0000 0.0648 0.0831 Normal Soln
L12 5.0437 5.0437 50.0000 0.0000 0.1013 0.1098 Normal Soln
L13 5.6725 5.6725 50.0000 0.0000 0.0979 0.1851 Normal Soln
L14 3.9411 3.9411 11.6075 0.0000 0.0608 2.4356 Normal Soln
L15 4.6880 4.6880 19.3832 0.0000 0.0793 0.2134 Normal Soln
L24 6.9719 6.9719 23.8612 0.0000 0.0622 0.1867 Normal Soln
L25 5.0018 5.0018 20.2082 0.0000 0.0672 0.1157 Normal Soln
L26 4.2207 4.2207 12.7732 0.0000 0.0499 0.2735 Normal Soln
L27 4.3843 4.3843 15.0591 0.0000 0.0655 0.0287 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0059 0.0197 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0083 0.0491 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0098 0.0580 Normal Soln
L31 35.7557 35.7557 50.0000 0.0000 0.0206 0.1187 Normal Soln
L32 6.5221 6.5221 20.7717 0.0000 0.0140 0.9492 Normal Soln
L33 6.3416 6.3416 24.9367 0.0000 0.0068 0.0946 Normal Soln
L34 6.2031 6.2031 41.6098 0.0000 0.0211 0.3959 Normal Soln
L35 8.3481 8.3481 25.7929 0.0000 0.0243 0.0707 Normal Soln
L36 6.2402 6.2402 12.3351 0.0000 0.0262 0.0183 Normal Soln
W2637 7.3673 7.3673 31.7994 0.0000 -0.0016 0.0107 Normal Soln
L37 7.5138 7.5138 36.9685 0.0000 0.0235 0.0422 Normal Soln
L38 3.9866 3.9866 15.0204 0.0000 0.0559 1.0316 Normal Soln
L39 2.8143 2.8143 11.4083 0.0000 -0.0532 0.0947 Normal Soln
L41 14.8315 14.8315 50.0000 0.0000 0.0519 0.8490 Normal Soln
4243 19.7966 19.7966 50.0000 0.0000 0.0433 0.3756 Normal Soln
4344 15.8374 15.8374 50.0000 0.0000 0.0393 0.3494 Normal Soln
6869 5.8045 5.8045 34.6578 0.0000 0.0510 0.6639 Normal Soln
4445 9.1142 9.1142 50.0000 0.0000 0.0443 0.2461 Normal Soln
4546 6.7950 6.7950 23.8496 0.0000 0.0489 0.2202 Normal Soln
4647 5.0706 5.0706 18.3643 0.0000 0.0493 1.0827 Normal Soln
4754 8.5160 8.5160 36.3507 0.0000 -0.0595 0.3210 Normal Soln
4849 4.7594 4.7594 11.7178 0.0000 0.0092 0.0616 Normal Soln
5051 6.5073 6.5073 17.9589 0.0000 0.0132 0.1189 Normal Soln
5253 6.6884 6.6884 12.1048 0.0000 -0.0207 0.0803 Normal Soln
5354 7.8026 7.8026 50.0000 0.0000 -0.0386 0.0754 Normal Soln
5462 3.1423 3.1423 43.7639 0.0000 0.0567 0.2361 Normal Soln
5657 5.8961 5.8961 10.4005 0.0000 -0.0027 0.0098 Normal Soln
5758 41.6951 41.6951 50.0000 0.0000 -0.0022 0.0129 Normal Soln
5859 8.1262 8.1262 18.0515 0.0000 0.0054 0.0845 Normal Soln
5960 8.4978 8.4978 19.6800 0.0000 -0.0068 0.0745 Normal Soln
6061 5.5923 5.5923 31.7251 0.0000 0.0156 0.0604 Normal Soln
6162 9.2116 9.2116 22.4372 0.0000 -0.0230 0.0427 Normal Soln
6465 8.3848 8.3848 32.2163 0.0000 0.0351 0.3109 Normal Soln
6566 8.9759 8.9759 46.3000 0.0000 0.0373 0.4858 Normal Soln
6667 13.8632 13.8632 50.0000 0.0000 0.0289 0.5704 Normal Soln
L595 1.5533 1.5533 33.3919 0.0000 0.0757 0.5581 Normal Soln
L598 1.4004 1.4004 3.7935 10.5000 -0.0046 1.3348 Normal Soln
5556ova 6.4499 6.4499 10.2066 0.0000 -0.0027 0.1218 Normal Soln
5556unda 2.9872 2.9872 7.8326 0.0000 -0.0113 2.0944 Normal Soln
5663ova 38.9552 38.9552 50.0000 0.0000 0.0026 0.1135 Normal Soln
5663und 15.0312 15.0312 38.3872 0.0000 0.0053 2.2848 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 -0.0030 0.0107 Normal Soln
6364und 14.7150 14.7150 28.0835 0.0000 -0.0780 3.2823 Normal Soln
6264ova 4.2842 4.2842 9.5443 0.0000 0.0301 0.2516 Normal Soln
6264und 1.0799 1.0799 2.5588 66.0000 0.0077 2.1386 Normal Soln
6768ova 3.4349 3.4349 7.6741 0.0000 0.0397 1.1615 Normal Soln
6768und 1.4882 1.4882 4.1712 71.0000 -0.0071 2.1324 Normal Soln
4950ova 4.4667 4.4667 16.5782 0.0000 0.0018 0.0881 Normal Soln
4950und 1.8703 1.8703 7.2756 0.0000 0.0041 1.1559 Normal Soln
5152ova 5.2090 5.2090 24.6710 0.0000 0.0012 0.0975 Normal Soln
5152und 1.6002 1.6002 6.0375 0.0000 -0.0084 0.6333 Normal Soln
The conduit with the smallest time step limitation was..L8
The conduit with the largest wobble was.................6364und
The conduit with the largest flow change in any
consecutive time step...................................L12
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.02 / 102.85/ N2/ 0.02 / 101.73/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.58 / 97.28/ N12/ 1.18 / 97.28/
N13/ 1.78 / 97.28/ N14/ 2.33 / 97.28/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.08 / 97.58/ N32/ 0.15 / 94.95/
N33/ 0.01 / 97.52/ N34/ 0.07 / 94.14/ N35/ 0.15 / 94.12/
N36/ 0.06 / 93.04/ N37/ 0.06 / 92.37/ N38/ 0.20 / 92.20/
N39/ 0.22 / 92.20/ N41/ 0.12 / 92.00/ N42/ 0.11 / 91.59/
N43/ 0.13 / 90.78/ N44/ 0.09 / 90.09/ N45/ 0.14 / 89.84/
N69/ 0.09 / 87.77/ N46/ 0.14 / 89.48/ N47/ 0.14 / 89.46/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.35/ N50/ 0.00 / 90.33/
N51/ 0.00 / 89.96/ N52/ 0.01 / 89.94/ N53/ 0.00 / 89.53/
N54/ 0.10 / 89.28/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.01 / 90.51/ N62/ 0.02 / 88.94/
N63/ 0.00 / 95.75/ N64/ 0.14 / 88.77/ N65/ 0.11 / 88.19/
N66/ 0.22 / 88.00/ N67/ 0.39 / 88.00/ N68/ 0.10 / 87.94/
D1/ 0.04 / 88.79/ N60.7/ 0.00 / 90.60/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.01*/ L26/ 0.01 /
L27/ 0.01*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02 / 4344/ 0.02 / 6869/ 0.03 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.00*/ 5462/ 0.03*/
5657/ 0.00*/ 5758/ 0.00*/ 5859/ 0.00*/
5960/ 0.00*/ 6061/ 0.00 / 6162/ 0.00*/
6465/ 0.03 / 6566/ 0.03 / 6667/ 0.03 /
L595/ 0.03*/ L598/ 0.00*/ 5556ova/ 0.00*/
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00*/ 6364und/ 0.00*/ 6264ova/ 0.00 /
6264und/ 0.03 / 6768ova/ 0.00 / 6768und/ 0.03 /
4950ova/ 0.00*/ 4950und/ 0.00 / 5152ova/ 0.00*/
5152und/ 0.00*/ FREE # 1/ 0.03 /
Conduit/ Velocity
L1/ 0.10 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.16 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.08 / L26/ 0.09 /
L27/ 0.03 / L28/ 0.07 / L29/ 0.03 /
L30/ 0.06 / L31/ 0.09 / L32/ 0.23 /
L33/ 0.02 / L34/ 0.05 / L35/ 0.25 /
L36/ 0.41 / W2637/ 0.00 / L37/ 0.08 /
L38/ 0.08 / L39/ -0.06 / L41/ 0.14 /
4243/ 0.22 / 4344/ 0.24 / 6869/ 0.11 /
4445/ 0.12 / 4546/ 0.39 / 4647/ 0.12 /
4754/ 0.24 / 4849/ 0.06 / 5051/ 0.04 /
5253/ 0.09 / 5354/ 0.01 / 5462/ 0.11 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.02 /
5960/ 0.02 / 6061/ 0.02 / 6162/ 0.04 /
6465/ 0.42 / 6566/ 0.23 / 6667/ 0.04 /
L595/ 0.08 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.31 / 5663ova/ 0.00 / 5663und/ 0.28 /
6364ova/ 0.00 / 6364und/ 0.01 / 6264ova/ 0.00 /
6264und/ 0.34 / 6768ova/ 0.00 / 6768und/ 0.54 /
4950ova/ 0.00 / 4950und/ 0.05 / 5152ova/ 0.00 /
5152und/ 0.04 /
Conduit/ Width
L1/ 0.09 / L2/ 0.11 / L3/ 0.15 /
L4/ 0.86 / L5/ 2.87 / L6/ 5.14 /
L7/ 10.78 / L8/ 16.94 / L9/ 2.04 /
L10/ 5.88 / L11/ 10.49 / L12/ 12.66 /
L13/ 13.27 / L14/ 0.49 / L15/ 4.28 /
L24/ 0.97 / L25/ 1.29 / L26/ 0.97 /
L27/ 1.44 / L28/ 0.21 / L29/ 0.50 /
L30/ 2.57 / L31/ 2.21 / L32/ 0.89 /
L33/ 0.07 / L34/ 4.57 / L35/ 0.77 /
L36/ 0.53 / W2637/ 0.00 / L37/ 1.76 /
L38/ 2.27 / L39/ 2.39 / L41/ 2.02 /
4243/ 1.53 / 4344/ 1.49 / 6869/ 2.71 /
4445/ 2.65 / 4546/ 0.77 / 4647/ 2.44 /
4754/ 1.51 / 4849/ 0.24 / 5051/ 0.22 /
5253/ 0.19 / 5354/ 1.46 / 5462/ 3.00 /
5657/ 0.15 / 5758/ 0.26 / 5859/ 0.07 /
5960/ 0.11 / 6061/ 0.13 / 6162/ 0.04 /
6465/ 0.87 / 6566/ 1.22 / 6667/ 4.26 /
L595/ 4.58 / L598/ 1.20 / 5556ova/ 0.01 /
5556unda/ 0.15 / 5663ova/ 0.02 / 5663und/ 0.15 /
6364ova/ 0.00 / 6364und/ 0.29 / 6264ova/ 0.01 /
6264und/ 0.56 / 6768ova/ 0.01 / 6768und/ 0.52 /
4950ova/ 0.01 / 4950und/ 3.00 / 5152ova/ 0.01 /
5152und/ 3.00 /
Junction/ EGL
N1/ 0.02 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.58 / N12/ 1.18 /
N13/ 1.78 / N14/ 2.33 / N15/ 2.73 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.08 / N32/ 0.15 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.15 /
N36/ 0.07 / N37/ 0.07 / N38/ 0.20 /
N39/ 0.22 / N41/ 0.12 / N42/ 0.11 /
N43/ 0.13 / N44/ 0.09 / N45/ 0.14 /
N69/ 0.09 / N46/ 0.15 / N47/ 0.14 /
N48/ 0.01 / N49/ 0.06 / N50/ 0.00 /
N51/ 0.11 / N52/ 0.01 / N53/ 0.00 /
N54/ 0.10 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.01 / N62/ 0.02 /
N63/ 1.26 / N64/ 0.15 / N65/ 0.12 /
N66/ 0.23 / N67/ 0.39 / N68/ 0.12 /
D1/ 0.04 / N60.7/ 0.10 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.27 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.72 / N12/ 12.72 /
N13/ 12.72 / N14/ 12.72 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.42 / N32/ 15.05 /
N33/ 12.48 / N34/ 15.86 / N35/ 15.88 /
N36/ 16.96 / N37/ 17.63 / N38/ 17.80 /
N39/ 17.80 / N41/ 18.00 / N42/ 18.41 /
N43/ 19.22 / N44/ 19.91 / N45/ 20.16 /
N69/ 22.23 / N46/ 20.52 / N47/ 10.54 /
N48/ 8.41 / N49/ 8.65 / N50/ 8.67 /
N51/ 9.04 / N52/ 9.06 / N53/ 9.47 /
N54/ 9.72 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.49 / N62/ 10.06 /
N63/ 3.25 / N64/ 10.23 / N65/ 10.81 /
N66/ 11.00 / N67/ 11.00 / N68/ 11.06 /
D1/ 21.21 / N60.7/ 9.40 /
Junction/ Max Volume
N1/ 0.86 / N2/ 0.69 / N3/ 0.78 /
N4/ 1.04 / N5/ 1.00 / N6/ 0.74 /
N7/ 1.28 / N8/ 1.82 / N9/ 2.25 /
N10/ 1.91 / N11/ 0.95 / N12/ 1.55 /
N13/ 2.15 / N14/ 2.71 / N15/ 0.53 /
N24/ 0.73 / N25/ 0.69 / N26/ 1.09 /
N27/ 0.65 / N28/ 0.39 / N29/ 0.48 /
N30/ 0.51 / N31/ 0.86 / N32/ 1.21 /
N33/ 0.40 / N34/ 1.00 / N35/ 1.00 /
N36/ 0.74 / N37/ 1.09 / N38/ 1.38 /
N39/ 1.34 / N41/ 1.32 / N42/ 1.32 /
N43/ 1.17 / N44/ 1.28 / N45/ 1.54 /
N69/ 1.94 / N46/ 1.86 / N47/ 1.85 /
N48/ 0.60 / N49/ 0.83 / N50/ 0.84 /
N51/ 1.21 / N52/ 1.23 / N53/ 1.63 /
N54/ 1.98 / N55/ 1.12 / N56/ 1.15 /
N57/ 0.03 / N58/ 0.20 / N59/ 0.22 /
N60/ 0.19 / N61/ 0.66 / N62/ 2.24 /
N63/ 1.32 / N64/ 1.31 / N65/ 1.80 /
N66/ 2.07 / N67/ 2.21 / N68/ 1.94 /
D1/ 2.41 / N60.7/ 0.75 /
Junction/Total Fldng
N1/ 0.00 / N2/ 0.00 / N3/ 0.00 /
N4/ 0.00 / N5/ 0.00 / N6/ 0.00 /
N7/ 0.00 / N8/ 0.00 / N9/ 0.00 /
N10/ 0.00 / N11/ 0.00 / N12/ 0.00 /
N13/ 0.00 / N14/ 0.00 / N15/ 0.00 /
N24/ 0.00 / N25/ 0.00 / N26/ 0.00 /
N27/ 0.00 / N28/ 0.00 / N29/ 0.00 /
N30/ 0.00 / N31/ 0.00 / N32/ 0.00 /
N33/ 0.00 / N34/ 0.00 / N35/ 0.00 /
N36/ 0.00 / N37/ 0.00 / N38/ 0.00 /
N39/ 0.00 / N41/ 0.00 / N42/ 0.00 /
N43/ 0.00 / N44/ 0.00 / N45/ 0.00 /
N69/ 0.00 / N46/ 0.00 / N47/ 0.00 /
N48/ 0.00 / N49/ 0.00 / N50/ 0.00 /
N51/ 0.00 / N52/ 0.00 / N53/ 0.00 /
N54/ 0.00 / N55/ 0.00 / N56/ 0.00 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.00 /
N63/ 0.00 / N64/ 0.00 / N65/ 0.00 /
N66/ 0.00 / N67/ 0.00 / N68/ 0.00 /
D1/ 0.00 / N60.7/ 0.00 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.08 / L5/ 0.57 / L6/ 1.85 /
L7/ 6.63 / L8/ 14.36 / L9/ 0.03 /
L10/ 2.62 / L11/ 5.05 / L12/ 9.65 /
L13/ 11.84 / L14/ 0.03 / L15/ 0.32 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.06 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.04 /
L30/ 0.19 / L31/ 0.14 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.30 / L35/ 0.06 /
L36/ 0.04 / W2637/ 0.00 / L37/ 0.18 /
L38/ 0.24 / L39/ 0.37 / L41/ 0.15 /
4243/ 0.10 / 4344/ 0.09 / 6869/ 0.25 /
4445/ 0.19 / 4546/ 0.06 / 4647/ 0.21 /
4754/ 0.10 / 4849/ 0.01 / 5051/ 0.02 /
5253/ 0.01 / 5354/ 0.12 / 5462/ 0.22 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.06 / 6566/ 0.12 / 6667/ 0.69 /
L595/ 0.34 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.02 / 6264ova/ 0.00 /
6264und/ 0.04 / 6768ova/ 0.00 / 6768und/ 0.03 /
4950ova/ 0.00 / 4950und/ 0.01 / 5152ova/ 0.00 /
5152und/ 0.01 /
Conduit/ Final Volume
L1/ 0.04 / L2/ 0.05 / L3/ 0.10 /
L4/ 1.36 / L5/ 5.66 / L6/ 18.89 /
L7/ 69.66 / L8/ 143.57 / L9/ 0.31 /
L10/ 26.23 / L11/ 83.29 / L12/ 159.19 /
L13/ 207.16 / L14/ 0.29 / L15/ 4.13 /
L24/ 0.79 / L25/ 1.03 / L26/ 0.87 /
L27/ 2.24 / L28/ 1.94 / L29/ 5.81 /
L30/ 29.06 / L31/ 12.29 / L32/ 1.26 /
L33/ 0.01 / L34/ 5.24 / L35/ 1.26 /
L36/ 0.64 / W2637/ 0.00 / L37/ 4.21 /
L38/ 3.42 / L39/ 3.73 / L41/ 7.99 /
4243/ 6.03 / 4344/ 4.65 / 6869/ 5.02 /
4445/ 6.14 / 4546/ 1.52 / 4647/ 4.11 /
4754/ 3.25 / 4849/ 0.13 / 5051/ 0.32 /
5253/ 0.18 / 5354/ 3.54 / 5462/ 2.69 /
5657/ 0.00 / 5758/ 0.19 / 5859/ 0.04 /
5960/ 0.05 / 6061/ 0.03 / 6162/ 0.05 /
6465/ 2.02 / 6566/ 4.10 / 6667/ 34.49 /
L595/ 2.05 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.01 / 5663ova/ 0.00 / 5663und/ 0.06 /
6364ova/ 0.00 / 6364und/ 2.17 / 6264ova/ 0.00 /
6264und/ 0.69 / 6768ova/ 0.00 / 6768und/ 0.47 /
4950ova/ 0.00 / 4950und/ 0.08 / 5152ova/ 0.00 /
5152und/ 0.13 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.30 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.05 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.03 /
L27/ 0.05 / L28/ 0.01 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.06 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.06 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.07 /
4243/ 0.06 / 4344/ 0.05 / 6869/ 0.08 /
4445/ 0.06 / 4546/ 0.07 / 4647/ 0.07 /
4754/ 0.06 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.01 / 5462/ 0.01 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.06 / 6566/ 0.08 / 6667/ 0.15 /
L595/ 0.02 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.01 /
6364ova/ 0.00 / 6364und/ 0.04 / 6264ova/ 0.00 /
6264und/ 0.05 / 6768ova/ 0.00 / 6768und/ 0.04 /
4950ova/ 0.00 / 4950und/ 0.00 / 5152ova/ 0.00 /
5152und/ 0.00 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.73 L2/ 101.73/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.28 L11/ 97.28/ 97.28 L12/ 97.28/ 97.28/
L13/ 97.28/ 97.28 L14/ 97.28/ 97.19 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.58 L31/ 97.58/ 94.95 L32/ 94.95/ 94.14/
L33/ 97.52/ 97.12 L34/ 94.14/ 94.12 L35/ 94.12/ 93.04/
L36/ 93.04/ 92.37 W2637/ 92.37/ 92.37 L37/ 92.37/ 92.20/
L38/ 92.20/ 92.20 L39/ 92.19/ 92.20 L41/ 92.00/ 91.59/
4243/ 91.59/ 90.78 4344/ 90.78/ 90.09 6869/ 87.94/ 87.77/
4445/ 90.09/ 89.84 4546/ 89.84/ 89.48 4647/ 89.48/ 89.46/
4754/ 89.46/ 89.28 4849/ 90.59/ 90.41 5051/ 90.33/ 90.07/
5253/ 89.94/ 89.53 5354/ 89.53/ 89.28 5462/ 89.28/ 88.94/
5657/ 99.23/ 99.23 5758/ 99.23/ 92.44 5859/ 92.44/ 91.60/
5960/ 91.60/ 91.16 6061/ 91.16/ 90.70 6162/ 90.51/ 88.94/
6465/ 88.77/ 88.19 6566/ 88.19/ 88.00 6667/ 88.00/ 88.00/
L595/ 88.94/ 88.79 L598/ 90.60/ 90.51 5556ova/ 98.41/ 98.41/
5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75 5663und/ 98.41/ 97.00/
6364ova/ 88.77/ 88.77 6364und/ 95.75/ 88.77 6264ova/ 88.77/ 88.77/
6264und/ 88.79/ 88.77 6768ova/ 87.94/ 87.94 6768und/ 88.00/ 87.94/
4950ova/ 90.33/ 90.33 4950und/ 90.35/ 90.33 5152ova/ 89.94/ 89.94/
5152und/ 89.96/ 89.94
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 12672
Total number of time steps during simulation.... 11447
Ratio of actual # of time steps / NTCYC......... 2.650
Average number of iterations per time step...... 1.107
Average time step size(seconds)................ 1.887
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 2.838
Average minimum implicit time step (sec)........ 2.462
Average minimum junction time step (sec)........ 2.462
Average Courant Factor Tf....................... 2.462
Number of times omega reduced................... 204
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N1 0 1.11 12702 1 13 1 0 0
N2 0 1.12 12865 2 7 0 0 0
N3 0 1.12 12822 0 8 0 0 0
N4 0 1.13 12955 0 6 0 0 0
N5 0 1.23 14082 0 12 1 0 0
N6 0 1.55 17786 0 12 1 0 0
N7 0 2.28 26101 0 11 4 0 0
N8 0 3.01 34459 120 20 42 0 0
N9 0 2.42 27680 34 13 20 0 0
N10 0 1.13 12991 0 7 0 0 0
N11 0 1.66 18955 0 31 1 1 0
N12 0 2.40 27486 2 26 2 1 0
N13 0 2.75 31483 1 11 1 0 0
N14 0 2.18 24995 2 11 2 0 0
N15 0 1.09 12461 0 7 0 0 0
N24 0 1.12 12875 0 14 1 0 0
N25 0 1.10 12552 0 8 0 0 0
N26 0 1.27 14571 1 10 1 0 0
N27 0 1.13 12988 0 7 0 0 0
N28 0 1.08 12310 0 5 0 0 0
N29 0 1.12 12864 1 13 1 0 0
N30 0 1.16 13257 0 14 1 0 0
N31 0 1.09 12513 0 15 2 0 0
N32 0 1.12 12789 0 7 0 0 0
N33 0 1.10 12620 0 6 0 0 0
N34 0 1.16 13268 0 7 0 0 0
N35 0 1.21 13806 0 6 0 0 0
N36 0 1.12 12801 0 7 0 0 0
N37 0 1.19 13673 0 7 0 0 0
N38 0 1.22 13988 0 19 1 0 0
N39 0 1.14 13053 0 9 0 0 0
N41 0 1.17 13397 0 9 0 0 0
N42 0 1.17 13415 2 18 1 0 0
N43 0 1.17 13352 0 7 0 0 0
N44 0 1.16 13300 0 7 0 0 0
N45 0 1.16 13244 0 7 0 0 0
N69 0 1.26 14427 2 8 0 0 0
N46 0 1.19 13650 0 7 0 0 0
N47 0 1.19 13599 0 6 0 0 0
N48 0 1.16 13224 0 10 1 0 0
N49 0 1.45 16579 0 7 0 0 0
N50 0 1.45 16544 1 6 0 0 0
N51 0 1.65 18852 1 7 0 0 0
N52 0 1.64 18757 1 7 0 0 0
N53 0 1.84 21050 0 6 0 0 0
N54 0 1.93 22122 0 13 1 0 0
N55 0 1.13 12964 0 7 0 0 0
N56 0 1.34 15336 0 11 2 0 0
N57 0 1.12 12848 0 5 0 0 0
N58 0 1.11 12745 0 30 1 1 0
N59 0 1.11 12673 1 7 0 0 0
N60 0 1.16 13278 0 7 0 0 0
N61 0 1.25 14343 0 7 0 0 0
N62 0 2.36 27046 0 7 0 0 0
N63 0 1.32 15153 6 40 45 2 1
N64 0 1.34 15305 0 25 42 2 0
N65 0 1.18 13466 0 6 0 0 0
N66 0 1.27 14493 0 6 0 0 0
N67 0 1.37 15656 0 9 0 0 0
N68 0 1.29 14813 0 8 0 0 0
D1 0 2.09 23929 26 9 0 0 0
N60.7 0 1.22 13949 0 13 3 0 0
Total number of iterations for all junctions.. 993260
Minimum number of possible iterations......... 709714
Efficiency of the simulation.................. 1.40
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 103.6904 0 25 0.0000 6.3096 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.3954 0 25 0.0000 7.6046 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.1632 0 25 0.0000 8.8368 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.5003 0 25 0.0000 9.4997 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 100.0354 0 25 0.0000 9.9646 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.6004 0 25 0.0000 10.3996 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.6149 0 26 0.0000 10.3851 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.6163 0 25 0.0000 10.3837 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.6176 0 25 0.0000 10.3824 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.9130 0 25 0.0000 11.0870 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6500 0 25 0.0000 12.3500 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6537 0 25 0.0000 12.3463 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6545 0 25 0.0000 12.3455 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6555 0 25 0.0000 12.3445 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.9929 0 25 0.0000 15.0071 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.7587 0 26 0.0000 15.2413 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.2794 0 25 0.0000 15.7206 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.9434 0 26 0.0000 16.0566 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.3897 0 27 0.0000 16.6103 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8862 0 26 0.0000 9.1138 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.9838 0 26 0.0000 6.0162 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 106.0075 0 29 0.0000 3.9925 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.3579 0 31 0.0000 11.6421 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 96.0124 0 34 0.0000 13.9876 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.9057 0 25 0.0000 12.0943 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 95.0660 0 35 0.0000 14.9340 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.9666 0 35 0.0000 15.0334 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.7174 0 35 0.0000 16.2826 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.3969 0 27 0.0000 16.6031 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.3810 0 27 0.0000 16.6190 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.3191 0 28 0.0000 16.6809 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.1997 0 28 0.0000 16.8003 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.7956 0 29 0.0000 17.2044 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.8242 0 28 0.0000 18.1758 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.2778 0 34 0.0000 18.7222 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 91.2377 0 35 0.0000 18.7623 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.6158 0 38 0.0000 20.3842 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 91.1953 0 35 0.0000 18.8047 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 91.1701 0 35 0.0000 8.8299 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 91.1810 0 35 0.0000 7.8190 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.4100 91.1770 0 35 0.0000 7.8230 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.3300 91.1678 0 35 0.0000 7.8322 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 91.1664 0 35 0.0000 7.8336 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 91.1604 0 35 0.0000 7.8396 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 91.1607 0 35 0.0000 7.8393 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 91.1609 0 35 0.0000 7.8391 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0399 0 25 0.0000 9.9601 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5511 0 25 0.0000 10.4489 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2597 0 25 0.0000 10.7403 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.6399 0 25 0.0000 6.3601 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.8245 0 25 0.0000 7.1755 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.3456 0 27 0.0000 7.6544 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.1600 0 35 0.0000 7.8400 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 91.1596 0 35 0.0000 7.8404 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0704 0 25 0.0000 1.9296 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.9386 0 36 0.0000 9.0614 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.8830 0 37 0.0000 9.1170 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.8460 0 37 0.0000 9.1540 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.8175 0 37 0.0000 9.1825 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.7760 0 37 0.0000 9.2240 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 91.1592 0 35 0.0000 18.8408 1.0000 0.0000 0.0000 0.0000
N60.7 100.0000 91.7000 91.3454 0 27 0.0000 8.6546 1.0000 0.0000 0.0000 0.0000
*======================================================*
| Table E10 - CONDUIT SUMMARY STATISTICS |
| Note: The peak flow may be less than the design flow |
| and the conduit may still surcharge because of the |
| downstream boundary conditions. |
| |
| * denotes an open conduit that has been overtopped |
| this is a potential source of severe errors |
*======================================================*
Conduit Maximum Maximum Time Maximum Time Ratio of Maximum Depth Ratio
Design Design Vertical Computed of Computed of Max. to at Pipe Ends d/D
Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm US DS
Name (cms) (m/s) (mm) (cms) Hr. Min. (m/s) Hr. Min. Flow (m) (m)
--------------- ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- ----- -----
L1 23.7900 1.8594 2000.000 1.5188 0 25 1.0665 0 25 0.0638 103.6904 102.3954 .4302 .3427
L2 31.3792 2.1255 2000.000 1.5071 0 25 0.9543 0 25 0.0480 102.3954 101.1632 .3427 .3916
L3 21.1637 1.3610 2000.000 1.4949 0 25 0.6147 0 25 0.0706 101.1632 100.5003 .3916 .5201
L4 14.8201 1.0611 2000.000 2.8512 0 25 0.7253 0 25 0.1924 100.5003 100.0354 .5201 .4977
L5 14.1212 0.8828 2000.000 2.8377 0 25 0.8201 0 25 0.2010 100.0354 99.6004 .4977 .3702
L6 107.6004 6.2305 2000.000 2.8967 0 25 0.6873 0 25 0.0269 99.6004 99.6149 .3702 .6425
L7 212.9831 7.4760 2500.000 2.9523 0 25 0.2650 0 25 0.0139 99.6149 99.6163 .5140 .7265
L8 226.7844 7.2108 2500.000 3.3212 0 25 0.1574 0 25 0.0146 99.6163 99.6176 .7265 .8991
L9 5.4768 0.2939 750.0000 3.2027 0 25 0.5519 0 25 0.5848 99.6176 99.4201 .5302 .2801
L10 230.8083 6.4936 2000.000 3.2016 0 25 0.5310 0 25 0.0139 98.9130 97.6500 .1065 .4750
L11 134.5580 5.4448 2000.000 3.2300 0 25 0.3300 0 25 0.0240 97.6500 97.6537 .4750 .7769
L12 167.9513 6.1274 2500.000 3.2520 0 25 0.2171 0 25 0.0194 97.6537 97.6544 .6215 .8618
L13 106.1819 4.1030 2750.000 4.4247 0 25 0.2452 0 25 0.0417 97.6545 97.6555 .7834 .9838
L14 3.7006 0.2681 800.0000 4.3942 0 25 0.8616 0 25 1.1874 97.6555 97.5329 .6444 .5036
L15 41.4767 1.7783 1500.000 4.3882 0 25 0.6708 0 25 0.1058 94.9929 94.7587 .3552 .4858
L24 46.8109 1.7908 2000.000 4.3680 0 26 0.8382 0 26 0.0933 94.7587 94.2794 .3644 .3447
L25 97.5504 2.8628 2500.000 5.6457 0 25 0.7918 0 25 0.0579 94.2794 93.9434 .2758 .4374
L26 39.8090 1.2386 3000.000 5.4158 0 26 1.1744 0 26 0.1360 93.9434 93.3897 .3645 .2166
L27 416.5903 6.9969 3500.000 5.4122 0 26 0.9629 0 15 0.0130 93.3897 93.3810 .1856 .3946
Section 4
L28 142.9406 2.4129 2000.000 1.4012 0 26 0.7735 0 35 0.0098 120.8862 113.9838 .1931 .2419
L29 111.2914 2.2238 2000.000 2.6577 0 27 1.0940 0 25 0.0239 113.9838 106.0075 .2419 .2537
L30 121.4510 2.4983 2000.000 3.5253 0 29 0.7052 0 23 0.0290 106.0075 98.3579 .2537 .4289
L31 81.3908 1.8198 2000.000 4.8353 0 31 0.5527 0 17 0.0594 98.3579 96.0124 .4289 .6062
L32 10.6189 1.0497 1500.000 5.0443 0 34 1.0110 0 34 0.4750 96.0124 95.0660 .8082 .6640
L33 13.2107 0.8025 900.0000 0.5522 0 25 0.4024 0 25 0.0418 97.9057 97.3449 .4397 .2499
L34 27.1462 0.7567 2000.000 5.3037 0 34 0.4206 0 34 0.1954 95.0660 94.9666 .4980 .4983
L35 151.1332 2.3985 2800.000 5.3019 0 35 0.8336 0 35 0.0351 94.9666 93.7174 .3559 .2633
L36 604.2278 7.2058 3400.000 5.5258 0 35 1.4593 0 14 0.0091 93.7174 93.3969 .2169 .3197
W2637 41.0450 1.2356 2000.000 0.2192 0 26 0.3145 0 26 0.0053 93.9434 93.7181 .1117 .0490
L37 268.7941 4.1638 3600.000 5.5838 0 35 0.6357 0 46 0.0208 93.3969 93.3810 .3019 .3836
L38 20.3679 0.8611 2000.000 10.3943 0 27 0.9321 0 25 0.5103 93.3810 93.3191 .6905 .6695
L39 220.6626 2.1612 4000.000 -10.3578 0 27 -0.8766 0 25 -0.0469 93.3191 93.1997 .2848 .3049
L41 24.3580 0.8853 2000.000 10.3066 0 28 0.7371 0 27 0.4231 93.1997 92.7956 .6598 .6578
4243 57.3946 1.4914 2000.000 10.7904 0 29 0.7623 0 29 0.1880 92.7956 91.8242 .6578 .5871
4344 63.4676 1.7564 2000.000 11.0524 0 30 0.8739 0 27 0.1741 91.8242 91.2778 .5871 .6389
6869 43.1813 0.6276 2800.000 14.3141 0 38 0.5771 0 38 0.3315 89.7760 89.6158 .6914 .6914
4445 86.8567 1.9041 2500.000 10.6005 0 32 0.6390 0 25 0.1220 91.2778 91.2377 .5111 .6151
4546 96.3889 3.0307 2500.000 10.5879 0 32 1.0491 0 15 0.1098 91.2377 91.1953 .6151 .7421
4647 19.5453 0.7456 2500.000 10.5097 0 33 1.0903 0 21 0.5377 91.1953 91.1701 .7421 .7400
4754 69.8137 1.6227 2500.000 10.5946 0 34 0.8531 0 20 0.1518 91.1701 91.1609 .7400 .7924
4849 68.7768 2.2981 2000.000 1.9041 0 25 1.0243 0 25 0.0277 91.1810 91.1770 .3005 .3835
5051 53.2734 2.2916 2000.000 2.5549 0 24 1.0580 0 23 0.0480 91.1678 91.1664 .4189 .5482
5253 101.3181 4.3724 2000.000 2.4434 0 24 1.6522 0 17 0.0241 91.1604 91.1607 .6152 .8154
5354 215.9379 3.0206 2500.000 1.6498 0 35 0.4544 0 13 0.0076 91.1607 91.1609 .6523 .7604
5462 217.9611 2.6925 2500.000 12.2114 0 35 0.2742 2 42 0.0560 91.1609 91.1596 .7604 .8958
5657 69.9273 5.9238 400.0000 0.3411 0 25 0.5769 0 25 0.0049 99.5511 99.2597 .0527 .0742
5758 51.4571 6.0705 500.0000 0.3318 0 25 0.2096 0 25 0.0064 99.2597 92.6399 .0594 .3997
5859 18.9395 2.2745 1000.000 0.7976 0 26 0.9975 0 27 0.0421 92.6399 91.8245 .1999 .2245
5960 27.1929 2.5298 1000.000 0.9833 0 26 0.8643 0 26 0.0362 91.8245 91.3456 .2245 .1856
6061 54.8120 3.2856 1000.000 0.9416 0 26 0.3467 0 6 0.0172 91.3456 91.3454 .1856 .6454
6162 84.2671 4.7255 2000.000 1.0163 0 27 1.3427 0 11 0.0121 91.1600 91.1596 .3300 1.119 *
6465 90.4168 2.4565 2400.000 13.9289 0 36 0.9933 0 34 0.1541 89.9386 89.8830 .5452 .7513
6566 57.6108 1.7304 2400.000 13.8435 0 36 0.7576 0 15 0.2403 89.8830 89.8460 .7513 .8608
6667 54.3218 0.8545 2400.000 14.3970 0 36 0.2962 0 8 0.2650 89.8460 89.8175 .8608 .9198
L595 217.9611 2.6925 2500.000 12.8006 0 35 0.1915 0 0 0.0587 91.1596 91.1592 .8958 .9637
L598 1.4897 2.7588 450.0000 0.8567 0 27 1.5825 0 27 0.5751 91.3454 91.1600 1.656 1.466
5556ova 8.0165 3.7039 500.0000 0.4875 0 25 1.5694 0 25 0.0608 100.0399 99.5893 .3797 .3786
5556unda 0.2730 2.4721 375.0000 0.2284 0 25 2.0427 0 25 0.8365 100.0399 99.5511 2.986 2.882
5663ova 7.0634 3.0050 500.0000 0.3975 0 25 1.2231 0 25 0.0563 99.5511 98.1504 .3022 .3007
5663und 0.2114 1.9145 375.0000 0.2360 0 25 2.1622 0 25 1.1163 99.5511 97.3428 3.069 .9141
6364ova 109.2892 6.1392 1800.000 0.5611 0 25 0.8384 0 25 0.0051 97.0704 89.9657 .0391 .0365
6364und 0.6735 4.2350 450.0000 0.6281 0 13 3.9169 0 13 0.9325 97.0704 89.9386 2.934 2.907
6264ova 48.9163 1.4846 800.0000 6.1302 0 35 1.0481 0 36 0.1253 91.1592 91.0942 .3489 .2927
6264und 3.2349 3.4667 1090.000 3.3590 0 31 3.5172 0 30 1.0384 91.1592 89.9386 2.210 1.200
6768ova 22.4678 1.2234 600.0000 13.0476 0 37 1.3034 0 33 0.5807 89.8175 89.7760 .6959 .6600
6768und 3.2349 3.4667 1090.000 2.0523 0 25 2.1582 0 25 0.6344 89.8175 89.7760 1.704 1.776
4950ova 6.3533 1.3814 500.0000 0.2795 0 35 0.3620 0 33 0.0440 91.1770 91.1678 .2740 .2957
4950und 2.1890 1.6215 450.0000 0.9370 0 25 0.8247 0 24 0.4281 91.1770 91.1678 1.837 1.861
5152ova 3.7458 0.7018 500.0000 0.1827 0 35 0.2432 0 35 0.0488 91.1664 91.1604 .2729 .2707
5152und 6.8731 2.7770 825.0000 1.2112 0 24 0.9948 0 22 0.1762 91.1664 91.1604 1.462 1.491
FREE # 1 Undefnd Undefnd Undefn 14.3141 0 38
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
L1 0.0000 360.0000 0.0000 0.0000 0.3155 1.4246 0.8208
L2 0.0000 360.0000 0.0000 0.0000 0.3340 1.5812 0.6996
L3 0.0000 360.0000 0.0000 0.0000 0.4161 2.4351 0.5597
L4 0.0000 360.0000 0.0000 0.0000 0.5135 3.9367 0.7368
L5 0.0000 360.0000 0.0000 0.0000 0.4724 3.4792 0.7074
L6 0.0000 360.0000 0.0000 0.0000 0.4580 4.2555 0.6920
L7 0.0000 360.0000 0.0000 0.0000 0.7566 11.1605 0.4104
L8 0.0000 360.0000 0.0000 0.0000 1.0298 21.1310 0.3195
L9 0.0000 0.0000 0.0000 360.0000 0.2102 5.8036 0.1677
L10 0.0000 360.0000 0.0000 0.0000 0.4067 6.0313 0.3086
L11 0.0000 360.0000 0.0000 0.0000 0.6106 9.7920 0.4129
L12 0.0000 360.0000 0.0000 0.0000 0.9027 14.9804 0.4025
L13 0.0000 360.0000 0.0000 0.0000 0.8747 18.0602 0.5953
L14 0.0000 0.0000 0.0000 360.0000 0.2635 5.1012 0.3955
L15 0.0000 360.0000 0.0000 0.0000 0.4441 6.5628 0.4219
L24 0.0000 360.0000 0.0000 0.0000 0.4051 5.2138 0.5935
L25 0.0000 360.0000 0.0000 0.0000 0.5632 7.1401 0.7048
L26 0.0000 360.0000 0.0000 0.0000 0.5350 4.6121 1.0186
L27 0.0000 360.0000 0.0000 0.0000 0.5147 6.0739 0.9155
L28 0.0000 360.0000 0.0000 0.0000 0.2455 1.8808 0.3246
L29 0.0000 360.0000 0.0000 0.0000 0.3393 2.4411 0.5348
L30 0.0000 360.0000 0.0000 0.0000 0.3483 5.1998 0.4648
L31 0.0000 360.0000 0.0000 0.0000 0.3979 10.4501 0.4871
L32 0.0000 360.0000 0.0000 0.0000 0.4810 4.9895 1.1163
L33 0.0000 0.0000 0.0000 360.0000 0.1315 1.3724 0.1244
L34 0.0000 360.0000 0.0000 0.0000 0.5824 12.6117 0.4190
L35 0.0000 360.0000 0.0000 0.0000 0.2934 6.3606 0.7227
L36 0.0000 360.0000 0.0000 0.0000 0.3202 7.3354 0.7541
W2637 337.6444 0.0000 0.0000 22.3556 0.0994 0.6971 0.0505
L37 0.0000 360.0000 0.0000 0.0000 0.6629 9.9757 0.7200
L38 0.0000 360.0000 0.0000 0.0000 0.6736 11.3094 1.2526
L39 0.0000 137.8194 222.1806 0.0000 0.7139 11.9494 1.0240
L41 0.0000 360.0000 0.0000 0.0000 0.8434 14.0004 0.9696
4243 0.0000 360.0000 0.0000 0.0000 0.5184 14.1644 0.9484
4344 1.2083 358.7917 0.0000 0.0000 0.5527 13.4956 1.0008
6869 8.1667 351.8333 0.0000 0.0000 0.8484 24.8047 1.1172
4445 0.2083 359.7917 0.0000 0.0000 0.9500 19.6715 0.7633
4546 0.2083 359.7917 0.0000 0.0000 0.8928 16.0392 1.1352
4647 1.1250 358.8750 0.0000 0.0000 1.0235 15.4272 1.2662
4754 0.2083 359.7917 0.0000 0.0000 1.0560 26.5294 0.7663
4849 0.2083 54.2292 0.0000 305.5625 0.4022 4.7106 0.3941
5051 0.2083 72.6736 0.0000 287.1181 0.7207 7.8568 0.3698
5253 0.2083 359.7917 0.0000 0.0000 0.7858 11.8680 0.4567
5354 0.2083 356.5000 0.0000 3.2917 1.3459 45.9008 0.0933
5462 3.5417 356.4583 0.0000 0.0000 1.3493 59.1283 0.4275
5657 337.7500 22.2500 0.0000 0.0000 0.0199 0.5931 0.0146
5758 262.6111 97.3889 0.0000 0.0000 0.0963 1.5904 0.0239
5859 0.2083 359.7917 0.0000 0.0000 0.1589 0.8369 0.2023
5960 0.2083 359.7917 0.0000 0.0000 0.1317 1.1455 0.1636
6061 0.2083 66.4917 0.0000 293.3000 0.2822 5.0354 0.0794
6162 0.2083 359.7917 0.0000 0.0000 0.6096 8.5804 0.5372
6465 0.2083 359.7917 0.0000 0.0000 0.7831 14.2018 1.5307
6566 0.9583 359.0417 0.0000 0.0000 1.0220 22.4164 1.1962
6667 0.2083 359.7917 0.0000 0.0000 1.1140 50.6596 0.6076
L595 0.8750 359.1250 0.0000 0.0000 1.3822 71.1396 0.4175
L598 1.4167 358.5833 0.0000 0.0000 0.2312 0.5920 1.0693
5556ova 321.4452 22.6698 0.0000 15.8849 0.0829 0.3122 0.2962
5556unda 0.2083 60.2583 0.0000 299.5333 0.1122 0.1137 2.2477
5663ova 315.7500 0.0000 0.0000 44.2500 0.0818 0.3252 0.1843
5663und 0.2083 0.0000 0.0000 359.7917 0.1117 0.1092 1.6150
6364ova 332.0771 6.8667 0.0000 21.0563 0.0673 0.6692 0.0570
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1641 4.9066
6264ova 322.2333 0.0000 0.0000 37.7667 0.1680 5.8578 0.2686
6264und 1.3333 358.6667 0.0000 0.0000 0.3304 0.9573 6.4201
6768ova 293.5625 15.8500 0.0000 50.5875 0.2812 10.4464 0.5081
6768und 8.1250 351.8750 0.0000 0.0000 0.3315 0.9578 3.0205
4950ova 334.7000 25.3000 0.0000 0.0000 0.0983 0.7762 0.0513
4950und 1.2083 358.7917 0.0000 0.0000 0.3121 1.4802 0.3358
5152ova 334.1000 25.8667 0.0000 0.0333 0.0839 0.7511 0.0330
5152und 1.1250 358.8750 0.0000 0.0000 0.4929 2.7107 0.4007
*===========================================*
| 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 0.1164 2513.1735 0.0015 1.0000 0.3219 0.0969 0.2222 12.0119
L2 0.1165 2516.7599 0.0014 1.0000 0.2752 0.0972 0.2573 12.0119
L3 0.1167 2519.6888 0.0015 1.0000 0.1737 0.1208 0.3982 12.0119
L4 0.2198 4747.2036 0.0026 1.0000 0.1041 0.1610 0.7060 12.0119
L5 0.2202 4757.3978 0.0030 1.0000 0.0704 0.2484 1.1112 12.0119
L6 0.2203 4758.6163 0.0089 1.0000 0.0410 0.3412 2.4511 2.8160
L7 0.2203 4758.0848 0.0115 1.0000 0.0108 0.6215 7.8039 2.8030
L8 0.2475 5346.8401 0.0171 1.0000 0.0052 0.8740 16.1367 2.8028
L9 0.2476 5348.4253 0.0034 1.0000 0.2473 0.0560 1.1506 6.0060
L10 0.2477 5350.8708 0.0033 1.0000 0.0774 0.2665 3.7891 6.2129
L11 0.2473 5341.6108 0.0056 1.0000 0.0158 0.5012 6.9244 2.8075
L12 0.2462 5318.8531 0.0080 1.0000 0.0077 0.7920 11.8054 2.8053
L13 0.3386 7313.4333 0.0097 1.0000 0.0074 0.8516 14.2279 2.8079
L14 0.3381 7303.1088 0.0037 1.0000 0.2523 0.1230 1.0555 6.0059
L15 0.3386 7313.9130 0.0033 1.0000 0.1253 0.1392 1.5633 8.0321
L24 0.3389 7321.2258 0.0037 1.0000 0.2368 0.1041 0.9324 8.0079
L25 0.4437 9583.5907 0.0049 1.0000 0.1832 0.1496 1.3906 8.0289
L26 0.4413 9532.8871 0.0047 1.0000 0.2679 0.1565 0.9357 8.0079
L27 0.4420 9547.8677 0.0047 1.0000 0.1506 0.1858 1.4726 4.0040
L28 0.1356 2928.2952 0.0013 1.0000 0.3761 0.0754 0.3578 8.0079
L29 0.2532 5468.7590 0.0024 1.0000 0.3218 0.1018 0.5520 8.0079
L30 0.4311 9312.2505 0.0031 1.0000 0.2526 0.1625 1.3313 8.0079
L31 0.6074 13120.675 0.0048 1.0000 0.1570 0.1878 2.3662 8.0079
L32 0.6562 14173.304 0.0046 1.0000 0.2715 0.2187 1.3051 10.0099
L33 0.0377 813.8257 0.0007 1.0000 0.3434 0.0354 0.1848 12.0119
L34 0.6955 15023.541 0.0048 1.0000 0.0706 0.2642 4.2819 10.0099
L35 0.6969 15052.294 0.0048 1.0000 0.3155 0.1537 1.6320 10.0099
L36 0.7310 15790.547 0.0048 1.0000 0.5541 0.1298 1.3923 3.6036
W2637 0.0034 73.2858 0.0001 0.1016 0.0366 0.0043 0.0254 0.1000
L37 0.7367 15913.724 0.0052 1.0000 0.1809 0.2350 2.3626 3.6036
L38 1.1814 25518.319 0.0092 1.0000 0.1697 0.2665 2.6647 3.6036
L39 -1.1826 -25543.35 0.0090 1.0000 0.0000 0.2575 3.0604 8.0079
L41 1.1883 25667.190 0.0092 1.0000 0.1597 0.2877 3.6489 8.0079
4243 1.2586 27186.625 0.0096 0.9993 0.2331 0.2148 3.1324 4.9811
4344 1.2668 27362.742 0.0096 0.9971 0.2622 0.2120 3.1304 0.0750
6869 1.9613 42363.156 0.0126 0.9827 0.1239 0.3993 6.7525 0.1464
4445 1.2985 28047.412 0.0093 0.9994 0.1327 0.3220 5.5106 4.5331
4546 1.3250 28620.954 0.0094 0.9994 0.3041 0.3132 3.9496 3.2380
4647 1.3262 28645.953 0.0095 0.9974 0.1359 0.3908 4.3294 0.0509
4754 1.3482 29121.561 0.0099 0.9994 0.2454 0.3589 6.8444 3.2379
4849 0.1546 3338.5648 0.0020 0.9994 0.4993 0.1006 0.9052 3.2379
5051 0.2079 4490.5304 0.0030 0.9994 0.7172 0.1853 1.7977 3.2379
5253 0.2245 4849.0575 0.0036 0.9994 0.5177 0.2300 2.7892 1.9428
5354 0.2267 4896.6280 0.0069 0.9993 0.0590 0.3975 12.4116 3.1131
5462 1.5777 34077.359 0.0217 0.9924 0.1902 0.4639 16.9499 0.0810
5657 0.0072 156.2702 0.0002 0.0999 0.1090 0.0010 0.0302 0.0200
5758 0.0072 156.4477 0.0002 0.4376 0.0239 0.0150 0.2391 0.0350
5859 0.0488 1053.9664 0.0007 0.9994 0.4010 0.0323 0.1362 3.8855
5960 0.0604 1305.2480 0.0009 0.9994 0.3801 0.0253 0.1712 3.2379
6061 0.0606 1308.6845 0.0013 0.9993 0.6673 0.0469 0.7071 3.1131
6162 0.0810 1749.7921 0.0014 0.9994 0.1555 0.1956 2.4280 3.2380
6465 1.8348 39631.812 0.0125 0.9994 0.3085 0.3143 4.2648 3.2379
6566 1.8367 39672.263 0.0125 0.9977 0.1647 0.4323 7.3882 1.5120
6667 1.9540 42206.370 0.0134 0.9994 0.0476 0.5365 17.9726 5.1807
L595 1.6580 35812.555 0.0487 0.9978 0.0972 0.5340 21.4805 1.4270
L598 0.0609 1316.3179 0.0009 0.9969 0.2940 0.0689 0.1724 0.3528
5556ova 0.0203 439.4002 0.0004 0.1792 0.1801 0.0108 0.0259 0.0201
5556unda 0.0344 743.0025 0.0003 0.9994 1.3440 0.0398 0.0323 0.9066
5663ova 0.0269 581.9986 0.0004 0.2094 0.1912 0.0120 0.0420 0.0201
5663und 0.0402 868.5842 0.0003 0.9994 1.2058 0.0456 0.0345 0.9066
6364ova 0.0209 451.1621 0.0004 0.1268 0.1286 0.0054 0.0538 0.0500
6364und 0.0851 1837.7628 0.0015 0.9994 1.1667 0.0689 0.0709 0.9066
6264ova 0.3055 6598.2924 0.0043 0.1980 0.1278 0.0214 0.6429 0.0200
6264und 1.3528 29220.200 0.0034 0.9970 0.6479 0.1883 0.4475 0.3528
6768ova 1.0710 23132.904 0.0096 0.3313 0.2280 0.0560 1.7662 0.0200
6768und 0.8887 19195.528 0.0031 0.9827 0.5151 0.1879 0.4852 0.0140
4950ova 0.0084 182.4739 0.0002 0.1327 0.0340 0.0081 0.0566 0.0217
4950und 0.1464 3162.4443 0.0011 0.9972 1.0365 0.0787 0.4297 0.0120
5152ova 0.0055 118.2842 0.0001 0.1358 0.0229 0.0074 0.0543 0.0215
5152und 0.2027 4378.2821 0.0019 0.9973 0.7002 0.1260 0.7800 0.0120
FREE # 1 1.9615 42368.082
*===============================================================*
| Table E13. Channel losses(H), headwater depth (HW), tailwater |
| depth (TW), critical and normal depth (Yc and Yn). |
| Use this section for culvert comparisons |
*===============================================================*
Conduit Maximum Head Friction Critical Normal HW TW
Name Flow Loss Loss Depth Depth Elevat Elevat
--------------- --------- --------- --------- --------- --------- --------- ---------
L1 1.5036 0.0000 1.2421 0.6363 0.8018 103.6884 102.3929 Max Flow
L2 1.4910 0.0000 0.9721 0.5539 0.6816 102.3926 101.1582 Max Flow
L3 1.4690 0.0000 0.4312 0.5496 0.7771 101.1579 100.4971 Max Flow
L4 2.8232 0.0000 0.4608 0.6411 1.0333 100.4968 100.0285 Max Flow
L5 2.7823 0.0000 0.4075 0.5586 1.0417 100.0281 99.5895 Max Flow
L6 2.8304 0.0000 0.0199 0.6430 0.5461 99.5902 99.6088 Max Flow
L7 2.8053 0.0000 0.0012 0.5907 0.4935 99.6087 99.6128 Max Flow
L8 3.1699 0.0000 0.0003 0.5951 0.5079 99.6128 99.6135 Max Flow
L9 3.1057 0.0000 0.1740 0.2076 0.5999 99.6135 99.4176 Max Flow
L10 3.0898 0.0000 0.0578 0.2496 0.2060 98.9086 97.6481 Max Flow
L11 3.0553 0.0000 0.0046 0.5445 0.4966 97.6479 97.6505 Max Flow
L12 3.0023 0.0000 0.0010 0.6212 0.5527 97.6504 97.6516 Max Flow
L13 4.3277 0.0000 0.0019 0.8784 0.8039 97.6516 97.6533 Max Flow
L14 4.2897 0.0000 0.0937 0.4024 0.6941 97.6532 97.5324 Max Flow
L15 4.2450 0.0000 0.2298 0.3254 0.5232 94.9838 94.7436 Max Flow
L24 4.1532 0.0000 0.4626 0.4923 0.7053 94.7432 94.2724 Max Flow
L25 5.5107 0.0000 0.2501 0.5186 0.6809 94.2720 93.9285 Max Flow
L26 5.2106 0.0000 0.4751 0.6347 1.2313 93.9281 93.3670 Max Flow
L27 5.1595 0.0000 0.0874 0.6603 0.6234 93.3666 93.3240 Max Flow
L28 1.3456 0.0000 5.1479 0.2793 0.3771 120.8784 113.9719 Max Flow
L29 2.5712 0.0000 7.9722 0.3550 0.4785 113.9620 106.0075 Max Flow
L30 3.5253 0.0000 2.8355 0.3826 0.5065 106.0075 98.3555 Max Flow
L31 4.8038 0.0000 0.7183 0.5642 0.8559 98.3555 95.9853 Max Flow
L32 5.0442 0.0000 0.8898 0.8080 1.1732 96.0123 95.0660 Max Flow
L33 0.5476 0.0000 0.5413 0.2241 0.3573 97.9051 97.3441 Max Flow
L34 5.3036 0.0000 0.0994 0.4487 0.9943 95.0660 94.9665 Max Flow
L35 5.3009 0.0000 1.1971 0.7601 0.9013 94.9665 93.7174 Max Flow
L36 5.5250 0.0000 0.1191 0.7375 0.7328 93.7174 93.3448 Max Flow
W2637 0.1827 0.0000 0.2065 0.0920 0.1825 93.9281 93.7120 Max Flow
L37 5.5828 0.0000 0.0375 0.6520 0.7763 93.3447 93.3218 Max Flow
L38 9.9250 0.0000 0.0557 0.9356 1.6216 93.3649 93.3053 Max Flow
L39 -0.0206 0.0000 -0.0108 0.0063 0.0199 92.1863 92.1971 Max Flow
L41 10.0816 0.0000 0.3962 0.7275 1.3078 93.1886 92.7941 Max Flow
4243 10.7241 0.0000 0.9556 0.8553 1.2747 92.7940 91.8179 Max Flow
4344 11.0487 0.0000 0.6348 0.8397 1.1707 91.8177 91.1858 Max Flow
6869 14.1266 0.0000 0.1602 0.9372 1.9304 89.7705 89.6105 Max Flow
4445 10.2895 0.0000 0.0474 0.6042 0.9135 91.2777 91.2376 Max Flow
4546 10.4486 0.0000 0.0562 0.9857 1.2210 91.2376 91.1949 Max Flow
4647 10.4389 0.0000 0.0256 0.8901 1.9549 91.1949 91.1692 Max Flow
4754 10.5647 0.0000 0.0115 0.7956 1.1553 91.1692 91.1598 Max Flow
4849 1.8853 0.0000 0.2331 0.3295 0.4147 91.0100 90.7452 Max Flow
5051 2.5466 0.0000 0.1340 0.2521 0.3469 90.6843 90.5749 Max Flow
5253 2.4336 0.0000 0.0115 0.3508 0.3397 90.5427 90.5499 Max Flow
5354 1.6027 0.0000 0.0001 0.1116 0.1802 91.1598 91.1598 Max Flow
5462 12.1616 0.0000 0.0025 0.3609 0.5067 91.1598 91.1582 Max Flow
5657 0.3333 0.0000 0.1504 0.0278 0.0199 99.5509 99.2590 Max Flow
5758 0.3151 0.0000 0.0605 0.0404 0.0276 99.2589 92.6334 Max Flow
5859 0.7489 0.0000 0.6614 0.1731 0.1927 92.6331 91.8210 Max Flow
5960 0.9004 0.0000 0.4953 0.1626 0.1879 91.8208 91.2985 Max Flow
6061 0.8835 0.0000 0.0107 0.1296 0.1370 91.2985 91.2464 Max Flow
6162 0.9655 0.0000 0.0041 0.5268 0.6007 91.0984 91.0367 Max Flow
6465 13.8644 0.0000 0.1098 1.0675 1.1704 89.9303 89.8697 Max Flow
6566 13.6979 0.0000 0.0473 1.1092 1.3937 89.8699 89.8308 Max Flow
6667 14.1083 0.0000 0.0296 0.8983 1.5023 89.8310 89.8017 Max Flow
L595 12.7581 0.0000 0.0009 0.3711 0.5233 91.1582 91.1577 Max Flow
L598 0.7828 0.1713 0.0275 0.3513 0.2303 91.2971 91.0984 Max Flow
5556ova 0.4811 0.0000 0.4476 0.2296 0.1884 100.0391 99.5883 Max Flow
5556unda 0.2282 0.1810 0.3068 0.3390 0.2623 100.0391 99.5509 Max Flow
5663ova 0.3953 0.0000 1.3959 0.1699 0.1500 99.5509 98.1500 Max Flow
5663und 0.2360 0.6028 1.6077 0.3428 0.3750 99.5509 97.3428 Max Flow
6364ova 0.5499 0.0000 7.0459 0.0668 0.0644 97.0701 89.9644 Max Flow
6364und 0.6273 1.5668 6.0702 1.2903 0.3439 97.0403 89.4020 Max Flow
6264ova 6.0499 0.0000 0.0472 0.2327 0.3136 91.1577 91.0927 Max Flow
6264und 3.3328 1.1267 0.1218 0.9898 0.9277 91.0757 89.8265 Max Flow
6768ova 12.7930 0.0000 0.0344 0.3487 0.4582 89.8123 89.7705 Max Flow
6768und 2.0422 0.3943 0.0463 0.8066 0.6285 89.4396 89.0134 Max Flow
4950ova 0.2793 0.0000 0.0106 0.0868 0.1228 91.1768 91.1675 Max Flow
4950und 0.9272 0.0528 0.0029 0.2135 0.2017 90.7448 90.6844 Max Flow
5152ova 0.1815 0.0000 0.0060 0.0691 0.1413 91.1660 91.1598 Max Flow
5152und 1.1890 0.0321 0.0011 0.2518 0.2066 90.5749 90.5427 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 180.0000 180.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L10 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L11 0.0000 245.0000 0.0000 115.0000 0.0000 0.0000 0.0000 0.0000 None
L12 0.0000 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 None
L13 0.0000 245.0000 0.0000 115.0000 0.0000 0.0000 0.0000 0.0000 None
L14 70.0000 290.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L15 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L24 200.0000 160.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 10.0000 350.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 295.0000 5.0000 20.0000 0.0000 0.0000 40.0000 0.0000 None
L28 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L29 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L30 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L31 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L32 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 260.0000 100.0000 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 200.0000 160.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 5.0000 275.0000 35.0000 0.0000 0.0000 0.0000 45.0000 0.0000 None
W2637 5.0000 15.0000 340.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L37 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L38 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L39 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L41 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4243 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4344 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6869 0.0000 355.0000 5.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4445 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4546 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4647 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4754 155.0000 205.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 205.0000 155.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5051 235.0000 125.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5253 35.0000 305.0000 15.0000 5.0000 0.0000 0.0000 0.0000 0.0000 None
5354 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5462 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5657 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5758 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5859 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5960 55.0000 305.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6061 245.0000 115.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 10.0000 310.0000 5.0000 0.0000 35.0000 0.0000 0.0000 0.0000 None
6465 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L598 0.0000 0.0000 270.0000 50.0000 0.0000 30.0000 10.0000 0.0000 None
5556ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556unda 0.0000 0.0000 315.0000 0.0000 0.0000 45.0000 0.0000 0.0000 None
5663ova 0.0000 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5663und 0.0000 0.0000 315.0000 0.0000 0.0000 0.0000 45.0000 0.0000 None
6364ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6364und 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264ova 5.0000 35.0000 320.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 0.0000 135.0000 0.0000 15.0000 210.0000 0.0000 None
6768ova 15.0000 55.0000 290.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 45.0000 110.0000 0.0000 60.0000 145.0000 0.0000 None
4950ova 0.0000 25.0000 335.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950und 0.0000 305.0000 0.0000 15.0000 15.0000 25.0000 0.0000 0.0000 None
5152ova 0.0000 30.0000 330.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5152und 0.0000 0.0000 215.0000 95.0000 0.0000 40.0000 10.0000 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
L1 0.0000 1.1667 1.1667 0.0000
L2 356.7083 356.7083 0.0000 0.0000
L3 358.7083 358.7083 0.0000 0.0000
L4 296.9583 296.9917 0.0000 0.0000
L5 0.0833 319.5500 0.0000 0.0000
L6 0.0000 353.0625 0.0000 0.0000
L7 0.0000 340.6667 0.0000 0.0000
L8 0.0000 345.3333 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 358.8750 0.0000 0.0000
L12 0.0000 348.1944 0.0000 0.0000
L13 0.0000 360.0000 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.7917 358.9583 0.0000 0.0000
L24 12.4028 13.4722 0.0000 0.0000
L25 356.9167 356.9167 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 329.6083 359.9583 0.0000 0.0000
L28 119.1583 120.3250 0.0000 0.0000
L29 284.6667 284.6667 0.0000 0.0000
L30 358.8333 358.8333 0.0000 0.0000
L31 358.7500 358.7500 0.0000 0.0000
L32 26.5000 26.5000 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.0833 352.0833 0.0000 0.0000
L35 6.2083 6.2083 0.0000 0.0000
L36 78.7639 78.8472 0.0000 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 293.6840 359.0000 0.0000 0.0000
L38 0.0417 5.7083 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 11.3750 35.5083 0.0000 0.0000
4243 43.8750 43.8750 0.1250 0.0000
4344 3.4167 3.4375 0.0417 0.0000
6869 4.8222 7.4625 0.0000 0.0000
4445 277.8889 357.1667 0.0000 0.0000
4546 9.4375 64.5625 0.1667 0.0000
4647 0.0000 7.4792 0.0000 0.0000
4754 5.5208 73.8958 0.0000 0.0000
4849 4.9792 49.2000 0.0000 0.0000
5051 5.7708 59.7917 1.2083 0.0000
5253 12.0625 74.0833 13.9028 0.0000
5354 273.8750 350.2500 0.6250 0.0000
5462 271.3750 356.4583 0.0000 0.0000
5657 343.1389 343.1389 16.6222 0.0000
5758 344.9722 344.9722 0.0000 0.0000
5859 356.8167 356.8167 0.9583 0.0000
5960 265.1500 265.1500 0.0000 0.0000
6061 60.5000 65.1167 0.0000 0.0000
6162 309.3889 348.1389 6.4583 0.0000
6465 209.0333 279.0417 0.2500 0.0000
6566 10.6115 358.6250 0.0000 0.0000
6667 0.0417 350.8333 0.0000 0.0000
L595 202.3333 358.0833 0.0000 0.0000
L598 265.2639 321.1000 0.0000 0.0000
5556ova 332.3238 332.4905 26.7778 0.0000
5556unda 2.1000 18.2167 309.3750 0.0000
5663ova 0.3667 0.3667 2.7917 0.0000
5663und 0.0000 0.0000 309.2750 0.0000
6364ova 323.9500 323.9500 22.0417 0.0000
6364und 283.8403 283.9514 10.5556 0.0000
6264ova 0.0000 0.0000 294.1667 0.0000
6264und 2.0000 273.5694 0.0000 0.0000
6768ova 0.0000 0.0000 269.0208 0.0000
6768und 0.0000 255.3333 0.9167 0.0000
4950ova 305.6000 330.3167 0.0000 0.0000
4950und 1.1667 301.3028 0.0000 0.0000
5152ova 304.8667 322.8167 0.0000 0.0000
5152und 104.5000 302.7750 0.1667 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
L1 0.4338 1.1573 0.4175 0.0516 1.4444 0.0228 0.1188 1.2481 0.0547 1.2477 13.1049 0.5746 0.7892
L2 0.0000 0.9575 0.1203 0.0000 1.5066 0.0004 0.0000 1.5734 0.0037 0.0000 17.3078 0.0410 0.7318
L3 0.0000 0.6150 0.0000 0.0000 1.4949 0.0000 0.0000 2.4308 0.0000 0.0000 38.8926 0.0000 0.9077
L4 0.2676 0.7585 0.2898 0.0218 2.7724 0.0569 0.0815 3.6552 0.1965 1.3034 58.4832 3.1436 1.0196
L5 0.0000 0.8161 0.0000 0.0000 2.8377 0.0000 0.0000 3.4772 0.0000 0.0000 34.7717 0.0000 0.8880
L6 0.1742 0.8169 0.2567 0.1038 2.7045 0.0884 0.5960 3.3107 0.3443 6.0791 33.7694 3.5124 1.0257
L7 0.0311 0.2759 0.0643 0.0055 2.9224 0.0245 0.1770 10.5927 0.3804 1.8580 111.2235 3.9947 1.5443
L8 0.0127 0.1585 0.0254 0.0012 3.3174 0.0026 0.0972 20.9279 0.1016 0.9716 209.2793 1.0158 2.0174
L9 0.4192 0.6933 0.6622 1.2481 1.8701 0.0845 2.9775 2.6974 0.1276 29.7752 26.9736 1.2760 0.3148
L10 0.2906 0.6280 0.2939 0.2033 2.6944 0.3038 0.6996 4.2901 1.0338 6.9964 42.9014 10.3380 0.5959
L11 0.0602 0.3823 0.1208 0.0495 3.0670 0.1135 0.8220 8.0228 0.9394 13.5624 132.3758 15.4999 1.2564
L12 0.0300 0.2324 0.0611 0.0195 3.1982 0.0343 0.6475 13.7606 0.5621 10.6842 227.0505 9.2751 1.8468
L13 0.0334 0.2805 0.0684 0.0477 4.2856 0.0913 1.4279 15.2779 1.3356 24.9889 267.3635 23.3729 2.4472
L14 0.0000 0.4842 0.8972 0.0000 0.2126 4.1817 0.0000 0.4390 4.6610 0.0000 4.3898 46.6102 0.4328
L15 0.3918 0.8626 0.3549 0.5501 3.4128 0.4253 1.4041 3.9565 1.1983 18.2527 51.4339 15.5776 0.6237
L24 0.1750 0.8447 0.0000 0.0090 4.3590 0.0000 0.0515 5.1605 0.0000 1.0308 103.2107 0.0000 0.7106
L25 0.3843 0.9046 0.3444 0.2398 5.1078 0.2981 0.6240 5.6463 0.8655 9.9835 90.3412 13.8479 0.8797
L26 0.0000 1.1769 0.0000 0.0000 5.4158 0.0000 0.0000 4.6019 0.0000 0.0000 69.0279 0.0000 0.9079
L27 0.0000 0.9882 0.1475 0.0000 5.3131 0.0991 0.0000 5.3766 0.6723 0.0000 77.9606 9.7488 1.0426
L28 0.0000 0.7640 0.0000 0.0000 1.4012 0.0000 0.0000 1.8341 0.0000 0.0000 245.7689 0.0000 0.4334
L29 0.0000 1.0929 0.0000 0.0000 2.6577 0.0000 0.0000 2.4318 0.0000 0.0000 384.2171 0.0000 0.4902
L30 0.0000 0.6803 0.0000 0.0000 3.5253 0.0000 0.0000 5.1817 0.0000 0.0000 777.2581 0.0000 0.7271
L31 0.0595 0.4633 0.0568 0.0003 4.8349 0.0001 0.0055 10.4364 0.0014 0.4890 928.8373 0.1223 1.0332
L32 0.3304 1.0825 0.3906 0.1128 4.8793 0.0522 0.3413 4.5075 0.1337 7.1670 94.6584 2.8073 1.1270
L33 0.1719 0.4631 0.1716 0.0353 0.5054 0.0115 0.2052 1.0913 0.0672 2.0517 10.9130 0.6717 0.3383
L34 0.1400 0.4384 0.3187 0.0409 4.8987 0.3641 0.2921 11.1744 1.1425 5.1112 195.5517 19.9941 0.9962
L35 0.1646 0.8392 0.3547 0.0012 5.2812 0.0194 0.0076 6.2932 0.0548 0.1625 135.3047 1.1778 0.8840
L36 0.1879 0.7708 0.0933 0.0297 5.4927 0.0035 0.1578 7.1258 0.0371 2.8408 128.2648 0.6681 0.8973
W2637 0.2594 0.3483 0.1729 0.0266 0.1817 0.0109 0.1025 0.5217 0.0632 1.0246 5.2173 0.6325 0.1738
L37 0.0990 0.6151 0.0541 0.0885 5.4877 0.0075 0.8942 8.9216 0.1389 21.0137 209.6572 3.2634 1.2251
L38 0.1965 1.1407 0.1269 0.4558 9.8989 0.0396 2.3191 8.6778 0.3117 32.4668 121.4898 4.3638 1.3625
L39 0.0613 0.8895 0.2927 0.0007 10.2431 0.1140 0.0116 11.5155 0.3893 0.1158 115.1549 3.8931 1.2028
L41 0.3214 0.8004 0.3129 0.3195 9.7171 0.2700 0.9941 12.1408 0.8627 54.1811 661.6739 47.0172 1.3171
4243 0.3276 1.2460 0.3978 1.7337 8.1266 0.9300 5.2925 6.5223 2.3380 317.5527 391.3380 140.2821 1.2534
4344 0.5344 1.3072 0.3289 3.5221 7.0282 0.5021 6.5904 5.3764 1.5267 329.5187 268.8216 76.3367 1.1956
6869 0.2690 0.5846 0.5444 0.0401 12.7877 1.4862 0.1492 21.8730 2.7302 2.9834 437.4591 54.6036 1.9359
4445 0.0000 0.5389 0.0000 0.0000 10.6005 0.0000 0.0000 19.6708 0.0000 0.0000 649.1358 0.0000 1.3974
4546 0.5009 1.0432 0.3087 5.1630 5.1931 0.2317 10.3068 4.9783 0.7507 257.6698 124.4572 18.7684 1.6844
4647 0.2240 0.7816 0.2333 0.2308 9.8677 0.4112 1.0303 12.6257 1.7628 20.6058 252.5146 35.2559 1.8529
4754 0.2968 0.4921 0.2972 1.7655 6.8520 1.9771 5.9478 13.9235 6.6535 184.3808 431.6274 206.2599 1.9101
4849 0.1545 0.4324 0.1540 0.0387 1.8325 0.0329 0.2505 4.2375 0.2137 3.0062 50.8498 2.5648 0.6790
5051 0.2241 0.3388 0.0000 0.2090 2.3459 0.0000 0.9329 6.9237 0.0000 17.7246 131.5510 0.0000 0.9592
5253 0.0775 0.2811 0.0703 0.1757 2.1247 0.1431 2.2677 7.5593 2.0350 45.3536 151.1864 40.6992 1.4450
5354 0.0220 0.0397 0.0284 0.1422 1.3664 0.1412 6.4655 34.4549 4.9707 187.4988 999.1928 144.1504 1.7542
5462 0.1187 0.2385 0.0606 0.9454 10.9474 0.3187 7.9675 45.8932 5.2597 95.6094 550.7182 63.1164 2.0606
5657 0.1064 0.5752 0.1478 0.0000 0.3411 0.0000 0.0000 0.5930 0.0001 0.0001 3.5582 0.0004 0.0249
5758 0.1263 0.2110 0.1347 0.0026 0.3258 0.0034 0.0207 1.5444 0.0249 1.0340 77.2184 1.2452 0.1080
5859 0.0000 0.9551 0.0000 0.0000 0.7976 0.0000 0.0000 0.8351 0.0000 0.0000 15.0319 0.0000 0.2108
5960 0.3449 0.8745 0.3137 0.0075 0.9724 0.0034 0.0218 1.1119 0.0109 0.3708 18.9030 0.1852 0.1934
6061 0.1103 0.2001 0.0868 0.0224 0.8834 0.0358 0.2029 4.4156 0.4124 2.2324 48.5719 4.5366 0.4221
6162 0.0750 0.2020 0.0411 0.3407 0.6397 0.0359 4.5404 3.1664 0.8734 136.2123 94.9930 26.2028 1.3841
6465 0.4616 1.0353 0.5682 0.1659 13.0737 0.6893 0.3594 12.6279 1.2132 11.5021 404.0933 38.8221 1.5409
6566 0.0000 0.6494 0.5661 0.0000 8.9981 4.8454 0.0000 13.8566 8.5593 0.0000 484.9825 299.5754 1.9231
6667 0.2445 0.4127 0.1664 6.0952 6.7436 1.5581 24.9297 16.3421 9.3646 1246.4864 817.1029 468.2323 2.1313
L595 0.1194 0.2159 0.0394 1.2859 11.1758 0.3389 10.7721 51.7647 8.5940 64.6328 310.5881 51.5641 2.3170
5556ova 0.2299 1.6142 0.0000 0.0023 0.4851 0.0000 0.0102 0.3005 0.0000 0.1629 4.8085 0.0000 0.1896
5663ova 0.0132 1.2238 0.0497 0.0000 0.3975 0.0000 0.0000 0.3248 0.0000 0.0003 26.9614 0.0012 0.1507
6364ova 0.0716 0.8386 0.0716 0.0000 0.5610 0.0000 0.0001 0.6690 0.0001 0.0128 73.5880 0.0128 0.0683
6264ova 0.8712 1.2900 0.7904 2.2269 3.3482 0.5551 2.5562 2.5955 0.7023 25.5617 25.9549 7.0230 0.2596
6768ova 1.0898 1.5238 1.0281 3.0020 6.5706 3.4751 2.7545 4.3119 3.3800 27.5449 43.1194 33.7999 0.4080
4950ova 0.3764 0.5363 0.1264 0.0927 0.1522 0.0346 0.2462 0.2838 0.2737 1.4772 1.7029 1.6425 0.1419
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 0.1359
*========================================================*
| Table E14a - Natural Channel Encroachment Information |
*========================================================*
<------- Existing Conveyance Condition -------> <----- Encroachment Conveyance Condition -----> <- % Volume --> <-- Encroachment Data -->
Conduit Left Centre Right Total Left Right Left Centre Right Total Left Right Reduction Depth
Name Bank Channel Bank Station Station Bank Channel Bank Station Station Left Right Incr. Method
---------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -----------------
L1 0.1739 4.8734 0.07709 5.1244 8.8642 13.023 0.1739 4.8734 0.07709 5.1244 8.8642 13.023 0.0000 0.0000 0.0000 None
L2 0.0000 5.2528 .001562 5.2544 2.3000 6.7341 0.0000 5.2528 .001562 5.2544 2.3000 6.7341 0.0000 0.0000 0.0000 None
L3 0.0000 9.2259 0.0000 9.2259 5.0399 10.396 0.0000 9.2259 0.0000 9.2259 5.0399 10.396 0.0000 0.0000 0.0000 None
L4 0.1418 18.035 0.3704 18.547 4.6737 11.969 0.1418 18.035 0.3704 18.547 4.6737 11.969 0.0000 0.0000 0.0000 None
L5 0.0000 14.151 0.0000 14.151 6.6601 13.649 0.0000 14.151 0.0000 14.151 6.6601 13.649 0.0000 0.0000 0.0000 None
L6 2.8944 75.418 2.4650 80.777 6.8257 15.545 2.8944 75.418 2.4650 80.777 6.8257 15.545 0.0000 0.0000 0.0000 None
L7 0.5442 289.04 2.4207 292.00 4.9285 19.089 0.5442 289.04 2.4207 292.00 4.9285 19.089 0.0000 0.0000 0.0000 None
L8 0.2388 643.54 0.5007 644.28 6.1450 26.089 0.2388 643.54 0.5007 644.28 6.1450 26.089 0.0000 0.0000 0.0000 None
L9 9.7613 14.625 0.6608 25.048 3.4493 30.629 9.7613 14.625 0.6608 25.048 3.4493 30.629 0.0000 0.0000 0.0000 None
L10 3.0567 40.504 4.5670 48.128 10.152 23.170 3.0567 40.504 4.5670 48.128 10.152 23.170 0.0000 0.0000 0.0000 None
L11 3.4237 212.03 7.8452 223.30 6.3915 21.738 3.4237 212.03 7.8452 223.30 6.3915 21.738 0.0000 0.0000 0.0000 None
L12 2.6512 435.82 4.6777 443.15 6.5874 22.519 2.6512 435.82 4.6777 443.15 6.5874 22.519 0.0000 0.0000 0.0000 None
L13 6.1381 550.92 11.735 568.79 2.8651 22.549 6.1381 550.92 11.735 568.79 2.8651 22.549 0.0000 0.0000 0.0000 None
L14 0.0000 2.0570 40.468 42.525 4.5100 25.462 0.0000 2.0570 40.468 42.525 4.5100 25.462 0.0000 0.0000 0.0000 None
L15 4.5807 28.416 3.5412 36.538 2.4537 17.016 4.5807 28.416 3.5412 36.538 2.4537 17.016 0.0000 0.0000 0.0000 None
L24 0.06031 29.153 0.0000 29.214 4.9155 17.312 0.06031 29.153 0.0000 29.214 4.9155 17.312 0.0000 0.0000 0.0000 None
L25 2.1175 45.110 2.6324 49.860 3.2255 15.349 2.1175 45.110 2.6324 49.860 3.2255 15.349 0.0000 0.0000 0.0000 None
L26 0.0000 30.799 0.0000 30.799 5.7435 13.861 0.0000 30.799 0.0000 30.799 5.7435 13.861 0.0000 0.0000 0.0000 None
L27 0.0000 83.411 1.5566 84.967 11.186 22.059 0.0000 83.411 1.5566 84.967 11.186 22.059 0.0000 0.0000 0.0000 None
L28 0.0000 6.8214 0.0000 6.8214 26.415 34.421 0.0000 6.8214 0.0000 6.8214 26.415 34.421 0.0000 0.0000 0.0000 None
L29 0.0000 11.969 0.0000 11.969 23.539 30.461 0.0000 11.969 0.0000 11.969 23.539 30.461 0.0000 0.0000 0.0000 None
L30 0.0000 23.400 0.0000 23.400 23.459 40.354 0.0000 23.400 0.0000 23.400 23.459 40.354 0.0000 0.0000 0.0000 None
L31 .003560 52.637 .000850 52.642 19.668 49.083 .003560 52.637 .000850 52.642 19.668 49.083 0.0000 0.0000 0.0000 None
L32 0.6573 28.441 0.3043 29.402 6.4347 16.318 0.6573 28.441 0.3043 29.402 6.4347 16.318 0.0000 0.0000 0.0000 None
L33 0.1834 2.6290 0.05996 2.8724 7.6239 18.167 0.1834 2.6290 0.05996 2.8724 7.6239 18.167 0.0000 0.0000 0.0000 None
L34 0.5748 68.866 5.1181 74.559 1.6251 23.084 0.5748 68.866 5.1181 74.559 1.6251 23.084 0.0000 0.0000 0.0000 None
L35 .005374 22.817 0.08395 22.906 8.7198 30.030 .005374 22.817 0.08395 22.906 8.7198 30.030 0.0000 0.0000 0.0000 None
L36 0.3990 73.907 0.04660 74.353 4.9055 28.483 0.3990 73.907 0.04660 74.353 4.9055 28.483 0.0000 0.0000 0.0000 None
W2637 0.1996 1.3645 0.08211 1.6462 8.1208 14.549 0.1996 1.3645 0.08211 1.6462 8.1208 14.549 0.0000 0.0000 0.0000 None
L37 2.7804 172.35 0.2358 175.37 4.4702 19.147 2.7804 172.35 0.2358 175.37 4.4702 19.147 0.0000 0.0000 0.0000 None
L38 8.3802 182.01 0.7274 191.11 19.737 36.242 8.3802 182.01 0.7274 191.11 19.737 36.242 0.0000 0.0000 0.0000 None
L39 .006809 98.206 1.0926 99.306 20.561 36.792 .006809 98.206 1.0926 99.306 20.561 36.792 0.0000 0.0000 0.0000 None
L41 3.9270 119.42 3.3177 126.66 20.283 36.180 3.9270 119.42 3.3177 126.66 20.283 36.180 0.0000 0.0000 0.0000 None
4243 17.246 80.838 9.2512 107.33 14.043 41.046 17.246 80.838 9.2512 107.33 14.043 41.046 0.0000 0.0000 0.0000 None
4344 38.082 75.992 5.4288 119.50 15.028 39.238 38.082 75.992 5.4288 119.50 15.028 39.238 0.0000 0.0000 0.0000 None
6869 0.4963 158.18 18.383 177.06 20.605 55.771 0.4963 158.18 18.383 177.06 20.605 55.771 0.0000 0.0000 0.0000 None
4445 0.0000 272.16 0.0000 272.16 11.035 31.267 0.0000 272.16 0.0000 272.16 11.035 31.267 0.0000 0.0000 0.0000 None
4546 115.72 116.39 5.1940 237.30 8.4042 25.641 115.72 116.39 5.1940 237.30 8.4042 25.641 0.0000 0.0000 0.0000 None
4647 7.4397 318.07 13.254 338.76 9.0601 23.251 7.4397 318.07 13.254 338.76 9.0601 23.251 0.0000 0.0000 0.0000 None
4754 99.194 384.98 111.08 595.26 13.822 38.585 99.194 384.98 111.08 595.26 13.822 38.585 0.0000 0.0000 0.0000 None
4849 1.1392 53.944 0.9687 56.051 19.966 31.479 1.1392 53.944 0.9687 56.051 19.966 31.479 0.0000 0.0000 0.0000 None
5051 10.631 119.32 0.0000 129.95 13.355 23.765 10.631 119.32 0.0000 129.95 13.355 23.765 0.0000 0.0000 0.0000 None
5253 25.494 308.30 20.760 354.55 7.6731 22.459 25.494 308.30 20.760 354.55 7.6731 22.459 0.0000 0.0000 0.0000 None
5354 102.71 986.94 101.96 1191.6 1.2083 34.421 102.71 986.94 101.96 1191.6 1.2083 34.421 0.0000 0.0000 0.0000 None
5462 78.729 911.69 26.544 1017.0 0.07549 41.616 78.729 911.69 26.544 1017.0 0.07549 41.616 0.0000 0.0000 0.0000 None
5657 .000016 2.1775 .000062 2.1776 0.09676 29.905 .000016 2.1775 .000062 2.1776 0.09676 29.905 0.0000 0.0000 0.0000 None
5758 0.07773 9.6929 0.09984 9.8705 4.5778 20.461 0.07773 9.6929 0.09984 9.8705 4.5778 20.461 0.0000 0.0000 0.0000 None
5859 0.0000 4.0845 0.0000 4.0845 7.2978 12.514 0.0000 4.0845 0.0000 4.0845 7.2978 12.514 0.0000 0.0000 0.0000 None
5960 0.04654 6.0154 0.02114 6.0831 7.6329 16.261 0.04654 6.0154 0.02114 6.0831 7.6329 16.261 0.0000 0.0000 0.0000 None
6061 1.1547 45.563 1.8463 48.564 13.300 30.389 1.1547 45.563 1.8463 48.564 13.300 30.389 0.0000 0.0000 0.0000 None
6162 30.513 57.297 3.2155 91.025 0.06759 15.023 30.513 57.297 3.2155 91.025 0.06759 15.023 0.0000 0.0000 0.0000 None
6465 3.0795 242.68 12.795 258.55 28.096 45.468 3.0795 242.68 12.795 258.55 28.096 45.468 0.0000 0.0000 0.0000 None
6566 0.0000 250.16 134.71 384.86 4.9266 25.083 0.0000 250.16 134.71 384.86 4.9266 25.083 0.0000 0.0000 0.0000 None
6667 272.65 301.65 69.698 644.00 2.5966 47.647 272.65 301.65 69.698 644.00 2.5966 47.647 0.0000 0.0000 0.0000 None
L595 128.21 1114.3 33.790 1276.3 0.04700 52.583 128.21 1114.3 33.790 1276.3 0.04700 52.583 0.0000 0.0000 0.0000 None
5556ova 0.01487 3.0818 0.0000 3.0966 8.5855 12.250 0.01487 3.0818 0.0000 3.0966 8.5855 12.250 0.0000 0.0000 0.0000 None
5663ova .37E-06 3.1069 .55E-05 3.1069 9.0903 12.901 .37E-06 3.1069 .55E-05 3.1069 9.0903 12.901 0.0000 0.0000 0.0000 None
6364ova .000033 2.2348 .000033 2.2349 0.09659 9.9034 .000033 2.2348 .000033 2.2349 0.09659 9.9034 0.0000 0.0000 0.0000 None
6264ova 34.214 51.441 8.5280 94.183 26.146 60.863 34.214 51.441 8.5280 94.183 26.146 60.863 0.0000 0.0000 0.0000 None
6768ova 53.741 117.63 62.210 233.58 19.808 56.928 53.741 117.63 62.210 233.58 19.808 56.928 0.0000 0.0000 0.0000 None
4950ova 2.3507 3.8607 0.8779 7.0893 15.454 24.660 2.3507 3.8607 0.8779 7.0893 15.454 24.660 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 103.6904 102.3954 10.5000 11.7000 2.8358 2.8358 1.7000 1.3231 1.3231 0.8000 4.1589 4.1589
L2 102.3954 101.1632 11.0000 4.2000 1.9000 1.9000 2.7000 2.5341 2.5341 2.3000 4.4340 4.4340
L3 101.1632 100.5003 16.0000 7.4000 2.3601 2.3601 2.6000 2.9956 2.9956 3.3000 5.3557 5.3557
L4 100.5003 100.0354 16.0000 6.5000 1.8263 1.8263 1.3000 5.4693 5.4693 4.2000 7.2956 7.2956
L5 100.0354 99.6004 10.0000 11.5000 4.8399 4.8399 5.5000 2.1492 2.1492 2.4000 6.9891 6.9891
L6 99.6004 99.6149 10.2000 12.1000 5.2743 5.2743 2.6000 3.4452 3.4452 1.9000 8.7194 8.7194
L7 99.6149 99.6163 10.5000 11.9000 6.9715 6.9715 6.0000 7.1886 7.1886 5.1000 14.1601 14.1601
L8 99.6163 99.6176 10.0000 14.5000 8.3550 8.3550 7.6000 11.5893 11.5893 10.8000 19.9443 19.9443
L9 99.6176 99.4201 10.0000 27.5000 24.0507 24.0507 8.2000 3.1285 3.1285 2.2000 27.1792 27.1792
L10 98.9130 97.6500 10.0000 19.7000 9.5484 9.5484 7.2000 3.4700 3.4700 0.0000 13.0183 13.0183
L11 97.6500 97.6537 16.5000 12.9000 6.5085 6.5085 3.5000 8.8382 8.8382 5.4000 15.3467 15.3467
L12 97.6537 97.6544 16.5000 15.0000 8.4126 8.4126 6.0000 7.5191 7.5191 5.5000 15.9317 15.9317
L13 97.6545 97.6555 17.5000 12.5000 9.6349 9.6349 4.6000 10.0489 10.0489 5.5000 19.6838 19.6838
L14 97.6555 97.5329 10.0000 5.0000 0.4900 0.4900 0.6000 20.4619 20.4619 1.4000 20.9519 20.9519
L15 94.9929 94.7587 13.0000 6.5000 4.0463 4.0463 0.0000 10.5163 10.5163 6.5000 14.5626 14.5626
L24 94.7587 94.2794 20.0000 16.8000 11.8845 11.8845 11.2000 0.5121 0.5121 0.8000 12.3966 12.3966
L25 94.2794 93.9434 16.0000 4.7000 1.4745 1.4745 0.0000 10.6491 10.6491 7.9000 12.1235 12.1235
L26 93.9434 93.3897 15.0000 7.8000 2.0565 2.0565 2.6000 6.0607 6.0607 7.2000 8.1172 8.1172
L27 93.3897 93.3810 14.5000 13.7000 2.5140 2.5140 3.4000 8.3593 8.3593 5.1000 10.8733 10.8733
L28 120.8862 113.9838 134.0000 31.0000 4.5850 4.5850 11.0000 3.4207 3.4207 19.0000 8.0057 8.0057
L29 113.9838 106.0075 158.0000 28.5000 4.9608 4.9608 16.5000 1.9608 1.9608 19.5000 6.9216 6.9216
L30 106.0075 98.3579 150.0000 32.0000 8.5414 8.5414 12.0000 8.3536 8.3536 17.0000 16.8950 16.8950
L31 98.3579 96.0124 89.0000 30.0000 10.3315 10.3315 10.0000 19.0829 19.0829 19.0000 29.4144 29.4144
L32 96.0124 95.0660 21.0000 13.6000 7.1653 7.1653 4.3000 2.7176 2.7176 1.9000 9.8828 9.8828
L33 97.9057 97.3449 10.0000 13.8000 6.1761 6.1761 2.0000 4.3671 4.3671 3.0000 10.5432 10.5432
L34 95.0660 94.9666 17.5000 16.7000 15.0749 15.0749 12.7000 6.3837 6.3837 3.8000 21.4585 21.4585
L35 94.9666 93.7174 21.5000 11.0000 2.2802 2.2802 2.0000 19.0298 19.0298 18.4000 21.3100 21.3100
L36 93.7174 93.3969 18.0000 6.8000 1.8945 1.8945 1.1000 21.6833 21.6833 21.1000 23.5778 23.5778
W2637 93.9434 93.7181 10.0000 9.3000 1.1792 1.1792 0.0000 5.2489 5.2489 3.9000 6.4281 6.4281
L37 93.3969 93.3810 23.5000 11.3000 6.8298 6.8298 4.1000 7.8475 7.8475 6.8000 14.6773 14.6773
L38 93.3810 93.3191 14.0000 30.6000 10.8635 10.8635 5.1000 5.6415 5.6415 4.2000 16.5050 16.5050
L39 93.1997 93.3191 10.0000 30.7000 10.1386 10.1386 9.7000 6.0917 6.0917 4.8000 16.2303 16.2303
L41 93.1997 92.7956 54.5000 32.5000 12.2172 12.2172 10.3000 3.6799 3.6799 2.0000 15.8972 15.8972
4243 92.7956 91.8242 60.0000 31.0000 16.9567 16.9567 1.5000 10.0458 10.0458 5.0000 27.0025 27.0025
4344 91.8242 91.2778 50.0000 32.0000 16.9717 16.9717 2.0000 7.2378 7.2378 3.4000 24.2095 24.2095
6869 89.7760 89.6158 20.0000 36.0000 15.3945 15.3945 13.2000 19.7714 19.7714 5.8000 35.1660 35.1660
4445 91.2778 91.2377 33.0000 26.4000 15.3651 15.3651 21.8000 4.8674 4.8674 8.0000 20.2325 20.2325
4546 91.2377 91.1953 25.0000 22.1000 13.6958 13.6958 1.7000 3.5409 3.5409 2.0000 17.2367 17.2367
4647 91.1953 91.1701 20.0000 11.8000 2.7399 2.7399 0.6000 11.4514 11.4514 7.8000 14.1912 14.1912
4754 91.1701 91.1609 31.0000 28.6000 14.7775 14.7775 7.1000 9.9849 9.9849 1.4000 24.7624 24.7624
4849 91.1810 91.1770 12.0000 26.3000 6.3338 6.3338 4.6000 5.1793 5.1793 3.7000 11.5131 11.5131
5051 91.1678 91.1664 19.0000 21.4000 8.0452 8.0452 6.1000 2.3652 2.3652 5.4600 10.4104 10.4104
5253 91.1604 91.1607 20.0000 14.4000 6.7269 6.7269 2.8000 8.0590 8.0590 2.7700 14.7859 14.7859
5354 91.1607 91.1609 29.0000 30.3000 29.0917 29.0917 20.1000 4.1208 4.1208 0.0000 33.2126 33.2126
5462 91.1609 91.1596 12.0000 13.9000 13.8245 13.8245 2.9000 27.7161 27.7161 20.0000 41.5406 41.5406
5657 99.5511 99.2597 6.0000 29.9000 29.8032 29.8032 29.8000 0.0053 0.0053 0.0000 29.8085 29.8085
5758 99.2597 92.6399 50.0000 20.0000 15.4222 15.4222 15.0000 0.4614 0.4614 0.0000 15.8836 15.8836
5859 92.6399 91.8245 18.0000 8.4000 1.1022 1.1022 2.3000 4.1144 4.1144 5.5000 5.2166 5.2166
5960 91.8245 91.3456 17.0000 10.1000 2.4671 2.4671 2.0000 6.1612 6.1612 5.9000 8.6282 8.6282
6061 91.3456 91.3454 11.0000 25.0000 11.7005 11.7005 10.4000 5.3887 5.3887 1.5000 17.0892 17.0892
6162 91.1600 91.1596 30.0000 9.3000 9.2324 9.2324 1.3000 5.7232 5.7232 2.0000 The text continues on section 5.