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d50y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 09:03.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\churchie\develop.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\churchst\Flows.int
Input File to Layer # 2 C:\XPS\churchst\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=6.0 6.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 54
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 71
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 71
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 433
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 62
Number of Storage junctions in Extran (NVSE)........ 1
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 3
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 54
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 71
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
CHURCH STREET, POMONA
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 6.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 5
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 58.1400 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 1200 360 N48#2 1589 395 N50#1 1212 360
N50#2 1634 386 N52#1 1236 360 N52#2 1627 389
N1#1 1216 360 N1#2 1849 527 N4#1 1168 360
N4#2 2158 622 N8#1 1165 335 N8#2 2344 684
N13#1 1216 360 N13#2 2297 671 N25#1 1220 360
N25#2 1625 391 N28#1 1232 360 N28#2 1572 396
N29#1 1216 360 N29#2 1830 514 N30#1 1216 360
N30#2 2308 720 N31#1 1220 360 N31#2 2335 685
N32#1 1236 360 N32#2 1224 360 N33#1 1236 360
N33#2 1634 390 N36#1 1232 360 N36#2 1631 389
N42#1 1220 360 N42#2 1629 391 N44#1 1224 360
N44#2 1633 391 N45#1 1224 360 N45#2 1624 392
N47#1 1138 326 N47#2 1595 389 N55#1 1719 421
N55#2 1633 391 N56#1 1216 360 N56#2 1632 392
N63#1 1228 360 N63#2 1634 390 N64#1 1220 360
N64#2 1632 392 N66#1 1216 360 N66#2 1632 392
N58#1 1220 360 N58#2 1632 392 N59#1 1236 360
N59#2 1614 386 N61#1 1232 360 N61#2 1631 389
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 58.1400 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 2.389554E+04 58.140
Total Infiltration 2.232665E+02 0.543
Total Evaporation 4.347284E+00 0.011
Surface Runoff from Watersheds 2.352160E+04 57.230
Total Water remaining in Surface Storage 1.696756E+02 0.413
Infiltration over the Pervious Area... 2.232665E+02 0.898
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 2.391889E+04 58.197
Total Precipitation + Initial Storage. 2.389554E+04 58.140
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............... -0.0977
****************************************************
* 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.............. 2.352160E+04 57.230
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.................. 2.347855E+04 57.125
Initial Storage + Inflow.................... 2.352160E+04 57.230
Final Storage + Outflow + Diverted GW....... 2.347855E+04 57.125
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.1834
##################################################
# 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).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 56.92463 0.00000 57.37798 0.00000 57.25495
Total Losses (mm)...... 0.00000 0.86951 0.00000 0.75803 0.00000 0.83670
Remaining Depth (mm)... 0.00000 0.34585 0.00000 0.00400 0.00000 0.04835
Peak Runoff Rate (cms). 0.00000 0.72221 0.00000 0.02631 0.00000 0.11146
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.05148 58.17833 58.10808 58.30053 58.22900 58.47695
Peak Runoff Rate (cms). 0.95951 0.00113 0.67156 0.00003 0.11245 0.00012
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.05148 58.17833 58.10808 58.30053 58.22900 58.47695
Peak Runoff Rate (cms). 0.95951 0.00113 0.67156 0.00003 0.11245 0.00012
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 58.05148 56.92589 58.10808 57.37890 58.22900 57.25617
Peak Runoff Rate (cms). 0.95951 0.72334 0.67156 0.02634 0.11245 0.11158
Unit Runoff (mm/hr).... 204.88653 155.37002 219.62036 239.05072 240.12138 225.02851
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).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 57.08896 0.00000 57.19925 0.00000 57.23556
Total Losses (mm)...... 0.00000 0.86110 0.00000 0.84905 0.00000 0.84189
Remaining Depth (mm)... 0.00000 0.18995 0.00000 0.09170 0.00000 0.06254
Peak Runoff Rate (cms). 0.00000 1.06260 0.00000 0.63730 0.00000 0.18009
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.13898 58.35284 57.92944 58.27636 58.24101 58.24549
Peak Runoff Rate (cms). 0.14408 0.15494 0.32814 0.31292 0.03976 0.16112
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.13898 58.35284 57.92944 58.27636 58.24101 58.24549
Peak Runoff Rate (cms). 0.14408 0.15494 0.32814 0.31292 0.03976 0.16112
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) 58.13898 57.21534 57.92944 57.52239 58.24101 57.69003
Peak Runoff Rate (cms). 0.14408 1.21754 0.32814 0.95022 0.03976 0.34120
Unit Runoff (mm/hr).... 227.40394 189.68648 177.78505 219.70158 240.55760 229.36540
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).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 57.18556 0.00000 57.18050 0.00000 56.87196
Total Losses (mm)...... 0.00000 0.85115 0.00000 0.85187 0.00000 0.87125
Remaining Depth (mm)... 0.00000 0.10329 0.00000 0.10763 0.00000 0.39680
Peak Runoff Rate (cms). 0.00000 0.49274 0.00000 0.63933 0.00000 1.17044
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.13602 58.25140 58.15325 58.33934 58.19256 58.16761
Peak Runoff Rate (cms). 0.44340 0.30881 0.71797 0.00076 0.07844 0.00191
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.13602 58.25140 58.15325 58.33934 58.19256 58.16761
Peak Runoff Rate (cms). 0.44340 0.30881 0.71797 0.00076 0.07844 0.00191
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) 58.13602 57.55860 58.15325 57.18166 58.19256 56.87325
Peak Runoff Rate (cms). 0.44340 0.80156 0.71797 0.64010 0.07844 1.17235
Unit Runoff (mm/hr).... 226.69587 218.77253 230.64130 205.62588 237.29587 148.28130
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).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 57.13111 0.00000 53.38031 0.00000 57.17054
Total Losses (mm)...... 0.00000 0.85755 0.00000 0.88570 0.00000 0.85319
Remaining Depth (mm)... 0.00000 0.15134 0.00000 3.87399 0.00000 0.11626
Peak Runoff Rate (cms). 0.00000 1.07386 0.00000 0.45757 0.00000 0.98885
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.13013 58.36638 58.13013 58.17938 58.14867 58.24525
Peak Runoff Rate (cms). 0.15513 0.14895 0.24821 0.23225 0.63261 0.63118
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.13013 58.36638 58.13013 58.17938 58.14867 58.24525
Peak Runoff Rate (cms). 0.15513 0.14895 0.24821 0.23225 0.63261 0.63118
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) 58.13013 57.25463 58.13013 53.86022 58.14867 57.54669
Peak Runoff Rate (cms). 0.15513 1.22281 0.24821 0.68983 0.63261 1.62004
Unit Runoff (mm/hr).... 225.25477 198.16307 225.25477 69.94682 229.63925 216.20532
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).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 57.28869 0.00000 57.24533 0.00000 57.27604
Total Losses (mm)...... 0.00000 0.82390 0.00000 0.83943 0.00000 0.82939
Remaining Depth (mm)... 0.00000 0.02741 0.00000 0.05524 0.00000 0.03457
Peak Runoff Rate (cms). 0.00000 0.31988 0.00000 0.25119 0.00000 0.23399
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.21295 0.00000 58.21307 58.45529 58.20519 58.52495
Peak Runoff Rate (cms). 0.32949 0.00000 0.27019 0.00028 0.23662 0.00025
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.21295 0.00000 58.21307 58.45529 58.20519 58.52495
Peak Runoff Rate (cms). 0.32949 0.00933 0.27019 0.00028 0.23662 0.00025
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 58.21295 57.28869 58.21307 57.24654 58.20519 57.27729
Peak Runoff Rate (cms). 0.32949 0.31988 0.27019 0.25146 0.23662 0.23424
Unit Runoff (mm/hr).... 239.21138 232.23249 239.21984 222.63959 238.59651 229.80864
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).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 57.19154 0.00000 57.20804 0.00000 57.13146
Total Losses (mm)...... 0.00000 0.85027 0.00000 0.84755 0.00000 0.85752
Remaining Depth (mm)... 0.00000 0.09820 0.00000 0.08440 0.00000 0.15102
Peak Runoff Rate (cms). 0.00000 0.38438 0.00000 0.18743 0.00000 0.19698
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.15638 58.35521 58.16059 58.38177 58.17006 58.28293
Peak Runoff Rate (cms). 0.42692 0.00045 0.19826 0.00022 0.08378 0.00025
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.15638 58.35521 58.16059 58.38177 58.17006 58.28293
Peak Runoff Rate (cms). 0.42692 0.00045 0.19826 0.00022 0.08378 0.00025
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 58.15638 57.19270 58.16059 57.20922 58.17006 57.13262
Peak Runoff Rate (cms). 0.42692 0.38484 0.19826 0.18765 0.08378 0.19722
Unit Runoff (mm/hr).... 231.30295 208.50287 232.16300 212.86521 233.95371 193.49471
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).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 57.10094 57.04223 57.21727 0.00000 57.14726
Total Losses (mm)...... 0.00000 0.86018 0.86417 0.84583 0.00000 0.85591
Remaining Depth (mm)... 0.00000 0.17888 0.23360 0.07689 0.00000 0.13683
Peak Runoff Rate (cms). 0.00000 0.21059 0.28569 0.36141 0.00000 0.11398
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.24466 58.48306 58.28186 58.39820 58.13750 58.29938
Peak Runoff Rate (cms). 0.02652 0.00011 0.00399 0.00041 0.13135 0.00014
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.24466 58.48306 58.28186 58.39820 58.13750 58.29938
Peak Runoff Rate (cms). 0.02652 0.00011 0.00399 0.00041 0.13135 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) 58.24466 57.10149 57.05463 57.21845 58.13750 57.14841
Peak Runoff Rate (cms). 0.02652 0.21070 0.28968 0.36182 0.13135 0.11412
Unit Runoff (mm/hr).... 240.65921 186.54594 175.25936 215.31635 227.05101 197.27063
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).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 57.24078 0.00000 57.17380 0.00000 57.15153
Total Losses (mm)...... 0.00000 0.84061 0.00000 0.85277 0.00000 0.85545
Remaining Depth (mm)... 0.00000 0.05860 0.00000 0.11343 0.00000 0.13302
Peak Runoff Rate (cms). 0.00000 0.26207 0.00000 0.42078 0.00000 0.64931
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.18617 58.44536 58.14154 58.33040 58.13454 58.30393
Peak Runoff Rate (cms). 0.27361 0.00029 0.46481 0.00051 0.74822 0.00080
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.18617 58.44536 58.14154 58.33040 58.13454 58.30393
Peak Runoff Rate (cms). 0.27361 0.00029 0.46481 0.00051 0.74822 0.00080
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 58.18617 57.24199 58.14154 57.17496 58.13454 57.15268
Peak Runoff Rate (cms). 0.27361 0.26236 0.46481 0.42128 0.74822 0.65012
Unit Runoff (mm/hr).... 236.48333 221.48183 228.00816 203.90235 226.33861 198.31438
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).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 57.17612 0.00000 57.29259 0.00000 57.26894
Total Losses (mm)...... 0.00000 0.85246 0.00000 0.82201 0.00000 0.83208
Remaining Depth (mm)... 0.00000 0.11142 0.00000 0.02540 0.00000 0.03898
Peak Runoff Rate (cms). 0.00000 0.24195 0.00000 0.08333 0.00000 0.12564
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.15245 58.33344 58.22498 58.55679 58.20519 58.50908
Peak Runoff Rate (cms). 0.26666 0.00029 0.07932 0.00009 0.13146 0.00014
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.15245 58.33344 58.22498 58.55679 58.20519 58.50908
Peak Runoff Rate (cms). 0.26666 0.00029 0.07932 0.00009 0.13146 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) 58.15245 57.17728 58.22498 57.29385 58.20519 57.27018
Peak Runoff Rate (cms). 0.26666 0.24224 0.07932 0.08341 0.13146 0.12578
Unit Runoff (mm/hr).... 230.46896 204.49709 239.93344 232.92058 238.59651 228.28528
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
250.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| ################## |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
200.000 = # # =
| # # |
| ################# # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
150.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN ################## # |
# # |
MM/HR # # |
# # |
# # |
100.000 # # =
# # |
# # |
# # |
# # |
# ################## |
# ################# |
# # |
# # |
# # |
50.000 # # =
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
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Full text of sections 2 to 4 (of 6)
Section 2
N : 0.150 to Station 5.2 Max Topwidth : 13.62 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.43E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 1.44 m^2
Max right bank area : 3.48 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.05 m^2
Natural Cross-Section information for Channel L5
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 10.0 meters. Maximum Elevation : 100.98 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.00 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.150 to Station 6.0 Max Topwidth : 15.64 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.63E+01 m
" " : 0.150 Beyond Station 13.9 Max left bank area : 2.88 m^2
Max right bank area : 0.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 12.20 m^2
Natural Cross-Section information for Channel L6
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.2 meters. Maximum Elevation : 100.67 meters.
Main Channel Length : 10.2 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.2 meters. Maximum Section Area : 17.13 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.075 to Station 9.5 Max Topwidth : 17.63 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.81E+01 m
" " : 0.050 Beyond Station 14.0 Max left bank area : 5.82 m^2
Max right bank area : 3.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.70 m^2
Natural Cross-Section information for Channel L7
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 10.5 meters. Maximum Elevation : 100.57 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 28.49 m^2.
Maximum hydraulic radius : 1.26 meters.
Manning N : 0.100 to Station 5.9 Max Topwidth : 22.07 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.27E+01 m
" " : 0.050 Beyond Station 17.0 Max left bank area : 2.52 m^2
Max right bank area : 4.76 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.20 m^2
Natural Cross-Section information for Channel L8
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.99 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 31.45 m^2.
Maximum hydraulic radius : 1.34 meters.
Manning N : 0.100 to Station 6.9 Max Topwidth : 22.84 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.34E+01 m
" " : 0.050 Beyond Station 25.3 Max left bank area : 0.80 m^2
Max right bank area : 0.84 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 29.81 m^2
Natural Cross-Section information for Channel L9
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.75 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.63 m^2.
Maximum hydraulic radius : 0.58 meters.
Manning N : 0.100 to Station 19.3 Max Topwidth : 31.87 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 3.20E+01 m
" " : 0.050 Beyond Station 29.7 Max left bank area : 10.56 m^2
Max right bank area : 0.85 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.22 m^2
Natural Cross-Section information for Channel L10
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.30 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 34.08 m^2.
Maximum hydraulic radius : 1.21 meters.
Manning N : 0.100 to Station 12.5 Max Topwidth : 27.76 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.82E+01 m
" " : 0.100 Beyond Station 19.7 Max left bank area : 7.97 m^2
Max right bank area : 11.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.40 m^2
Natural Cross-Section information for Channel L11
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.40 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 24.31 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.100 to Station 9.4 Max Topwidth : 23.40 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 18.3 Max left bank area : 4.50 m^2
Max right bank area : 5.17 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.64 m^2
Natural Cross-Section information for Channel L12
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.30 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 27.23 m^2.
Maximum hydraulic radius : 1.20 meters.
Manning N : 0.100 to Station 9.0 Max Topwidth : 22.04 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.26E+01 m
" " : 0.050 Beyond Station 20.5 Max left bank area : 3.20 m^2
Max right bank area : 2.75 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.27 m^2
Natural Cross-Section information for Channel L13
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 17.5 meters. Maximum Elevation : 97.98 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.75 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 25.57 m^2.
Maximum hydraulic radius : 0.74 meters.
Manning N : 0.100 to Station 7.9 Max Topwidth : 33.67 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 3.44E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 3.36 m^2
Max right bank area : 3.87 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.34 m^2
Natural Cross-Section information for Channel L14
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 97.89 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 13.80 m^2.
Maximum hydraulic radius : 0.51 meters.
Manning N : 0.075 to Station 4.4 Max Topwidth : 26.90 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 6.4 Max left bank area : 0.47 m^2
Max right bank area : 12.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.17 m^2
Natural Cross-Section information for Channel L15
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 13.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 13.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 13.0 meters. Maximum Section Area : 22.93 m^2.
Maximum hydraulic radius : 0.99 meters.
Manning N : 0.150 to Station 6.5 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.31E+01 m
" " : 0.150 Beyond Station 13.0 Max left bank area : 6.03 m^2
Max right bank area : 7.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.65 m^2
Natural Cross-Section information for Channel L24
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 20.0 meters. Maximum Elevation : 95.89 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.14 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.150 to Station 5.6 Max Topwidth : 18.86 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.97E+01 m
" " : 0.150 Beyond Station 17.6 Max left bank area : 4.14 m^2
Max right bank area : 1.42 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.58 m^2
Natural Cross-Section information for Channel L25
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 16.0 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 33.70 m^2.
Maximum hydraulic radius : 1.56 meters.
Manning N : 0.150 to Station 4.7 Max Topwidth : 20.62 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.16E+01 m
" " : 0.150 Beyond Station 12.6 Max left bank area : 5.47 m^2
Max right bank area : 9.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.45 m^2
Natural Cross-Section information for Channel L26
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 15.0 meters. Maximum Elevation : 95.80 meters.
Main Channel Length : 15.0 meters. Maximum depth : 3.00 meters.
Right Overbank Length : 15.0 meters. Maximum Section Area : 32.14 m^2.
Maximum hydraulic radius : 1.74 meters.
Manning N : 0.150 to Station 5.2 Max Topwidth : 16.49 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.85E+01 m
" " : 0.150 Beyond Station 15.0 Max left bank area : 4.31 m^2
Max right bank area : 2.97 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 24.86 m^2
Natural Cross-Section information for Channel L27
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.5 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 14.5 meters. Maximum depth : 3.50 meters.
Right Overbank Length : 14.5 meters. Maximum Section Area : 59.54 m^2.
Maximum hydraulic radius : 1.93 meters.
Manning N : 0.150 to Station 10.3 Max Topwidth : 28.97 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.09E+01 m
" " : 0.150 Beyond Station 18.8 Max left bank area : 10.14 m^2
Max right bank area : 23.29 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 26.10 m^2
Natural Cross-Section information for Channel L28
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 134.0 meters. Maximum Elevation : 120.20 meters.
Main Channel Length : 134.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 134.0 meters. Maximum Section Area : 59.24 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 54.40 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.46E+01 m
" " : 0.100 Beyond Station 50.0 Max left bank area : 7.20 m^2
Max right bank area : 7.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.80 m^2
Natural Cross-Section information for Channel L29
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 158.0 meters. Maximum Elevation : 110.70 meters.
Main Channel Length : 158.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 158.0 meters. Maximum Section Area : 50.05 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 50.70 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.09E+01 m
" " : 0.100 Beyond Station 48.0 Max left bank area : 2.94 m^2
Max right bank area : 2.21 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.90 m^2
Natural Cross-Section information for Channel L30
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 150.0 meters. Maximum Elevation : 102.10 meters.
Main Channel Length : 150.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 150.0 meters. Maximum Section Area : 48.61 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 42.75 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.32E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 6.05 m^2
Max right bank area : 1.51 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 41.05 m^2
Natural Cross-Section information for Channel L31
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 89.0 meters. Maximum Elevation : 97.00 meters.
Main Channel Length : 89.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 89.0 meters. Maximum Section Area : 44.72 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 41.50 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.19E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 5.00 m^2
Max right bank area : 1.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.47 m^2
Natural Cross-Section information for Channel L32
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 21.0 meters. Maximum Elevation : 95.70 meters.
Main Channel Length : 21.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 21.0 meters. Maximum Section Area : 10.12 m^2.
Maximum hydraulic radius : 0.59 meters.
Manning N : 0.125 to Station 9.3 Max Topwidth : 16.73 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.125 Beyond Station 15.5 Max left bank area : 2.68 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.82 m^2
Natural Cross-Section information for Channel L33
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 10.0 meters. Maximum Elevation : 98.41 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.90 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.46 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.150 to Station 11.8 Max Topwidth : 34.05 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.46E+01 m
" " : 0.150 Beyond Station 16.8 Max left bank area : 6.19 m^2
Max right bank area : 6.37 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.90 m^2
Natural Cross-Section information for Channel L34
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 17.5 meters. Maximum Elevation : 96.05 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 35.88 m^2.
Maximum hydraulic radius : 1.40 meters.
Manning N : 0.125 to Station 4.0 Max Topwidth : 24.90 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 2.56E+01 m
" " : 0.125 Beyond Station 20.5 Max left bank area : 3.49 m^2
Max right bank area : 4.65 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 27.74 m^2
Natural Cross-Section information for Channel L35
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 21.5 meters. Maximum Elevation : 95.93 meters.
Main Channel Length : 21.5 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 21.5 meters. Maximum Section Area : 63.01 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.125 to Station 9.0 Max Topwidth : 37.44 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.82E+01 m
" " : 0.125 Beyond Station 29.4 Max left bank area : 9.39 m^2
Max right bank area : 8.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.38 m^2
Natural Cross-Section information for Channel L36
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 18.0 meters. Maximum Elevation : 96.15 meters.
Main Channel Length : 18.0 meters. Maximum depth : 3.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 83.85 m^2.
Maximum hydraulic radius : 2.18 meters.
Manning N : 0.125 to Station 5.7 Max Topwidth : 37.26 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.85E+01 m
" " : 0.125 Beyond Station 27.9 Max left bank area : 8.03 m^2
Max right bank area : 13.14 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 62.69 m^2
Natural Cross-Section information for Channel W2637
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 95.72 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 33.22 m^2.
Maximum hydraulic radius : 1.37 meters.
Manning N : 0.100 to Station 9.3 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.42E+01 m
" " : 0.100 Beyond Station 13.2 Max left bank area : 9.20 m^2
Max right bank area : 16.38 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.64 m^2
Natural Cross-Section information for Channel L37
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 23.5 meters. Maximum Elevation : 95.83 meters.
Main Channel Length : 23.5 meters. Maximum depth : 3.60 meters.
Right Overbank Length : 23.5 meters. Maximum Section Area : 64.56 m^2.
Maximum hydraulic radius : 2.08 meters.
Manning N : 0.150 to Station 7.2 Max Topwidth : 29.14 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.10E+01 m
" " : 0.150 Beyond Station 18.1 Max left bank area : 15.49 m^2
Max right bank area : 14.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 34.81 m^2
Natural Cross-Section information for Channel L38
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 14.0 meters. Maximum Elevation : 94.05 meters.
Main Channel Length : 14.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 23.65 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.150 to Station 25.5 Max Topwidth : 22.36 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.28E+01 m
" " : 0.150 Beyond Station 34.8 Max left bank area : 7.14 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.61 m^2
Natural Cross-Section information for Channel L39
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 10.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 4.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 102.10 m^2.
Maximum hydraulic radius : 1.89 meters.
Manning N : 0.150 to Station 21.0 Max Topwidth : 53.20 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.40E+01 m
" " : 0.150 Beyond Station 35.5 Max left bank area : 31.77 m^2
Max right bank area : 18.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 52.07 m^2
Natural Cross-Section information for Channel L41
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 54.5 meters. Maximum Elevation : 93.53 meters.
Main Channel Length : 54.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 54.5 meters. Maximum Section Area : 27.51 m^2.
Maximum hydraulic radius : 1.05 meters.
Manning N : 0.150 to Station 22.2 Max Topwidth : 25.25 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.62E+01 m
" " : 0.150 Beyond Station 34.5 Max left bank area : 4.58 m^2
Max right bank area : 2.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.54 m^2
Natural Cross-Section information for Channel 4243
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 93.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 38.48 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.150 to Station 29.5 Max Topwidth : 37.34 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 3.77E+01 m
" " : 0.150 Beyond Station 36.0 Max left bank area : 19.72 m^2
Max right bank area : 7.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.38 m^2
Natural Cross-Section information for Channel 4344
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 50.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 36.14 m^2.
Maximum hydraulic radius : 1.12 meters.
Manning N : 0.100 to Station 30.0 Max Topwidth : 31.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 3.23E+01 m
" " : 0.150 Beyond Station 35.4 Max left bank area : 21.11 m^2
Max right bank area : 5.31 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.72 m^2
Natural Cross-Section information for Channel 6869
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 20.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 68.81 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.050 to Station 22.8 Max Topwidth : 63.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 6.37E+01 m
" " : 0.050 Beyond Station 41.8 Max left bank area : 7.78 m^2
Max right bank area : 22.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.29 m^2
Natural Cross-Section information for Channel 4445
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 33.0 meters. Maximum Elevation : 92.54 meters.
Main Channel Length : 33.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 45.62 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.080 to Station 4.6 Max Topwidth : 26.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 2.76E+01 m
" " : 0.100 Beyond Station 34.4 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.62 m^2
Natural Cross-Section information for Channel 4546
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 25.0 meters. Maximum Elevation : 91.88 meters.
Main Channel Length : 25.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 31.80 m^2.
Maximum hydraulic radius : 1.42 meters.
Manning N : 0.080 to Station 20.4 Max Topwidth : 21.43 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.24E+01 m
" " : 0.080 Beyond Station 24.1 Max left bank area : 21.27 m^2
Max right bank area : 2.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.00 m^2
Natural Cross-Section information for Channel 4647
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.21 m^2.
Maximum hydraulic radius : 1.28 meters.
Manning N : 0.080 to Station 11.2 Max Topwidth : 19.45 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.05E+01 m
" " : 0.080 Beyond Station 19.6 Max left bank area : 3.07 m^2
Max right bank area : 5.09 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.06 m^2
Natural Cross-Section information for Channel 4754
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 31.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 31.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 31.0 meters. Maximum Section Area : 43.02 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 21.5 Max Topwidth : 31.99 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.24E+01 m
" " : 0.050 Beyond Station 30.0 Max left bank area : 11.29 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.94 m^2
Natural Cross-Section information for Channel 4849
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 12.0 meters. Maximum Elevation : 92.61 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 29.93 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.060 to Station 21.7 Max Topwidth : 31.21 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.15E+01 m
" " : 0.060 Beyond Station 30.0 Max left bank area : 6.62 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.20 m^2
Natural Cross-Section information for Channel 5051
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 19.0 meters. Maximum Elevation : 92.23 meters.
Main Channel Length : 19.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 19.0 meters. Maximum Section Area : 23.25 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning N : 0.050 to Station 15.3 Max Topwidth : 23.25 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.40E+01 m
" " : 0.020 Beyond Station 26.9 Max left bank area : 4.31 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.70 m^2
Natural Cross-Section information for Channel 5253
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.71 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 23.17 m^2.
Maximum hydraulic radius : 0.89 meters.
Manning N : 0.060 to Station 11.6 Max Topwidth : 25.37 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 2.59E+01 m
" " : 0.050 Beyond Station 17.2 Max left bank area : 5.11 m^2
Max right bank area : 7.41 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.65 m^2
Natural Cross-Section information for Channel 5354
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 29.0 meters. Maximum Elevation : 91.85 meters.
Main Channel Length : 29.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 29.0 meters. Maximum Section Area : 71.49 m^2.
Maximum hydraulic radius : 1.96 meters.
Manning N : 0.050 to Station 10.2 Max Topwidth : 34.55 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.65E+01 m
" " : 0.050 Beyond Station 30.3 Max left bank area : 13.94 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 49.45 m^2
Natural Cross-Section information for Channel 5462
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 12.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5657
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 6.0 meters. Maximum Elevation : 99.93 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 11.80 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 29.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 3.06E+01 m
" " : 0.020 Beyond Station 29.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.77 m^2
Natural Cross-Section information for Channel 5758
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 50.0 meters. Maximum Elevation : 96.33 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 8.48 m^2.
Maximum hydraulic radius : 0.44 meters.
Manning N : 0.035 to Station 5.0 Max Topwidth : 19.25 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.94E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 0.52 m^2
Max right bank area : 0.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.42 m^2
Natural Cross-Section information for Channel 5859
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 18.0 meters. Maximum Elevation : 93.06 meters.
Main Channel Length : 18.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 8.33 m^2.
Maximum hydraulic radius : 0.50 meters.
Manning N : 0.080 to Station 6.1 Max Topwidth : 16.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 1.66E+01 m
" " : 0.080 Beyond Station 13.9 Max left bank area : 1.18 m^2
Max right bank area : 0.46 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.69 m^2
Natural Cross-Section information for Channel 5960
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 17.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 17.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 17.0 meters. Maximum Section Area : 10.75 m^2.
Maximum hydraulic radius : 0.70 meters.
Manning N : 0.060 to Station 8.1 Max Topwidth : 15.19 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.54E+01 m
" " : 0.060 Beyond Station 16.0 Max left bank area : 2.03 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.48 m^2
Natural Cross-Section information for Channel 6061
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 11.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 11.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 16.68 m^2.
Maximum hydraulic radius : 0.72 meters.
Manning N : 0.050 to Station 14.6 Max Topwidth : 22.60 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.32E+01 m
" " : 0.050 Beyond Station 26.5 Max left bank area : 1.86 m^2
Max right bank area : 3.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.29 m^2
Natural Cross-Section information for Channel 6162
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 30.0 meters. Maximum Elevation : 91.94 meters.
Main Channel Length : 30.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 17.83 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.100 to Station 8.0 Max Topwidth : 15.09 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.100 Beyond Station 11.3 Max left bank area : 9.45 m^2
Max right bank area : 3.19 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.20 m^2
Natural Cross-Section information for Channel 6465
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 32.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 32.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 32.0 meters. Maximum Section Area : 36.81 m^2.
Maximum hydraulic radius : 0.91 meters.
Manning N : 0.050 to Station 29.2 Max Topwidth : 39.74 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 4.06E+01 m
" " : 0.050 Beyond Station 42.4 Max left bank area : 7.10 m^2
Max right bank area : 5.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.97 m^2
Natural Cross-Section information for Channel 6566
=====================================================
Cross-Section ID (from X1 card) : 53.0 Channel sequence number : 53
Left Overbank Length : 35.0 meters. Maximum Elevation : 90.35 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 33.29 m^2.
Maximum hydraulic radius : 1.19 meters.
Manning N : 0.060 to Station 4.6 Max Topwidth : 26.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.060 Beyond Station 16.8 Max left bank area : 0.84 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 19.66 m^2
Natural Cross-Section information for Channel 6667
=====================================================
Cross-Section ID (from X1 card) : 54.0 Channel sequence number : 54
Left Overbank Length : 50.0 meters. Maximum Elevation : 90.01 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 63.57 m^2.
Maximum hydraulic radius : 1.27 meters.
Manning N : 0.100 to Station 24.2 Max Topwidth : 49.51 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.01E+01 m
" " : 0.100 Beyond Station 33.2 Max left bank area : 30.90 m^2
Max right bank area : 13.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.76 m^2
Natural Cross-Section information for Channel L595
=====================================================
Cross-Section ID (from X1 card) : 55.0 Channel sequence number : 55
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5556ova
=====================================================
Cross-Section ID (from X1 card) : 56.0 Channel sequence number : 56
Left Overbank Length : 16.0 meters. Maximum Elevation : 100.16 meters.
Main Channel Length : 16.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 2.16 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.37E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.47 m^2
Natural Cross-Section information for Channel 5663ova
=====================================================
Cross-Section ID (from X1 card) : 57.0 Channel sequence number : 57
Left Overbank Length : 83.0 meters. Maximum Elevation : 99.86 meters.
Main Channel Length : 83.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 83.0 meters. Maximum Section Area : 2.35 m^2.
Maximum hydraulic radius : 0.31 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.47E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.65 m^2
Natural Cross-Section information for Channel 6364ova
=====================================================
Cross-Section ID (from X1 card) : 58.0 Channel sequence number : 58
Left Overbank Length : 110.0 meters. Maximum Elevation : 91.50 meters.
Main Channel Length : 110.0 meters. Maximum depth : 1.80 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 17.80 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 0.1 Max Topwidth : 9.98 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.34E+01 m
" " : 0.050 Beyond Station 9.9 Max left bank area : 0.08 m^2
Max right bank area : 0.08 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.64 m^2
Natural Cross-Section information for Channel 6264ova
=====================================================
Cross-Section ID (from X1 card) : 59.0 Channel sequence number : 59
Left Overbank Length : 10.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 32.95 m^2.
Maximum hydraulic radius : 0.54 meters.
Manning N : 0.020 to Station 44.6 Max Topwidth : 60.87 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 6.09E+01 m
" " : 0.020 Beyond Station 55.0 Max left bank area : 17.69 m^2
Max right bank area : 7.05 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.22 m^2
Natural Cross-Section information for Channel 6768ova
=====================================================
Cross-Section ID (from X1 card) : 60.0 Channel sequence number : 60
Left Overbank Length : 10.0 meters. Maximum Elevation : 90.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.60 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.36 m^2.
Maximum hydraulic radius : 0.40 meters.
Manning N : 0.020 to Station 31.1 Max Topwidth : 45.35 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 4.54E+01 m
" " : 0.020 Beyond Station 41.8 Max left bank area : 5.22 m^2
Max right bank area : 6.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.37 m^2
Natural Cross-Section information for Channel 4950ova
=====================================================
Cross-Section ID (from X1 card) : 61.0 Channel sequence number : 61
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.53 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 4.47 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.020 to Station 19.5 Max Topwidth : 12.87 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.29E+01 m
" " : 0.050 Beyond Station 21.5 Max left bank area : 1.56 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.00 m^2
Natural Cross-Section information for Channel 5152ova
=====================================================
Cross-Section ID (from X1 card) : 62.0 Channel sequence number : 62
Left Overbank Length : 0.0 meters. Maximum Elevation : 91.53 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 0.0 meters. Maximum Section Area : 5.30 m^2.
Maximum hydraulic radius : 0.34 meters.
Manning N : 0.020 to Station 18.4 Max Topwidth : 15.44 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.55E+01 m
" " : 0.050 Beyond Station 20.4 Max left bank area : 1.83 m^2
Max right bank area : 2.47 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.00 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 L1 10.5000 Natural 12.7946 0.1500 15.5720 2.0000
2 L2 11.0000 Natural 14.7632 0.1500 16.1400 2.0000
3 L3 16.0000 Natural 15.5500 0.1500 19.3000 2.0000
4 L4 16.0000 Natural 13.9661 0.1500 13.6217 2.0000
5 L5 10.0000 Natural 15.9956 0.1500 15.6420 2.0000
6 L6 10.2000 Natural 17.1346 0.0350 17.6300 2.0000
7 L7 10.5000 Natural 28.4866 0.0350 22.0740 2.5000
8 L8 10.0000 Natural 31.4508 0.0350 22.8400 2.5000
9 L9 10.0000 Natural 18.6335 0.0750 31.8692 0.7500
10 L10 10.0000 Natural 34.0840 0.0750 27.7600 2.0000
11 L11 16.5000 Natural 24.3130 0.0350 23.4000 2.0000
12 L12 16.5000 Natural 27.2300 0.0350 22.0400 2.5000
13 L13 17.5000 Natural 25.5693 0.0350 33.6725 2.7500
14 L14 10.0000 Natural 13.8030 0.0750 26.8997 0.8000
15 L15 13.0000 Natural 22.9295 0.1000 22.8000 1.5000
16 L24 20.0000 Natural 26.1403 0.1000 18.8590 2.0000
17 L25 16.0000 Natural 33.6984 0.1000 20.6240 2.5000
18 L26 15.0000 Natural 32.1404 0.1000 16.4864 3.0000
19 L27 14.5000 Natural 59.5391 0.0500 28.9672 3.5000
20 L28 134.0000 Natural 59.2400 0.1000 54.4000 2.0000
21 L29 158.0000 Natural 50.0450 0.1000 50.7000 2.0000
22 L30 150.0000 Natural 48.6125 0.1000 42.7500 2.0000
23 L31 89.0000 Natural 44.7250 0.1000 41.5000 2.0000
24 L32 21.0000 Natural 10.1161 0.1250 16.7273 1.5000
25 L33 10.0000 Natural 16.4626 0.1500 34.0539 0.9000
26 L34 17.5000 Natural 35.8755 0.1250 24.9000 2.0000
27 L35 21.5000 Natural 63.0121 0.1250 37.4400 2.8000
28 L36 18.0000 Natural 83.8531 0.0450 37.2584 3.4000
29 W2637 10.0000 Natural 33.2189 0.1000 22.8010 2.0000
30 L37 23.5000 Natural 64.5551 0.0450 29.1404 3.6000
31 L38 14.0000 Natural 23.6525 0.0450 22.3600 2.0000
32 L39 10.0000 Natural 102.1000 0.1000 53.2000 4.0000
33 L41 54.5000 Natural 27.5142 0.1000 25.2470 2.0000
34 4243 60.0000 Natural 38.4834 0.0800 37.3371 2.0000
35 4344 50.0000 Natural 36.1351 0.0700 31.8345 2.0000
36 6869 20.0000 Natural 68.8075 0.1500 63.3000 2.8000
37 4445 33.0000 Natural 45.6166 0.0700 26.8298 2.5000
38 4546 25.0000 Natural 31.8041 0.0500 21.4302 2.5000
39 4647 20.0000 Natural 26.2146 0.0500 19.4487 2.5000
40 4754 31.0000 Natural 43.0242 0.0500 31.9892 2.5000
41 4849 12.0000 Natural 29.9272 0.0500 31.2122 2.0000
42 5051 19.0000 Natural 23.2471 0.0500 23.2480 2.0000
43 5253 20.0000 Natural 23.1711 0.0300 25.3746 2.0000
44 5354 29.0000 Natural 71.4872 0.0500 34.5500 2.5000
45 5462 12.0000 Natural 80.9524 0.0800 54.8133 2.5000
46 5657 6.0000 Natural 11.8046 0.0200 29.9699 0.4000
47 5758 50.0000 Natural 8.4766 0.0350 19.2488 0.5000
48 5859 18.0000 Natural 8.3270 0.0600 16.3043 1.0000
49 5960 17.0000 Natural 10.7492 0.0500 15.1869 1.0000
50 6061 11.0000 Natural 16.6826 0.0500 22.6016 1.0000
51 6162 30.0000 Natural 17.8324 0.0500 15.0872 2.0000
52 6465 32.0000 Natural 36.8073 0.0500 39.7362 2.4000
53 6566 35.0000 Natural 33.2935 0.0600 26.3003 2.4000
54 6667 50.0000 Natural 63.5716 0.0800 49.5077 2.4000
55 L595 6.0000 Natural 80.9524 0.0800 54.8133 2.5000
56 L598 6.0000 Rectangle 0.5400 0.0140 1.2000 0.4500
57 5556ova 16.0000 Natural 2.1643 0.0200 7.0117 0.5000
58 5556unda 16.0000 Circular 0.1104 0.0140 0.3750 0.3750
59 5663ova 83.0000 Natural 2.3506 0.0200 7.0119 0.5000
60 5663und 83.0000 Circular 0.1104 0.0140 0.3750 0.3750
61 6364ova 110.0000 Natural 17.8020 0.0500 9.9800 1.8000
62 6364und 110.0000 Circular 0.1590 0.0140 0.4500 0.4500
63 6264ova 10.0000 Natural 32.9482 0.0200 60.8685 0.8000
64 6264und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
65 6768ova 10.0000 Natural 18.3644 0.0200 45.3522 0.6000
66 6768und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
67 4950ova 6.0000 Natural 4.4704 0.0200 12.8740 0.5000
68 4950und 6.0000 Rectangle 1.3500 0.0120 3.0000 0.4500
69 5152ova 6.0000 Natural 5.3035 0.0200 15.4430 0.5000
70 5152und 6.0000 Rectangle 2.4750 0.0120 3.0000 0.8250
Total length of all conduits .... 2056.2000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
L598 1.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5556unda 1.0000 0.0000 0.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5663und 1.0000 0.5000 1.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6364und 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6264und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6768und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
4950und 2.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5152und 2.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
L1 1.35 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L2 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L3 0.88
L4 0.99
L5 1.58 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L6 1.51 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L7 1.69 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L8 1.84 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L9 1.20 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L10 1.73 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L11 0.97
L12 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L13 0.78
L14 1.12 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L15 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L24 0.92
L25 1.25 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L26 1.46 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L27 1.55 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L28 0.12
L29 0.10
L30 0.11
L31 0.18
L32 0.58
L33 1.09 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L34 1.07 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L35 0.94
L36 1.30 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
W2637 1.89 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L37 0.99
L38 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L39 2.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L41 0.30
4243 0.26
4344 0.33
6869 0.82
4445 0.62
4546 0.76
4647 0.91
4754 0.59
4849 1.28 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5051 0.82
5253 0.75
5354 0.78
5462 1.59 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5657 1.64 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5758 0.21
5859 0.62
5960 0.77
6061 1.22 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6162 0.57
6465 0.47
6566 0.50
6667 0.35
L595 3.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L598 1.75 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5556ova 0.54
5556unda 0.60
5663ova 0.11
5663und 0.12
6364ova 0.19
6364und 0.10
6264ova 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6264und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6768ova 1.00
6768und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950ova 1.54 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950und 1.75 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5152ova 1.53 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5152und 2.37 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 6.6417E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...L39 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N1 110.0000 104.8300 102.8300 0.0000 0.0100 100.0000
2 N2 110.0000 103.7100 101.7100 0.0000 0.0100 100.0000
3 N3 110.0000 102.3800 100.3800 0.0000 0.0100 100.0000
4 N4 110.0000 101.4600 99.4600 0.0000 0.0100 100.0000
5 N5 110.0000 101.0400 99.0400 0.0000 0.1950 100.0000
6 N6 110.0000 100.8600 98.8600 0.0000 0.3740 100.0000
7 N7 110.0000 100.8300 98.3300 0.0000 0.9030 100.0000
8 N8 110.0000 100.3000 97.8000 0.0000 1.4320 100.0000
9 N9 110.0000 99.9700 97.3700 0.0000 1.8610 100.0000
10 N10 110.0000 100.7000 97.0000 0.0000 1.7100 100.0000
11 N11 110.0000 98.7000 96.7000 0.0000 0.4440 100.0000
12 N12 110.0000 98.6000 96.1000 0.0000 1.0430 100.0000
13 N13 110.0000 98.2500 95.5000 0.0000 1.6420 100.0000
14 N14 110.0000 97.9400 94.9500 0.0000 2.1910 100.0000
15 N15 110.0000 97.9300 94.4600 0.0000 0.0100 100.0000
16 N24 110.0000 96.0300 94.0300 0.0000 0.0100 100.0000
17 N25 110.0000 96.0900 93.5900 0.0000 0.0100 100.0000
18 N26 110.0000 95.8500 92.8500 0.0000 0.0100 100.0000
19 N27 110.0000 96.2400 92.7400 0.0000 0.0100 100.0000
20 N28 130.0000 122.5000 120.5000 0.0000 0.0100 100.0000
21 N29 120.0000 115.5000 113.5000 0.0000 0.0100 100.0000
22 N30 110.0000 107.5000 105.5000 0.0000 0.0100 100.0000
23 N31 110.0000 99.5000 97.5000 0.0000 0.0100 100.0000
24 N32 110.0000 96.8000 94.8000 0.0000 0.0100 100.0000
25 N33 110.0000 98.4100 97.5100 0.0000 0.0100 100.0000
26 N34 110.0000 98.0200 94.0700 0.0000 0.0100 100.0000
27 N35 110.0000 96.7700 93.9700 0.0000 0.0100 100.0000
28 N36 110.0000 96.3800 92.9800 0.0000 0.0100 100.0000
29 N37 110.0000 95.9100 92.3100 0.0000 0.0100 100.0000
30 N38 110.0000 95.6000 92.0000 0.0000 0.2100 100.0000
31 N39 110.0000 95.9800 91.9800 0.0000 0.2200 100.0000
32 N41 110.0000 96.1800 91.8800 0.0000 0.3100 100.0000
33 N42 110.0000 93.4800 91.4800 0.0000 0.0000 100.0000
34 N43 110.0000 92.6500 90.6500 0.0000 0.0000 100.0000
35 N44 110.0000 92.5000 90.0000 0.0000 0.0000 100.0000
36 N45 110.0000 92.2000 89.7000 0.0000 0.0000 100.0000
37 N69 110.0000 90.4800 87.6800 0.0000 0.0000 100.0000
38 N46 110.0000 91.8400 89.3400 0.0000 0.0000 100.0000
39 N47 100.0000 91.8200 89.3200 0.0000 0.0000 100.0000
40 N48 99.0000 92.5800 90.5800 0.0000 0.0000 100.0000
41 N49 99.0000 92.4100 90.3500 0.0000 0.0000 100.0000
42 N50 99.0000 92.3300 90.3300 0.0000 0.0000 100.0000
43 N51 99.0000 92.0700 89.9600 0.0000 0.0000 100.0000
44 N52 99.0000 91.9300 89.9300 0.0000 0.0000 100.0000
45 N53 99.0000 92.0300 89.5300 0.0000 0.0000 100.0000
46 N54 99.0000 91.7600 89.1800 0.0000 0.0000 100.0000
47 N55 110.0000 100.3500 98.9200 0.0000 0.0000 100.0000
48 N56 110.0000 99.9300 98.4000 0.0000 0.0000 100.0000
49 N57 110.0000 99.7300 99.2300 0.0000 0.0000 100.0000
50 N58 99.0000 93.4400 92.4400 0.0000 0.0000 100.0000
51 N59 99.0000 92.6000 91.6000 0.0000 0.0000 100.0000
52 N60 99.0000 92.1600 91.1600 0.0000 0.0000 100.0000
53 N61 99.0000 92.5000 90.5000 0.0000 0.0000 100.0000
54 N62 99.0000 91.4200 88.9200 0.0000 0.0000 100.0000
55 N63 99.0000 98.8000 95.7500 0.0000 0.0000 100.0000
56 N64 99.0000 91.7000 88.6300 0.0000 0.0000 100.0000
57 N65 99.0000 90.4800 88.0800 0.0000 0.0000 100.0000
58 N66 99.0000 90.1800 87.7800 0.0000 0.0000 100.0000
59 N67 99.0000 90.0100 87.6100 0.0000 0.0000 100.0000
60 N68 99.0000 90.6400 87.8400 0.0000 0.0000 100.0000
61 D1 110.0000 91.6800 88.7500 0.0000 0.0000 100.0000
62 N60.7 100.0000 91.7000 90.6000 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N1 -258138.4400 158442.2000 No Ponding Normal 0 0.0000
2 N2 -257535.0400 158056.4000 No Ponding Normal 0 0.0000
3 N3 -256737.3050 157774.9000 No Ponding Normal 0 0.0000
4 N4 -255855.7450 157411.1000 No Ponding Normal 0 0.0000
5 N5 -255565.3300 156526.7000 No Ponding Normal 0 0.0000
6 N6 -254993.6350 155868.8500 No Ponding Normal 0 0.0000
7 N7 -254219.4500 155466.0000 No Ponding Normal 0 0.0000
8 N8 -253506.3100 155120.4000 No Ponding Normal 0 0.0000
9 N9 -253005.0350 154930.9000 No Ponding Normal 0 0.0000
10 N10 -252278.6200 155323.5000 No Ponding Normal 0 0.0000
11 N11 -252027.9150 154446.1000 No Ponding Normal 0 0.0000
12 N12 -251376.9400 153954.7000 No Ponding Normal 0 0.0000
13 N13 -250809.7400 153415.1000 No Ponding Normal 0 0.0000
14 N14 -250231.6100 153129.4000 No Ponding Normal 0 0.0000
15 N15 -249536.9500 152980.9000 No Ponding Normal 0 0.0000
16 N24 -248716.0200 152809.4000 No Ponding Normal 0 0.0000
17 N25 -248132.6250 153708.1500 No Ponding Normal 0 0.0000
18 N26 -247569.7300 153701.1000 No Ponding Normal 0 0.0000
19 N27 -246784.5300 154401.3000 No Ponding Normal 0 0.0000
20 N28 -257770.8350 147129.0000 No Ponding Normal 0 0.0000
21 N29 -256212.6250 149106.3000 No Ponding Normal 0 0.0000
22 N30 -253986.6250 149415.1000 No Ponding Normal 0 0.0000
23 N31 -251698.8200 149536.1000 No Ponding Normal 0 0.0000
24 N32 -249151.1100 149881.9000 No Ponding Normal 0 0.0000
25 N33 -248842.3350 151533.9000 No Ponding Normal 0 0.0000
26 N34 -248292.9300 150843.3000 No Ponding Normal 0 0.0000
27 N35 -247792.8000 151663.0000 No Ponding Normal 0 0.0000
28 N36 -247595.8100 152396.1000 No Ponding Normal 0 0.0000
29 N37 -247216.2250 153067.1000 No Ponding Normal 0 0.0000
30 N38 -246297.8400 153826.1500 No Ponding Normal 0 0.0000
31 N39 -245579.7100 153644.9000 No Ponding Normal 0 0.0000
32 N41 -244611.7300 153590.4000 No Ponding Normal 0 0.0000
33 N42 -243718.7000 153503.4500 No Ponding Normal 0 0.0000
34 N43 -242833.0250 153724.2000 No Ponding Normal 0 0.0000
35 N44 -241914.6000 153679.7000 No Ponding Normal 0 0.0000
36 N45 -241168.7250 154005.2000 No Ponding Normal 0 0.0000
37 N69 -231669.0050 158957.7000 No Ponding Normal 0 0.0000
38 N46 -240715.8350 154799.3000 No Ponding Normal 0 0.0000
39 N47 -239515.1400 155239.9000 No Ponding Normal 0 0.0000
40 N48 -241203.2450 151001.1000 No Ponding Normal 0 0.0000
41 N49 -240513.7400 151691.7000 No Ponding Normal 0 0.0000
42 N50 -239943.1250 152179.8000 No Ponding Normal 0 0.0000
43 N51 -239182.3050 152929.9500 No Ponding Normal 0 0.0000
44 N52 -238694.8500 153465.8000 No Ponding Normal 0 0.0000
45 N53 -238243.1250 154418.3000 No Ponding Normal 0 0.0000
46 N54 -238148.0200 155537.5000 No Ponding Normal 0 0.0000
47 N55 -242047.3200 160216.9000 No Ponding Normal 0 0.0000
48 N56 -241286.5000 160193.0000 No Ponding Normal 0 0.0000
49 N57 -240585.1000 159359.6000 No Ponding Normal 0 0.0000
50 N58 -240157.1150 158526.1000 No Ponding Normal 0 0.0000
51 N59 -239420.0350 158145.1000 No Ponding Normal 0 0.0000
52 N60 -238766.2100 157883.1000 No Ponding Normal 0 0.0000
53 N61 -237648.7200 157406.9000 No Ponding Normal 0 0.0000
54 N62 -236935.4300 155882.8000 No Ponding Normal 0 0.0000
55 N63 -237803.2450 160276.4000 No Ponding Normal 0 0.0000
56 N64 -235948.7200 156025.7000 No Ponding Normal 0 0.0000
57 N65 -234783.7050 156311.5000 No Ponding Normal 0 0.0000
58 N66 -233999.0450 156918.7000 No Ponding Normal 0 0.0000
59 N67 -233285.8050 158633.3000 No Ponding Normal 0 0.0000
60 N68 -232560.6150 158776.1500 No Ponding Normal 0 0.0000
61 D1 -236495.5500 155990.0000 No Ponding Normal 0 0.0000
62 N60.7 -238231.2300 157680.7000 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 L1 N1 N2 102.8300 101.7100 No Design
2 L2 N2 N3 101.7100 100.3800 No Design
3 L3 N3 N4 100.3800 99.4600 No Design
4 L4 N4 N5 99.4600 99.0400 No Design
5 L5 N5 N6 99.0400 98.8600 No Design
6 L6 N6 N7 98.8600 98.3300 No Design
7 L7 N7 N8 98.3300 97.8000 No Design
8 L8 N8 N9 97.8000 97.3700 No Design
9 L9 N9 N10 99.2200 99.2100 No Design
10 L10 N10 N11 98.7000 96.7000 No Design
11 L11 N11 N12 96.7000 96.1000 No Design
12 L12 N12 N13 96.1000 95.5000 No Design
13 L13 N13 N14 95.5000 94.9500 No Design
14 L14 N14 N15 97.1400 97.1300 No Design
15 L15 N15 N24 94.4600 94.0300 No Design
16 L24 N24 N25 94.0300 93.5900 No Design
17 L25 N25 N26 93.5900 92.8500 No Design
18 L26 N26 N27 92.8500 92.7400 No Design
19 L27 N27 N38 92.7400 92.0000 No Design
20 L28 N28 N29 120.5000 113.5000 No Design
21 L29 N29 N30 113.5000 105.5000 No Design
22 L30 N30 N31 105.5000 97.5000 No Design
23 L31 N31 N32 97.5000 94.8000 No Design
24 L32 N32 N34 94.8000 94.0700 No Design
25 L33 N33 N34 97.5100 97.1200 No Design
26 L34 N34 N35 94.0700 93.9700 No Design
27 L35 N35 N36 93.9700 92.9800 No Design
28 L36 N36 N37 92.9800 92.3100 No Design
29 W2637 N26 N37 93.7200 93.6200 No Design
30 L37 N37 N38 92.3100 92.0000 No Design
31 L38 N38 N39 92.0000 91.9800 No Design
32 L39 N41 N39 92.1800 91.9800 No Design
33 L41 N41 N42 91.8800 91.4800 No Design
34 4243 N42 N43 91.4800 90.6500 No Design
35 Section 3
4344 N43 N44 90.6500 90.0000 No Design
36 6869 N68 N69 87.8400 87.6800 No Design
37 4445 N44 N45 90.0000 89.7000 No Design
38 4546 N45 N46 89.7000 89.3400 No Design
39 4647 N46 N47 89.3400 89.3200 No Design
40 4754 N47 N54 89.3200 89.1800 No Design
41 4849 N48 N49 90.5800 90.4100 No Design
42 5051 N50 N51 90.3300 90.0700 No Design
43 5253 N52 N53 89.9300 89.5300 No Design
44 5354 N53 N54 89.5300 89.2600 No Design
45 5462 N54 N62 89.2600 88.9200 No Design
46 5657 N56 N57 99.5300 99.2300 No Design
47 5758 N57 N58 99.2300 92.4400 No Design
48 5859 N58 N59 92.4400 91.6000 No Design
49 5960 N59 N60 91.6000 91.1600 No Design
50 6061 N60 N60.7 91.1600 90.7000 No Design
51 6162 N61 N62 90.5000 88.9200 No Design
52 6465 N64 N65 88.6300 88.0800 No Design
53 6566 N65 N66 88.0800 87.7800 No Design
54 6667 N66 N67 87.7800 87.6100 No Design
55 L595 N62 D1 88.9200 88.7500 No Design
56 L598 N60.7 N61 90.6000 90.5000 No Design
57 5556ova N55 N56 99.8500 99.4000 No Design
58 5556unda N55 N56 98.9200 98.4700 No Design
59 5663ova N56 N63 99.4000 98.0000 No Design
60 5663und N56 N63 98.4000 97.0000 No Design
61 6364ova N63 N64 97.0000 89.9000 No Design
62 6364und N63 N64 95.7500 88.6300 No Design
63 6264ova D1 N64 90.8800 90.8600 No Design
64 6264und D1 N64 88.7500 88.6300 No Design
65 6768ova N67 N68 89.4000 89.3800 No Design
66 6768und N67 N68 87.9600 87.8400 No Design
67 4950ova N49 N50 91.0400 91.0200 No Design
68 4950und N49 N50 90.3500 90.3300 No Design
69 5152ova N51 N52 91.0300 91.0250 No Design
70 5152und N51 N52 89.9600 89.9300 No Design
*==========================================*
| Storage Junction Data |
*==========================================*
MAXIMUM OR PEAK OR CROWN DEPTH
STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION STARTS
NUMBER OR NAME TYPE AREA (M2) (CUBIC MET.) (M) FROM
-------------- -------- ---------------- --------------- --------- -----------
N33 Stage/Area 1100.0000 967.7421 110.0000 Spill Crest
*==================================*
| Variable storage data for node |N33
*==================================*
Data Elevation Depth Area Volume
Point meters meters m^2 m^3
===== ========= ====== =========== ============
1 97.5100 0.0000 746.0000 0.0000
2 97.5713 0.0612 778.8750 46.6957
3 97.6325 0.1225 811.7500 95.4051
4 97.6938 0.1837 844.6250 146.1283
5 97.7550 0.2450 877.5000 198.8651
6 97.8163 0.3063 910.3750 253.6157
7 97.8775 0.3675 943.2500 310.3800
8 97.9387 0.4287 976.1250 369.1580
9 98.0000 0.4900 1009.0000 429.9497
10 98.0637 0.5537 1020.3750 494.6357
11 98.1275 0.6175 1031.7500 560.0468
12 98.1913 0.6813 1043.1250 626.1831
13 98.2550 0.7450 1054.5000 693.0446
14 98.3188 0.8087 1065.8750 760.6312
15 98.3825 0.8725 1077.2500 828.9430
16 98.4463 0.9363 1088.6250 897.9799
17 98.5100 1.0000 1100.0000 967.7421
18 110.0000 12.4900 1100.0000 967.7421
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N69 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N69 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
CHURCH STREET, POMONA
EXISTING CASE
Title from immediately preceding computational layer
CHURCH STREET, POMONA
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 27
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 101.56
#################################################
# Element numbers of interface inlet locations: #
#################################################
N48 N50 N52 N1 N4 N8 N13
N25 N28 N29 N30 N31 N32 N33
N36 N42 N44 N45 N47 N55 N56
N63 N64 N66 N58 N59 N61
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
L1 23.7900 0.1067
L2 31.3792 0.1209
L3 21.1637 0.0575
L4 14.8201 0.0262
L5 14.1212 0.0180
L6 107.6004 0.0520
L7 212.9831 0.0505
L8 226.7844 0.0430
L9 5.4768 0.0010
L10 230.8083 0.2000
L11 134.5580 0.0364
L12 167.9513 0.0364
L13 106.1819 0.0314
L14 3.7006 0.0010
L15 41.4767 0.0331
L24 46.8109 0.0220
L25 97.5504 0.0463
L26 39.8090 0.0073
L27 416.5903 0.0510
L28 142.9406 0.0522
L29 111.2914 0.0506
L30 121.4510 0.0533
L31 81.3908 0.0303
L32 10.6189 0.0348
L33 13.2107 0.0390
L34 27.1462 0.0057
L35 151.1332 0.0460
L36 604.2278 0.0372
W2637 41.0450 0.0100
L37 268.7941 0.0132
L38 20.3679 0.0014
L39 220.6626 0.0200
L41 24.3580 0.0073
4243 57.3946 0.0138
4344 63.4676 0.0130
6869 43.1813 0.0080
4445 86.8567 0.0091
4546 96.3889 0.0144
4647 19.5453 0.0010
4754 69.8137 0.0045
4849 68.7768 0.0142
5051 53.2734 0.0137
5253 101.3181 0.0200
5354 215.9379 0.0093
5462 217.9611 0.0283
5657 69.9273 0.0500
5758 51.4571 0.1358
5859 18.9395 0.0467
5960 27.1929 0.0259
6061 54.8120 0.0418
6162 84.2671 0.0527
6465 90.4168 0.0172
6566 57.6108 0.0086
6667 54.3218 0.0034
L595 217.9611 0.0283
L598 1.4897 0.0167
5556ova 8.0165 0.0281
5556unda 0.2730 0.0281
5663ova 7.0634 0.0169
5663und 0.2114 0.0169
6364ova 109.2892 0.0645
6364und 0.6735 0.0647
6264ova 48.9163 0.0020
6264und 3.2349 0.0133
6768ova 22.4678 0.0020
6768und 3.2349 0.0133
4950ova 6.3533 0.0033
4950und 2.1890 0.0033
5152ova 3.7458 0.0008
5152und 6.8731 0.0050
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.01 / 102.84 N2/ 0.01 / 101.72 N3/ 0.01 / 100.39
N4/ 0.01 / 99.47 N5/ 0.20 / 99.23 N6/ 0.37 / 99.23
N7/ 0.90 / 99.23 N8/ 1.43 / 99.23 N9/ 1.86 / 99.23
N10/ 1.71 / 98.71 N11/ 0.44 / 97.14 N12/ 1.04 / 97.14
N13/ 1.64 / 97.14 N14/ 2.19 / 97.14 N15/ 0.01 / 94.47
N24/ 0.01 / 94.04 N25/ 0.01 / 93.60 N26/ 0.01 / 92.86
N27/ 0.01 / 92.75 N28/ 0.01 / 120.51 N29/ 0.01 / 113.51
N30/ 0.01 / 105.51 N31/ 0.01 / 97.51 N32/ 0.01 / 94.81
N33/ 0.01 / 97.52 N34/ 0.01 / 94.08 N35/ 0.01 / 93.98
N36/ 0.01 / 92.99 N37/ 0.01 / 92.32 N38/ 0.21 / 92.21
N39/ 0.22 / 92.20 N41/ 0.31 / 92.19 N42/ 0.00 / 91.48
N43/ 0.00 / 90.65 N44/ 0.00 / 90.00 N45/ 0.00 / 89.70
N69/ 0.00 / 87.68 N46/ 0.00 / 89.34 N47/ 0.00 / 89.32
N48/ 0.00 / 90.58 N49/ 0.00 / 90.35 N50/ 0.00 / 90.33
N51/ 0.00 / 89.96 N52/ 0.00 / 89.93 N53/ 0.00 / 89.53
N54/ 0.00 / 89.18 N55/ 0.00 / 98.92 N56/ 0.00 / 98.40
N57/ 0.00 / 99.23 N58/ 0.00 / 92.44 N59/ 0.00 / 91.60
N60/ 0.00 / 91.16 N61/ 0.00 / 90.50 N62/ 0.00 / 88.92
N63/ 0.00 / 95.75 N64/ 0.00 / 88.63 N65/ 0.00 / 88.08
N66/ 0.00 / 87.78 N67/ 0.00 / 87.61 N68/ 0.00 / 87.84
D1/ 0.00 / 88.75 N60.7/ 0.00 / 90.60
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Cross Sectional Area
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.07 L5/ 0.52 L6/ 1.77
L7/ 6.44 L8/ 14.04 L9/ 0.01
L10/ 1.92 L11/ 3.74 L12/ 8.00
L13/ 10.11 L14/ 0.00 L15/ 0.05
L24/ 0.00 L25/ 0.01 L26/ 0.01
L27/ 0.16 L28/ 0.02 L29/ 0.03
L30/ 0.04 L31/ 0.01 L32/ 0.00
L33/ 0.00 L34/ 0.02 L35/ 0.00
L36/ 0.01 W2637/ 0.00 L37/ 0.16
L38/ 0.26 L39/ 0.39 L41/ 0.37
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Hydraulic Radius
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.04 L5/ 0.17 L6/ 0.29
L7/ 0.56 L8/ 0.81 L9/ 0.00
L10/ 0.17 L11/ 0.36 L12/ 0.64
L13/ 0.80 L14/ 0.00 L15/ 0.01
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.05 L28/ 0.01 L29/ 0.01
L30/ 0.01 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.05
L38/ 0.11 L39/ 0.07 L41/ 0.08
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264und/ 0.00 6768ova/ 0.00 6768und/ 0.00
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Upstream/ Downstream Elevation
L1/ 102.84/ 101.72 L2/ 101.72/ 100.39 L3/ 100.39/ 99.47
L4/ 99.47/ 99.23 L5/ 99.23/ 99.23 L6/ 99.23/ 99.23
L7/ 99.23/ 99.23 L8/ 99.23/ 99.23 L9/ 99.23/ 99.21
L10/ 98.71/ 97.14 L11/ 97.14/ 97.14 L12/ 97.14/ 97.14
L13/ 97.14/ 97.14 L14/ 97.14/ 97.13 L15/ 94.47/ 94.04
L24/ 94.04/ 93.60 L25/ 93.60/ 92.86 L26/ 92.86/ 92.75
L27/ 92.75/ 92.21 L28/ 120.51/ 113.51 L29/ 113.51/ 105.51
L30/ 105.51/ 97.51 L31/ 97.51/ 94.81 L32/ 94.81/ 94.08
L33/ 97.52/ 97.12 L34/ 94.08/ 93.98 L35/ 93.98/ 92.99
L36/ 92.99/ 92.32 W2637/ 92.32/ 92.32 L37/ 92.32/ 92.21
L38/ 92.21/ 92.20 L39/ 92.19/ 92.20 L41/ 92.19/ 91.48
4243/ 90.65/ 90.65 4344/ 90.00/ 90.00 6869/ 87.68/ 87.68
4445/ 89.70/ 89.70 4546/ 89.34/ 89.34 4647/ 89.32/ 89.32
4754/ 89.18/ 89.18 4849/ 90.35/ 90.35 5051/ 89.96/ 89.96
5253/ 89.53/ 89.53 5354/ 89.18/ 89.18 5462/ 88.92/ 88.92
5657/ 99.23/ 99.23 5758/ 92.44/ 92.44 5859/ 91.60/ 91.60
5960/ 91.16/ 91.16 6061/ 90.60/ 90.60 6162/ 88.92/ 88.92
6465/ 88.08/ 88.08 6566/ 87.78/ 87.78 6667/ 87.61/ 87.61
L595/ 88.75/ 88.75 L598/ 90.50/ 90.50 5556ova/ 98.40/ 98.40
5556unda/ 98.40/ 98.40 5663ova/ 95.75/ 95.75 5663und/ 95.75/ 95.75
6364ova/ 88.63/ 88.63 6364und/ 88.63/ 88.63 6264ova/ 88.63/ 88.63
6264und/ 88.63/ 88.63 6768ova/ 87.84/ 87.84 6768und/ 87.84/ 87.84
4950ova/ 90.33/ 90.33 4950und/ 90.33/ 90.33 5152ova/ 89.93/ 89.93
5152und/ 89.93/ 89.93
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N1 6.3791 15.9478 380.0000
N2 5.0090 12.5226 0.0000
N3 19.5231 48.8077 0.0000
N4 11.5835 28.9587 0.0000
N5 34.6506 50.0000 0.0000
N6 50.0000 50.0000 0.0000
N7 50.0000 50.0000 0.0000
N8 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N11 16.0767 40.1917 0.0000
N12 21.2557 50.0000 0.0000
N13 45.7194 50.0000 0.0000
N14 27.1090 50.0000 0.0000
N15 4.8489 12.1223 985.0000
N24 9.6858 24.2146 0.0000
N25 23.1648 50.0000 0.0000
N26 16.6963 41.7408 0.0000
N27 36.9116 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 46.5899 50.0000 0.0000
N32 25.7727 50.0000 0.0000
N33 27.8949 50.0000 0.0000
N34 21.2788 50.0000 0.0000
N35 29.9728 50.0000 0.0000
N36 18.8362 47.0905 0.0000
N37 27.1315 50.0000 0.0000
N38 22.6061 50.0000 0.0000
N39 36.8300 50.0000 0.0000
N41 15.5651 38.9128 0.0000
N42 19.4987 48.7467 0.0000
N43 36.3972 50.0000 0.0000
N44 41.2077 50.0000 0.0000
N45 30.9785 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 23.1098 50.0000 0.0000
N47 16.8238 42.0595 0.0000
N48 31.5558 50.0000 0.0000
N49 19.6313 49.0782 0.0000
N50 25.0720 50.0000 0.0000
N51 16.0028 40.0070 0.0000
N52 13.1350 32.8376 0.0000
N53 13.9918 34.9795 0.0000
N54 16.9489 42.3723 0.0000
N55 0.5484 1.3709 20005.0000
N56 0.7440 1.8600 10.0000
N57 50.0000 50.0000 0.0000
N58 50.0000 50.0000 0.0000
N59 50.0000 50.0000 0.0000
N60 50.0000 50.0000 0.0000
N61 20.8123 50.0000 0.0000
N62 32.0061 50.0000 0.0000
N63 0.4817 1.2042 220.0000
N64 17.6712 44.1779 0.0000
N65 25.3207 50.0000 0.0000
N66 22.9419 50.0000 0.0000
N67 9.5671 23.9177 0.0000
N68 7.1601 17.9003 0.0000
D1 10.3850 25.9624 0.0000
N60.7 13.3168 33.2921 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 3.6694 3.6694 10.0937 0.0833 0.0079 0.1195 Normal Soln
L2 3.9714 3.9714 11.8048 0.0000 0.0103 0.0870 Normal Soln
L3 6.0047 6.0047 26.8212 0.0000 0.0122 0.1270 Normal Soln
L4 5.4070 5.4070 22.6979 0.0000 0.0119 0.3507 Normal Soln
L5 3.3698 3.3698 12.7699 0.0000 0.0112 0.4102 Normal Soln
L6 3.5819 3.5819 16.3282 0.0000 0.0153 0.0756 Normal Soln
L7 3.4776 3.4776 44.5296 6.1667 0.0221 0.0536 Normal Soln
L8 2.9844 2.9844 50.0000 227.9167 0.0359 0.0614 Normal Soln
L9 5.1691 5.1691 19.0255 0.0000 0.0114 1.0626 Normal Soln
L10 3.7781 3.7781 20.4784 6.4167 0.0162 0.0252 Normal Soln
L11 5.8354 5.8354 50.0000 0.0000 0.0933 0.0620 Normal Soln
L12 5.0864 5.0864 50.0000 0.0000 0.1377 0.0649 Normal Soln
L13 5.6943 5.6943 50.0000 0.0000 0.1537 0.1272 Normal Soln
L14 4.0238 4.0238 12.1563 0.0000 0.1130 2.1770 Normal Soln
L15 4.7997 4.7997 20.1397 0.0000 0.1318 0.1932 Normal Soln
L24 7.1686 7.1686 24.6121 0.0000 0.0764 0.1697 Normal Soln
L25 5.1152 5.1152 20.9561 0.0000 0.0754 0.1062 Normal Soln
L26 4.2993 4.2993 13.1036 0.0000 0.0537 0.2519 Normal Soln
L27 4.4398 4.4398 14.5341 0.0000 0.0770 0.0241 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0071 0.0164 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0091 0.0418 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0150 0.0480 Normal Soln
L31 36.3249 36.3249 50.0000 0.0000 0.0255 0.0970 Normal Soln
L32 6.6046 6.6046 21.3763 0.0000 0.0153 0.7721 Normal Soln
L33 6.4017 6.4017 25.2614 0.0000 0.0054 0.0824 Normal Soln
L34 6.5178 6.5178 46.9220 0.0000 0.0225 0.3205 Normal Soln
L35 8.8356 8.8356 27.8393 0.0000 0.0261 0.0577 Normal Soln
L36 6.2371 6.2371 12.3317 0.0000 0.0475 0.0147 Normal Soln
W2637 8.1160 8.1160 36.9082 0.0000 0.0020 0.0072 Normal Soln
L37 7.8275 7.8275 37.7143 0.0000 0.0351 0.0343 Normal Soln
L38 4.1061 4.1061 15.2054 0.0000 0.0593 0.9045 Normal Soln
L39 2.8913 2.8913 11.6750 0.0000 -0.0603 0.0833 Normal Soln
L41 15.3533 15.3533 50.0000 0.0000 0.0578 0.7474 Normal Soln
4243 20.4756 20.4756 50.0000 0.0000 0.0512 0.3297 Normal Soln
4344 16.4998 16.4998 50.0000 0.0000 0.0515 0.2974 Normal Soln
6869 5.8043 5.8043 37.4397 0.0000 0.0176 0.4060 Normal Soln
4445 9.7362 9.7362 48.7003 0.0000 0.0553 0.2140 Normal Soln
4546 7.3010 7.3010 23.4685 0.0000 0.0574 0.1866 Normal Soln
4647 5.3454 5.3454 17.8529 0.0000 0.0586 0.8971 Normal Soln
4754 8.9715 8.9715 39.7807 0.0000 0.0565 0.2607 Normal Soln
4849 4.9035 4.9035 12.0909 0.0000 0.0093 0.0552 Normal Soln
5051 6.8667 6.8667 17.7772 0.0000 0.0102 0.1126 Normal Soln
5253 6.1531 6.1531 11.0948 0.0000 -0.0384 0.0798 Normal Soln
5354 8.0997 8.0997 50.0000 0.0000 -0.0547 0.0689 Normal Soln
5462 3.1434 3.1434 43.8534 0.0000 0.0571 0.1848 Normal Soln
5657 6.3895 6.3895 11.3443 0.0000 0.0026 0.0078 Normal Soln
5758 44.3075 44.3075 50.0000 0.0000 0.0041 0.0101 Normal Soln
5859 8.4934 8.4934 19.9868 0.0000 0.0053 0.0733 Normal Soln
5960 8.9611 8.9611 20.8618 0.0000 0.0039 0.0611 Normal Soln
6061 6.2356 6.2356 30.2704 0.0000 0.0066 0.0307 Normal Soln
6162 9.1665 9.1665 20.7194 0.0000 -0.0208 0.0336 Normal Soln
6465 9.4768 9.4768 33.2158 0.0000 0.0332 0.1949 Normal Soln
6566 9.8641 9.8641 45.2293 0.0000 0.0406 0.3044 Normal Soln
6667 14.3640 14.3640 50.0000 0.0000 0.0260 0.3656 Normal Soln
L595 1.5668 1.5668 42.7220 0.0000 0.0765 0.3941 Normal Soln
L598 1.5561 1.5561 4.3331 11.7500 -0.0054 1.2702 Normal Soln
5556ova 6.5835 6.5835 10.4217 0.0000 0.0024 0.1056 Normal Soln
5556unda 3.0058 3.0058 7.9049 0.0000 -0.0094 2.1668 Normal Soln
5663ova 39.4357 39.4357 50.0000 0.0000 -0.0031 0.1083 Normal Soln
5663und 15.0431 15.0431 38.4116 0.0000 0.0069 2.2613 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0039 0.0093 Normal Soln
6364und 14.6981 14.6981 28.0851 0.0000 0.0270 2.7656 Normal Soln
6264ova 6.1178 6.1178 14.6217 0.0000 0.0096 0.0655 Normal Soln
6264und 1.0892 1.0892 2.5526 41.1667 0.0078 2.0880 Normal Soln
6768ova 4.1008 4.1008 9.0766 0.0000 0.0189 0.5559 Normal Soln
6768und 1.4919 1.4919 4.1867 66.5000 0.0072 1.7576 Normal Soln
4950ova 13.7003 13.7003 50.0000 0.0000 0.0000 0.0002 Normal Soln
4950und 2.0992 2.0992 7.7356 0.0000 0.0052 1.0806 Normal Soln
5152ova 13.7637 13.7637 50.0000 0.0000 0.0000 0.0006 Normal Soln
5152und 1.7442 1.7442 5.7872 0.0000 -0.0112 0.5896 Normal Soln
The conduit with the smallest time step limitation was..L8
The conduit with the largest wobble was.................6364und
The conduit with the largest flow change in any
consecutive time step...................................L13
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.02 / 102.85/ N2/ 0.01 / 101.72/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.57 / 97.27/ N12/ 1.17 / 97.27/
N13/ 1.77 / 97.27/ N14/ 2.32 / 97.27/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.07 / 97.57/ N32/ 0.14 / 94.94/
N33/ 0.01 / 97.52/ N34/ 0.06 / 94.13/ N35/ 0.14 / 94.11/
N36/ 0.06 / 93.04/ N37/ 0.05 / 92.36/ N38/ 0.20 / 92.20/
N39/ 0.21 / 92.19/ N41/ 0.11 / 91.99/ N42/ 0.11 / 91.59/
N43/ 0.12 / 90.77/ N44/ 0.08 / 90.08/ N45/ 0.13 / 89.83/
N69/ 0.07 / 87.75/ N46/ 0.13 / 89.47/ N47/ 0.13 / 89.45/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.35/ N50/ 0.00 / 90.33/
N51/ 0.00 / 89.96/ N52/ 0.01 / 89.94/ N53/ 0.00 / 89.53/
N54/ 0.09 / 89.27/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.00 / 90.50/ N62/ 0.01 / 88.93/
N63/ 0.00 / 95.75/ N64/ 0.14 / 88.77/ N65/ 0.10 / 88.18/
N66/ 0.21 / 87.99/ N67/ 0.38 / 87.99/ N68/ 0.09 / 87.93/
D1/ 0.03 / 88.78/ N60.7/ 0.00 / 90.60/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.00*/ L26/ 0.00 /
L27/ 0.00*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02*/ 4344/ 0.02 / 6869/ 0.02 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.00*/ 5462/ 0.02*/
5657/ 0.00*/ 5758/ 0.00*/ 5859/ 0.00*/
5960/ 0.00*/ 6061/ 0.00 / 6162/ 0.00*/
6465/ 0.02 / 6566/ 0.02 / 6667/ 0.02 /
L595/ 0.02*/ L598/ 0.00*/ 5556ova/ 0.00*/
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.00*/ 6264ova/ 0.00 /
6264und/ 0.02 / 6768ova/ 0.00 / 6768und/ 0.02 /
4950ova/ 0.00*/ 4950und/ 0.00 / 5152ova/ 0.00*/
5152und/ 0.00*/ FREE # 1/ 0.02 /
Conduit/ Velocity
L1/ 0.09 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.15 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.07 / L26/ 0.08 /
L27/ 0.03 / L28/ 0.06 / L29/ 0.03 /
L30/ 0.05 / L31/ 0.08 / L32/ 0.22 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.23 /
L36/ 0.38 / W2637/ 0.00 / L37/ 0.07 /
L38/ 0.07 / L39/ -0.05 / L41/ 0.13 /
4243/ 0.19 / 4344/ 0.23 / 6869/ 0.11 /
4445/ 0.11 / 4546/ 0.37 / 4647/ 0.11 /
4754/ 0.22 / 4849/ 0.06 / 5051/ 0.04 /
5253/ 0.08 / 5354/ 0.01 / 5462/ 0.10 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.02 /
5960/ 0.02 / 6061/ 0.02 / 6162/ 0.04 /
6465/ 0.40 / 6566/ 0.21 / 6667/ 0.03 /
L595/ 0.07 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.29 / 5663ova/ 0.00 / 5663und/ 0.26 /
6364ova/ 0.00 / 6364und/ 0.01 / 6264ova/ 0.00 /
6264und/ 0.29 / 6768ova/ 0.00 / 6768und/ 0.51 /
4950ova/ 0.00 / 4950und/ 0.05 / 5152ova/ 0.00 /
5152und/ 0.03 /
Conduit/ Width
L1/ 0.08 / L2/ 0.10 / L3/ 0.13 /
L4/ 0.84 / L5/ 2.86 / L6/ 5.13 /
L7/ 10.76 / L8/ 16.93 / L9/ 1.93 /
L10/ 5.84 / L11/ 10.40 / L12/ 12.60 /
L13/ 13.19 / L14/ 0.46 / L15/ 4.18 /
L24/ 0.90 / L25/ 1.17 / L26/ 0.89 /
L27/ 1.39 / L28/ 0.19 / L29/ 0.44 /
L30/ 2.29 / L31/ 2.06 / L32/ 0.83 /
L33/ 0.06 / L34/ 4.13 / L35/ 0.71 /
L36/ 0.46 / W2637/ 0.00 / L37/ 1.67 /
L38/ 2.22 / L39/ 2.35 / L41/ 1.96 /
4243/ 1.46 / 4344/ 1.37 / 6869/ 2.27 /
4445/ 2.38 / 4546/ 0.70 / 4647/ 2.24 /
4754/ 1.40 / 4849/ 0.22 / 5051/ 0.19 /
5253/ 0.16 / 5354/ 1.26 / 5462/ 2.57 /
5657/ 0.38 / 5758/ 0.22 / 5859/ 0.06 /
5960/ 0.10 / 6061/ 0.11 / 6162/ 0.04 /
6465/ 0.79 / 6566/ 1.11 / 6667/ 4.12 /
L595/ 3.66 / L598/ 1.20 / 5556ova/ 0.00 /
5556unda/ 0.15 / 5663ova/ 0.01 / 5663und/ 0.15 /
6364ova/ 0.02 / 6364und/ 0.28 / 6264ova/ 0.07 /
6264und/ 0.56 / 6768ova/ 0.09 / 6768und/ 0.51 /
4950ova/ 0.00 / 4950und/ 3.00 / 5152ova/ 0.00 /
5152und/ 3.00 /
Junction/ EGL
N1/ 0.02 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.57 / N12/ 1.17 /
N13/ 1.77 / N14/ 2.32 / N15/ 2.72 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.07 / N32/ 0.14 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.14 /
N36/ 0.06 / N37/ 0.06 / N38/ 0.20 /
N39/ 0.21 / N41/ 0.11 / N42/ 0.11 /
N43/ 0.12 / N44/ 0.08 / N45/ 0.13 /
N69/ 0.07 / N46/ 0.14 / N47/ 0.13 /
N48/ 0.01 / N49/ 0.06 / N50/ 0.00 /
N51/ 0.11 / N52/ 0.01 / N53/ 0.00 /
N54/ 0.10 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.02 /
N63/ 1.26 / N64/ 0.14 / N65/ 0.10 /
N66/ 0.22 / N67/ 0.38 / N68/ 0.11 /
D1/ 0.03 / N60.7/ 0.10 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.28 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.73 / N12/ 12.73 /
N13/ 12.73 / N14/ 12.73 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.43 / N32/ 15.06 /
N33/ 12.48 / N34/ 15.87 / N35/ 15.89 /
N36/ 16.96 / N37/ 17.64 / N38/ 17.80 /
N39/ 17.81 / N41/ 18.01 / N42/ 18.41 /
N43/ 19.23 / N44/ 19.92 / N45/ 20.17 /
N69/ 22.25 / N46/ 20.53 / N47/ 10.55 /
N48/ 8.41 / N49/ 8.65 / N50/ 8.67 /
N51/ 9.04 / N52/ 9.06 / N53/ 9.47 /
N54/ 9.73 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.50 / N62/ 10.07 /
N63/ 3.25 / N64/ 10.23 / N65/ 10.82 /
N66/ 11.01 / N67/ 11.01 / N68/ 11.07 /
D1/ 21.22 / N60.7/ 9.40 /
Junction/ Max Volume
N1/ 0.83 / N2/ 0.66 / N3/ 0.75 /
N4/ 1.00 / N5/ 0.96 / N6/ 0.72 /
N7/ 1.27 / N8/ 1.80 / N9/ 2.23 /
N10/ 1.90 / N11/ 0.94 / N12/ 1.54 /
N13/ 2.14 / N14/ 2.70 / N15/ 0.51 /
N24/ 0.70 / N25/ 0.66 / N26/ 1.06 /
N27/ 0.62 / N28/ 0.35 / N29/ 0.46 /
N30/ 0.46 / N31/ 0.78 / N32/ 1.10 /
N33/ 0.39 / N34/ 0.94 / N35/ 0.95 /
N36/ 0.71 / N37/ 1.02 / N38/ 1.31 /
N39/ 1.27 / N41/ 1.25 / N42/ 1.26 /
N43/ 1.15 / N44/ 1.13 / N45/ 1.40 /
N69/ 1.68 / N46/ 1.72 / N47/ 1.73 /
N48/ 0.47 / N49/ 0.69 / N50/ 0.71 /
N51/ 1.08 / N52/ 1.11 / N53/ 1.51 /
N54/ 1.86 / N55/ 1.11 / N56/ 1.15 /
N57/ 0.03 / N58/ 0.18 / N59/ 0.21 /
N60/ 0.13 / N61/ 0.54 / N62/ 2.12 /
N63/ 1.32 / N64/ 1.14 / N65/ 1.64 /
N66/ 1.92 / N67/ 2.08 / N68/ 1.68 /
D1/ 2.29 / N60.7/ 0.62 /
Junction/Total Fldng
N1/ 0.00 / N2/ 0.00 / N3/ 0.00 /
N4/ 0.00 / N5/ 0.00 / N6/ 0.00 /
N7/ 0.00 / N8/ 0.00 / N9/ 0.00 /
N10/ 0.00 / N11/ 0.00 / N12/ 0.00 /
N13/ 0.00 / N14/ 0.00 / N15/ 0.00 /
N24/ 0.00 / N25/ 0.00 / N26/ 0.00 /
N27/ 0.00 / N28/ 0.00 / N29/ 0.00 /
N30/ 0.00 / N31/ 0.00 / N32/ 0.00 /
N33/ 0.00 / N34/ 0.00 / N35/ 0.00 /
N36/ 0.00 / N37/ 0.00 / N38/ 0.00 /
N39/ 0.00 / N41/ 0.00 / N42/ 0.00 /
N43/ 0.00 / N44/ 0.00 / N45/ 0.00 /
N69/ 0.00 / N46/ 0.00 / N47/ 0.00 /
N48/ 0.00 / N49/ 0.00 / N50/ 0.00 /
N51/ 0.00 / N52/ 0.00 / N53/ 0.00 /
N54/ 0.00 / N55/ 0.00 / N56/ 0.00 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.00 /
N63/ 0.00 / N64/ 0.00 / N65/ 0.00 /
N66/ 0.00 / N67/ 0.00 / N68/ 0.00 /
D1/ 0.00 / N60.7/ 0.00 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.08 / L5/ 0.56 / L6/ 1.84 /
L7/ 6.62 / L8/ 14.33 / L9/ 0.03 /
L10/ 2.58 / L11/ 4.98 / L12/ 9.56 /
L13/ 11.74 / L14/ 0.03 / L15/ 0.30 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.05 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.17 / L31/ 0.13 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.26 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.23 / L39/ 0.36 / L41/ 0.13 /
4243/ 0.09 / 4344/ 0.08 / 6869/ 0.21 /
4445/ 0.16 / 4546/ 0.05 / 4647/ 0.17 /
4754/ 0.09 / 4849/ 0.01 / 5051/ 0.01 /
5253/ 0.01 / 5354/ 0.11 / 5462/ 0.19 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.05 / 6566/ 0.10 / 6667/ 0.65 /
L595/ 0.27 / 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/ 0.03 / 6768ova/ 0.00 / 6768und/ 0.02 /
4950ova/ 0.00 / 4950und/ 0.01 / 5152ova/ 0.00 /
5152und/ 0.01 /
Conduit/ Final Volume
L1/ 0.03 / L2/ 0.04 / L3/ 0.08 /
L4/ 1.33 / L5/ 5.62 / L6/ 18.82 /
L7/ 69.49 / L8/ 143.31 / L9/ 0.29 /
L10/ 25.82 / L11/ 82.10 / L12/ 157.78 /
L13/ 205.51 / L14/ 0.26 / L15/ 3.92 /
L24/ 0.70 / L25/ 0.94 / L26/ 0.80 /
L27/ 2.12 / L28/ 1.72 / L29/ 5.05 /
L30/ 25.88 / L31/ 11.29 / L32/ 1.09 /
L33/ 0.01 / L34/ 4.61 / L35/ 1.08 /
L36/ 0.57 / W2637/ 0.00 / L37/ 3.95 /
L38/ 3.28 / L39/ 3.60 / L41/ 6.97 /
4243/ 5.55 / 4344/ 3.90 / 6869/ 4.21 /
4445/ 5.25 / 4546/ 1.26 / 4647/ 3.37 /
4754/ 2.75 / 4849/ 0.12 / 5051/ 0.28 /
5253/ 0.16 / 5354/ 3.05 / 5462/ 2.31 /
5657/ 0.00 / 5758/ 0.17 / 5859/ 0.04 /
5960/ 0.04 / 6061/ 0.02 / 6162/ 0.05 /
6465/ 1.65 / 6566/ 3.44 / 6667/ 32.56 /
L595/ 1.64 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.01 / 5663ova/ 0.00 / 5663und/ 0.05 /
6364ova/ 0.00 / 6364und/ 2.02 / 6264ova/ 0.00 /
6264und/ 0.62 / 6768ova/ 0.00 / 6768und/ 0.39 /
4950ova/ 0.00 / 4950und/ 0.07 / 5152ova/ 0.00 /
5152und/ 0.11 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.29 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.04 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.02 /
L27/ 0.05 / L28/ 0.00 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.06 / 4344/ 0.05 / 6869/ 0.07 /
4445/ 0.06 / 4546/ 0.06 / 4647/ 0.07 /
4754/ 0.06 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.01 / 5462/ 0.01 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.06 / 6566/ 0.07 / 6667/ 0.14 /
L595/ 0.02 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.04 / 6264ova/ 0.00 /
6264und/ 0.05 / 6768ova/ 0.00 / 6768und/ 0.04 /
4950ova/ 0.00 / 4950und/ 0.00 / 5152ova/ 0.00 /
5152und/ 0.00 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.72 L2/ 101.72/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.27 L11/ 97.27/ 97.27 L12/ 97.27/ 97.27/
L13/ 97.27/ 97.27 L14/ 97.27/ 97.18 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.57 L31/ 97.57/ 94.94 L32/ 94.94/ 94.13/
L33/ 97.52/ 97.12 L34/ 94.13/ 94.11 L35/ 94.11/ 93.04/
L36/ 93.04/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.20/
L38/ 92.20/ 92.19 L39/ 92.19/ 92.19 L41/ 91.99/ 91.59/
4243/ 91.59/ 90.77 4344/ 90.77/ 90.08 6869/ 87.93/ 87.75/
4445/ 90.08/ 89.83 4546/ 89.83/ 89.47 4647/ 89.47/ 89.45/
4754/ 89.45/ 89.27 4849/ 90.59/ 90.41 5051/ 90.33/ 90.07/
5253/ 89.94/ 89.53 5354/ 89.53/ 89.27 5462/ 89.27/ 88.93/
5657/ 99.23/ 99.23 5758/ 99.23/ 92.44 5859/ 92.44/ 91.60/
5960/ 91.60/ 91.16 6061/ 91.16/ 90.70 6162/ 90.50/ 88.93/
6465/ 88.77/ 88.18 6566/ 88.18/ 87.99 6667/ 87.99/ 87.99/
L595/ 88.93/ 88.78 L598/ 90.60/ 90.50 5556ova/ 98.41/ 98.41/
5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75 5663und/ 98.41/ 97.00/
6364ova/ 88.77/ 88.77 6364und/ 95.75/ 88.77 6264ova/ 88.77/ 88.77/
6264und/ 88.78/ 88.77 6768ova/ 87.93/ 87.93 6768und/ 87.99/ 87.93/
4950ova/ 90.33/ 90.33 4950und/ 90.35/ 90.33 5152ova/ 89.94/ 89.94/
5152und/ 89.96/ 89.94
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 11976
Total number of time steps during simulation.... 10677
Ratio of actual # of time steps / NTCYC......... 2.472
Average number of iterations per time step...... 1.122
Average time step size(seconds)................ 2.023
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.011
Average minimum implicit time step (sec)........ 2.698
Average minimum junction time step (sec)........ 2.698
Average Courant Factor Tf....................... 2.698
Number of times omega reduced................... 223
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N1 0 1.15 12273 2 8 0 0 0
N2 0 1.14 12212 5 12 4 0 0
N3 0 1.15 12275 0 8 0 0 0
N4 0 1.15 12257 0 6 0 0 0
N5 0 1.27 13599 1 12 1 0 0
N6 0 1.47 15738 0 8 0 0 0
N7 0 2.11 22516 0 12 6 0 0
N8 0 2.89 30808 88 15 74 0 0
N9 0 2.31 24633 41 15 46 0 0
N10 0 1.14 12194 0 7 0 0 0
N11 0 1.61 17234 0 31 1 1 0
N12 0 2.44 26071 0 13 1 0 0
N13 0 2.76 29472 2 8 0 0 0
N14 0 2.18 23283 4 21 4 0 0
N15 0 1.14 12123 0 7 0 0 0
N24 0 1.16 12333 0 14 1 0 0
N25 0 1.14 12147 0 6 0 0 0
N26 0 1.28 13654 2 13 2 0 0
N27 0 1.15 12273 0 7 0 0 0
N28 0 1.07 11451 0 6 0 0 0
N29 0 1.14 12147 1 13 1 0 0
N30 0 1.15 12307 0 14 1 0 0
N31 0 1.08 11528 0 15 2 0 0
N32 0 1.14 12121 0 7 0 0 0
N33 0 1.13 12118 0 6 0 0 0
N34 0 1.16 12388 1 11 1 0 0
N35 0 1.23 13134 0 7 0 0 0
N36 0 1.13 12059 0 7 0 0 0
N37 0 1.19 12754 3 13 1 0 0
N38 0 1.24 13199 0 19 1 0 0
N39 0 1.14 12123 0 6 0 0 0
N41 0 1.18 12554 0 9 0 0 0
N42 0 1.20 12813 2 18 1 0 0
N43 0 1.16 12404 0 7 0 0 0
N44 0 1.21 12951 0 7 0 0 0
N45 0 1.17 12508 0 6 0 0 0
N69 0 1.26 13492 6 8 0 0 0
N46 0 1.21 12941 0 7 0 0 0
N47 0 1.19 12759 0 6 0 0 0
N48 0 1.20 12826 1 7 0 0 0
N49 0 1.46 15605 0 12 1 0 0
N50 0 1.48 15774 1 7 0 0 0
N51 0 1.66 17701 1 11 2 0 0
N52 0 1.69 18021 0 7 0 0 0
N53 0 1.92 20514 0 8 0 0 0
N54 0 2.01 21510 1 9 0 0 0
N55 0 1.17 12535 6 9 0 0 0
N56 0 1.32 14112 14 12 2 0 0
N57 0 1.09 11650 0 6 0 0 0
N58 0 1.13 12042 0 30 2 1 0
N59 0 1.16 12398 1 9 0 0 0
N60 0 1.18 12638 0 7 0 0 0
N61 0 1.30 13920 0 13 2 0 0
N62 0 2.33 24838 0 9 0 0 0
N63 0 1.38 14692 6 36 38 2 0
N64 0 1.35 14416 1 26 34 2 0
N65 0 1.18 12560 0 7 0 0 0
N66 0 1.25 13345 0 6 0 0 0
N67 0 1.38 14689 1 8 0 0 0
N68 0 1.30 13840 0 6 0 0 0
D1 0 2.03 21687 30 14 1 0 0
N60.7 0 1.24 13286 2 14 3 0 0
Total number of iterations for all junctions.. 931445
Minimum number of possible iterations......... 661974
Efficiency of the simulation.................. 1.41
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 103.6602 0 15 0.0000 6.3398 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.3681 0 15 0.0000 7.6319 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.1323 0 15 0.0000 8.8677 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.4627 0 15 0.0000 9.5373 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.9986 0 15 0.0000 10.0014 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5840 0 15 0.0000 10.4160 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.6001 0 15 0.0000 10.3999 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.6023 0 15 0.0000 10.3977 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.6027 0 15 0.0000 10.3973 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.9000 0 15 0.0000 11.1000 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6411 0 15 0.0000 12.3589 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6435 0 15 0.0000 12.3565 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6442 0 15 0.0000 12.3558 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6450 0 15 0.0000 12.3550 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.9678 0 15 0.0000 15.0322 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.7340 0 16 0.0000 15.2660 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.2538 0 15 0.0000 15.7462 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.9116 0 15 0.0000 16.0884 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.3576 0 16 0.0000 16.6424 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8529 0 15 0.0000 9.1471 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.9584 0 16 0.0000 6.0416 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.9580 0 18 0.0000 4.0420 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.2763 0 19 0.0000 11.7237 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.9049 0 22 0.0000 14.0951 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8979 0 15 0.0000 12.1021 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 95.0071 0 22 0.0000 14.9929 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.9211 0 23 0.0000 15.0789 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6868 0 21 0.0000 16.3132 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.3291 0 17 0.0000 16.6709 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.3137 0 17 0.0000 16.6863 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.2511 0 17 0.0000 16.7489 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.1300 0 18 0.0000 16.8700 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.7390 0 18 0.0000 17.2610 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.7996 0 20 0.0000 18.2004 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.1304 0 28 0.0000 18.8696 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 91.0970 0 28 0.0000 18.9030 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.3623 0 32 0.0000 20.6377 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 91.0636 0 29 0.0000 18.9364 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 91.0467 0 29 0.0000 8.9533 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 91.0459 0 29 0.0000 7.9541 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.4100 91.0441 0 29 0.0000 7.9559 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.3300 91.0418 0 29 0.0000 7.9582 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 91.0416 0 29 0.0000 7.9584 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 91.0405 0 29 0.0000 7.9595 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 91.0405 0 29 0.0000 7.9595 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 91.0404 0 29 0.0000 7.9596 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0299 0 15 0.0000 9.9701 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5490 0 15 0.0000 10.4510 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2564 0 15 0.0000 10.7436 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.6249 0 15 0.0000 6.3751 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.8126 0 15 0.0000 7.1874 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2945 0 15 0.0000 7.7055 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.0440 0 17 0.0000 7.9560 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 91.0399 0 29 0.0000 7.9601 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0683 0 15 0.0000 1.9317 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.7654 0 30 0.0000 9.2346 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.7228 0 31 0.0000 9.2772 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.7010 0 31 0.0000 9.2990 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.6873 0 31 0.0000 9.3127 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.5222 0 32 0.0000 9.4778 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 91.0397 0 29 0.0000 18.9603 1.0000 0.0000 0.0000 0.0000
N60.7 100.0000 91.7000 91.2228 0 17 0.0000 8.7772 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 1.3647 0 15 1.0464 0 15 0.0574 103.6602 102.3681 .4151 .3291
L2 31.3792 2.1255 2000.000 1.3563 0 15 0.9322 0 15 0.0432 102.3682 101.1323 .3291 .3762
L3 21.1637 1.3610 2000.000 1.3444 0 15 0.5966 0 15 0.0635 101.1323 100.4627 .3762 .5014
L4 14.8201 1.0611 2000.000 2.5897 0 15 0.7064 0 15 0.1747 100.4627 99.9986 .5013 .4793
L5 14.1212 0.8828 2000.000 2.5704 0 15 0.7832 0 15 0.1820 99.9986 99.5840 .4793 .3620
L6 107.6004 6.2324 2000.000 2.5763 0 15 0.6247 0 15 0.0239 99.5840 99.6001 .3620 .6351
L7 212.9831 7.4760 2500.000 2.5854 0 15 0.2361 0 15 0.0121 99.6001 99.6023 .5080 .7209
L8 226.7844 7.2108 2500.000 2.9233 0 15 0.1404 0 15 0.0129 99.6023 99.6027 .7209 .8931
L9 5.4768 0.2939 750.0000 2.8780 0 15 0.5256 0 15 0.5255 99.6027 99.4116 .5103 .2688
L10 230.8083 6.4965 2000.000 2.8778 0 15 0.4883 0 16 0.0125 98.9000 97.6411 .1000 .4705
L11 134.5580 5.4498 2000.000 2.9110 0 15 0.3024 0 15 0.0216 97.6411 97.6435 .4705 .7718
L12 167.9513 6.1298 2500.000 2.9370 0 16 0.1986 0 16 0.0175 97.6435 97.6442 .6174 .8577
L13 106.1819 4.1059 2750.000 4.0031 0 15 0.2246 0 15 0.0377 97.6442 97.6450 .7797 .9800
L14 3.7006 0.2681 800.0000 3.9966 0 15 0.8226 0 15 1.0800 97.6450 97.5310 .6313 .5012
L15 41.4767 1.7796 1500.000 3.9952 0 15 0.6456 0 15 0.0963 94.9678 94.7340 .3385 .4693
L24 46.8109 1.7908 2000.000 3.9712 0 16 0.8126 0 16 0.0848 94.7339 94.2538 .3520 .3319
L25 97.5504 2.8656 2500.000 5.1821 0 15 0.7636 0 15 0.0531 94.2538 93.9116 .2655 .4247
L26 39.8090 1.2386 3000.000 5.0156 0 15 1.1448 0 15 0.1260 93.9116 93.3576 .3539 .2059
L27 416.5903 6.9969 3500.000 5.0114 0 16 0.9978 0 11 0.0120 93.3576 93.3137 .1764 .3753
Section 4
L28 142.9406 2.4129 2000.000 1.1698 0 15 0.6994 0 15 0.0082 120.8529 113.9584 .1764 .2292
L29 111.2914 2.2238 2000.000 2.3217 0 17 1.0609 0 17 0.0209 113.9584 105.9580 .2292 .2290
L30 121.4510 2.4983 2000.000 2.9183 0 18 0.7097 0 17 0.0240 105.9580 98.2763 .2290 .3881
L31 81.3908 1.8198 2000.000 3.9531 0 20 0.5700 0 12 0.0486 98.2763 95.9049 .3881 .5524
L32 10.6189 1.0497 1500.000 4.0902 0 22 0.9826 0 25 0.3852 95.9049 95.0071 .7366 .6247
L33 13.2107 0.8025 900.0000 0.5195 0 15 0.3982 0 15 0.0393 97.8979 97.3393 .4310 .2437
L34 27.1462 0.7567 2000.000 4.2837 0 22 0.3730 0 21 0.1578 95.0071 94.9211 .4685 .4756
L35 151.1332 2.3985 2800.000 4.2816 0 22 0.7723 0 22 0.0283 94.9211 93.6868 .3397 .2524
L36 604.2278 7.2058 3400.000 4.4456 0 21 1.4608 0 10 0.0074 93.6868 93.3291 .2079 .2997
W2637 41.0450 1.2356 2000.000 0.1481 0 15 0.2710 0 15 0.0036 93.9116 93.7062 .0958 .0431
L37 268.7941 4.1638 3600.000 4.5792 0 20 0.6231 0 30 0.0170 93.3291 93.3137 .2831 .3649
L38 20.3679 0.8611 2000.000 9.2084 0 17 0.9214 0 15 0.4521 93.3137 93.2511 .6569 .6356
L39 220.6626 2.1612 4000.000 -9.1685 0 17 -0.8565 0 15 -0.0416 93.2511 93.1300 .2678 .2875
L41 24.3580 0.8853 2000.000 9.0878 0 18 0.7019 0 17 0.3731 93.1300 92.7390 .6250 .6295
4243 57.3946 1.4914 2000.000 9.4655 0 19 0.7316 0 18 0.1649 92.7390 91.7996 .6295 .5748
4344 63.4676 1.7564 2000.000 9.4312 0 20 0.8746 0 19 0.1486 91.7996 91.1304 .5748 .5652
6869 43.1813 0.6276 2800.000 8.7097 0 32 0.5344 0 37 0.2017 89.5222 89.3623 .6008 .6008
4445 86.8567 1.9041 2500.000 9.1648 0 20 0.6776 0 19 0.1055 91.1304 91.0970 .4522 .5588
4546 96.3889 3.0307 2500.000 8.9164 0 20 1.0670 0 17 0.0925 91.0970 91.0636 .5588 .6894
4647 19.5453 0.7456 2500.000 8.4259 0 21 1.1225 0 16 0.4311 91.0636 91.0467 .6894 .6907
4754 69.8137 1.6227 2500.000 7.7521 0 21 0.7798 0 16 0.1110 91.0467 91.0404 .6907 .7442
4849 68.7768 2.2981 2000.000 1.6831 0 15 0.9934 0 15 0.0245 91.0459 91.0441 .2330 .3171
5051 53.2734 2.2916 2000.000 2.3613 0 15 1.0691 0 15 0.0443 91.0418 91.0416 .3559 .4858
5253 101.3181 4.3724 2000.000 2.5601 0 15 1.8056 0 13 0.0253 91.0405 91.0405 .5553 .7552
5354 215.9379 3.0206 2500.000 1.9943 0 12 0.4700 0 8 0.0092 91.0405 91.0404 .6042 .7122
5462 217.9611 2.6925 2500.000 8.0963 0 28 0.2736 2 10 0.0371 91.0404 91.0399 .7122 .8480
5657 69.9273 5.9238 400.0000 0.2712 0 15 0.5293 0 15 0.0039 99.5490 99.2564 .0475 .0659
5758 51.4571 6.0705 500.0000 0.2607 0 15 0.1802 0 15 0.0051 99.2564 92.6249 .0528 .3697
5859 18.9395 2.2745 1000.000 0.6906 0 15 0.9006 0 16 0.0365 92.6249 91.8126 .1849 .2126
5960 27.1929 2.5298 1000.000 0.8271 0 15 0.8150 0 15 0.0304 91.8126 91.2945 .2126 .1345
6061 54.8120 3.2856 1000.000 0.8250 0 15 0.3678 0 3 0.0151 91.2945 91.2228 .1345 .5228
6162 84.2671 4.7255 2000.000 0.9380 0 15 1.4479 0 7 0.0111 91.0440 91.0399 .2720 1.059 *
6465 90.4168 2.4565 2400.000 8.7335 0 28 0.9634 0 5 0.0966 89.7654 89.7228 .4731 .6845
6566 57.6108 1.7304 2400.000 8.6686 0 29 0.7745 0 10 0.1505 89.7228 89.7010 .6845 .8004
6667 54.3218 0.8545 2400.000 8.7949 0 30 0.3453 0 6 0.1619 89.7010 89.6873 .8004 .8655
L595 217.9611 2.6925 2500.000 8.3139 0 29 0.1915 0 0 0.0381 91.0399 91.0397 .8480 .9159
L598 1.4897 2.7588 450.0000 0.7711 0 16 1.3848 0 16 0.5176 91.2228 91.0440 1.383 1.208
5556ova 8.0165 3.7039 500.0000 0.4232 0 15 1.5388 0 15 0.0528 100.0299 99.5797 .3598 .3594
5556unda 0.2730 2.4721 375.0000 0.2263 0 15 2.0241 0 15 0.8288 100.0299 99.5490 2.959 2.877
5663ova 7.0634 3.0050 500.0000 0.3827 0 15 1.2068 0 15 0.0542 99.5490 98.1483 .2980 .2966
5663und 0.2114 1.9145 375.0000 0.2359 0 15 2.1610 0 15 1.1156 99.5490 97.3427 3.064 .9139
6364ova 109.2892 6.1392 1800.000 0.5077 0 15 0.8051 0 15 0.0046 97.0683 89.9595 .0380 .0330
6364und 0.6735 4.2350 450.0000 0.6279 0 8 3.9167 0 8 0.9323 97.0683 89.7654 2.929 2.523
6264ova 48.9163 1.4846 800.0000 1.5942 0 29 0.6844 0 29 0.0326 91.0397 90.9816 .1996 .1519
6264und 3.2349 3.4667 1090.000 3.3297 0 29 3.5258 0 27 1.0293 91.0397 89.7654 2.100 1.041
6768ova 22.4678 1.2234 600.0000 6.2447 0 31 1.1018 0 31 0.2779 89.6873 89.6236 .4788 .4060
6768und 3.2349 3.4667 1090.000 2.0444 0 20 2.1497 0 20 0.6320 89.6873 89.5222 1.584 1.543
4950ova 6.3533 1.3791 500.0000 0.0007 0 29 0.0213 0 29 0.0001 91.0441 91.0418 .0083 .0435
4950und 2.1890 1.6215 450.0000 0.8401 0 15 0.7756 0 15 0.3838 91.0441 91.0418 1.542 1.581
5152ova 3.7458 0.7009 500.0000 0.0011 0 29 0.0327 0 29 0.0003 91.0416 91.0405 .0233 .0311
5152und 6.8731 2.7770 825.0000 1.1820 0 15 1.0370 0 15 0.1720 91.0416 91.0405 1.311 1.346
FREE # 1 Undefnd Undefnd Undefn 8.7097 0 32
*==================================================*
| 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 0.3061 1.3083 0.7734
L2 0.0000 360.0000 0.0000 0.0000 0.3246 1.4559 0.6563
L3 0.0000 360.0000 0.0000 0.0000 0.4044 2.2575 0.5227
L4 0.0000 360.0000 0.0000 0.0000 0.4934 3.6690 0.6907
L5 0.0000 360.0000 0.0000 0.0000 0.4597 3.2824 0.6585
L6 0.0000 360.0000 0.0000 0.0000 0.4510 4.1277 0.6225
L7 0.0000 360.0000 0.0000 0.0000 0.7491 10.9623 0.3621
L8 0.0000 360.0000 0.0000 0.0000 1.0203 20.8408 0.2827
L9 0.0000 0.0000 0.0000 360.0000 0.1992 5.4758 0.1535
L10 0.0000 360.0000 0.0000 0.0000 0.3985 5.8980 0.2783
L11 0.0000 360.0000 0.0000 0.0000 0.6058 9.6509 0.3749
L12 0.0000 360.0000 0.0000 0.0000 0.8975 14.8209 0.3655
L13 0.0000 360.0000 0.0000 0.0000 0.8748 17.8378 0.5431
L14 0.0000 0.0000 0.0000 360.0000 0.2573 4.8586 0.3726
L15 0.0000 360.0000 0.0000 0.0000 0.4270 6.2045 0.3900
L24 0.0000 360.0000 0.0000 0.0000 0.3847 4.8937 0.5538
L25 0.0000 360.0000 0.0000 0.0000 0.5429 6.7987 0.6576
L26 0.0000 360.0000 0.0000 0.0000 0.5191 4.3818 0.9609
L27 0.0000 360.0000 0.0000 0.0000 0.4891 5.4987 0.8902
L28 0.0000 360.0000 0.0000 0.0000 0.2366 1.6751 0.2833
L29 0.0000 360.0000 0.0000 0.0000 0.3238 2.1893 0.4809
L30 0.0000 360.0000 0.0000 0.0000 0.3286 4.1506 0.4349
L31 0.0000 360.0000 0.0000 0.0000 0.3903 8.1927 0.4710
L32 0.0000 360.0000 0.0000 0.0000 0.4740 4.1635 1.0030
L33 0.0000 0.0000 0.0000 360.0000 0.1292 1.3049 0.1201
L34 0.0000 360.0000 0.0000 0.0000 0.5405 11.4888 0.3520
L35 0.0000 360.0000 0.0000 0.0000 0.2635 5.5441 0.6402
L36 0.0000 360.0000 0.0000 0.0000 0.2889 6.3642 0.7642
W2637 348.5556 0.0000 0.0000 11.4444 0.0846 0.5467 0.0376
L37 0.0000 360.0000 0.0000 0.0000 0.6213 8.9924 0.6303
L38 0.0000 360.0000 0.0000 0.0000 0.6305 10.2131 1.1678
L39 0.0000 108.7917 251.2083 0.0000 0.6760 10.8346 0.9405
L41 0.0000 360.0000 0.0000 0.0000 0.7947 12.9869 0.8774
4243 0.0000 360.0000 0.0000 0.0000 0.4883 12.9664 0.8775
4344 1.1250 358.8750 0.0000 0.0000 0.4741 10.9238 0.9342
6869 5.5833 354.4167 0.0000 0.0000 0.8485 17.2836 0.8477
4445 0.2083 359.7917 0.0000 0.0000 0.8490 16.8173 0.7320
4546 0.2083 359.7917 0.0000 0.0000 0.7975 13.7339 1.2354
4647 0.7500 359.2500 0.0000 0.0000 0.9600 13.6607 1.2605
4754 0.2083 359.7917 0.0000 0.0000 0.9886 23.5860 0.7708
4849 0.2083 32.6681 0.0000 327.1236 0.3194 3.2681 0.3622
5051 0.2083 50.9375 0.0000 308.8542 0.6447 6.5896 0.3444
5253 0.2083 359.7917 0.0000 0.0000 0.7419 10.1804 0.5746
5354 0.2083 357.4167 0.0000 2.3750 1.2658 41.9577 0.1110
5462 2.5417 357.4583 0.0000 0.0000 1.3492 54.0620 0.2917
5657 348.6167 11.3833 0.0000 0.0000 0.0172 0.5145 0.0119
5758 284.2500 75.7500 0.0000 0.0000 0.0885 1.4522 0.0189
5859 0.2083 359.7917 0.0000 0.0000 0.1499 0.7682 0.1786
5960 0.2083 359.7917 0.0000 0.0000 0.1175 1.0150 0.1414
6061 0.2083 43.6667 0.0000 316.1250 0.2078 3.6271 0.0764
6162 0.2083 359.7917 0.0000 0.0000 0.6046 8.3694 0.5708
6465 0.2083 359.7917 0.0000 0.0000 0.6611 11.3900 1.0701
6566 0.2083 359.7917 0.0000 0.0000 0.9185 19.3507 0.7995
6667 0.2083 359.7917 0.0000 0.0000 1.0881 44.7435 0.3934
L595 0.7917 359.2083 0.0000 0.0000 1.3822 65.2606 0.2806
L598 1.3333 358.6667 0.0000 0.0000 0.2310 0.5920 0.8070
5556ova 338.3000 11.1583 0.0000 10.5417 0.0797 0.2763 0.2755
5556unda 0.2083 34.7167 0.0000 325.0750 0.1126 0.1135 2.2152
5663ova 335.5214 0.0000 0.0000 24.4786 0.0801 0.3173 0.1793
5663und 0.2083 0.0000 0.0000 359.7917 0.1117 0.1092 1.6116
6364ova 342.7750 0.0000 0.0000 17.2250 0.0634 0.6307 0.0514
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1639 4.4915
6264ova 341.7667 0.0000 0.0000 18.2333 0.0910 2.3324 0.0961
6264und 1.2500 358.7500 0.0000 0.0000 0.3307 0.9452 6.0312
6768ova 315.2583 0.0000 0.0000 44.7417 0.1817 5.6688 0.2924
6768und 5.5417 354.4583 0.0000 0.0000 0.3315 0.9577 2.9999
4950ova 357.0167 2.9833 0.0000 0.0000 0.0098 0.0311 0.0003
4950und 0.9583 359.0417 0.0000 0.0000 0.3163 1.4786 0.2784
5152ova 354.9167 5.0833 0.0000 0.0000 0.0111 0.0337 0.0004
5152und 0.9583 359.0417 0.0000 0.0000 0.4904 2.7093 0.3901
*===========================================*
| 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 0.0680 1469.4131 0.0014 1.0000 0.3059 0.0715 0.1358 12.4374
L2 0.0681 1471.9659 0.0015 1.0000 0.2605 0.0711 0.1582 12.4374
L3 0.0682 1473.0298 0.0016 1.0000 0.1671 0.0885 0.2437 12.4374
L4 0.1285 2776.1556 0.0027 1.0000 0.0835 0.1269 0.4618 12.4374
L5 0.1288 2781.3662 0.0033 1.0000 0.0463 0.2264 0.9193 12.4374
L6 0.1289 2783.3250 0.0049 1.0000 0.0248 0.3283 2.2713 2.9158
L7 0.1289 2784.3200 0.0071 1.0000 0.0064 0.6072 7.4598 2.9023
L8 0.1448 3127.6676 0.0090 1.0000 0.0030 0.8577 15.6183 2.9021
L9 0.1450 3131.9336 0.0029 1.0000 0.2419 0.0414 0.7370 6.2187
L10 0.1451 3134.1771 0.0029 1.0000 0.0512 0.2514 3.5381 6.4329
L11 0.1447 3125.9263 0.0049 1.0000 0.0094 0.4868 6.5635 2.9070
L12 0.1438 3105.9519 0.0060 1.0000 0.0045 0.7775 11.4025 2.9047
L13 0.1974 4264.0332 0.0083 1.0000 0.0043 0.8544 13.7725 2.9074
L14 0.1970 4254.5626 0.0040 1.0000 0.2467 0.1054 0.6437 6.2187
L15 0.1974 4262.8288 0.0036 1.0000 0.1037 0.1091 1.1381 8.3167
L24 0.1974 4264.0279 0.0040 1.0000 0.2308 0.0775 0.5888 8.2916
L25 0.2589 5592.2738 0.0052 1.0000 0.1700 0.1095 0.8973 8.3214
L26 0.2579 5570.4024 0.0049 1.0000 0.2454 0.1156 0.6117 8.2916
L27 0.2585 5583.8262 0.0050 1.0000 0.1314 0.1460 0.9962 4.1458
L28 0.0796 1719.0796 0.0013 1.0000 0.3485 0.0572 0.2481 8.2916
L29 0.1490 3218.6359 0.0023 1.0000 0.2746 0.0776 0.3914 8.2916
L30 0.2533 5471.7794 0.0029 1.0000 0.2320 0.1308 0.9062 8.2916
L31 0.3587 7747.6730 0.0043 1.0000 0.1495 0.1541 1.4761 8.2916
L32 0.3875 8369.4031 0.0040 1.0000 0.2661 0.1765 0.8547 10.3645
L33 0.0220 475.8032 0.0006 1.0000 0.3640 0.0237 0.1063 12.4374
L34 0.4115 8887.3595 0.0042 1.0000 0.0629 0.2135 3.1050 10.3645
L35 0.4129 8919.4730 0.0042 1.0000 0.3180 0.1306 1.0520 10.3645
L36 0.4334 9360.7500 0.0045 1.0000 0.5753 0.1052 0.8114 3.7312
W2637 0.0018 38.3767 0.0001 0.0499 0.0177 0.0021 0.0121 0.1000
L37 0.4372 9443.1789 0.0046 1.0000 0.1715 0.1821 1.5533 3.7312
L38 0.6979 15074.462 0.0092 1.0000 0.1501 0.2186 1.7654 3.7312
L39 -0.6991 -15101.39 0.0090 1.0000 0.0000 0.2006 2.1072 8.2916
L41 0.7048 15223.552 0.0090 1.0000 0.1526 0.2190 2.4306 8.2916
4243 0.7508 16217.581 0.0091 0.9993 0.2222 0.1753 2.0408 5.3642
4344 0.7593 16401.745 0.0088 0.9970 0.2627 0.1688 2.0280 0.0733
6869 1.1663 25192.097 0.0103 0.9873 0.1243 0.3455 4.3568 0.1492
4445 0.7778 16801.403 0.0084 0.9993 0.1320 0.2386 3.7013 4.6936
4546 0.7954 17181.054 0.0078 0.9993 0.3212 0.2370 2.4761 3.3527
4647 0.7966 17207.168 0.0075 0.9981 0.1309 0.3013 2.9129 0.9792
4754 0.8101 17497.853 0.0075 0.9993 0.2596 0.2658 4.3892 3.3526
4849 0.0901 1945.1088 0.0020 0.9993 0.5597 0.0634 0.4735 3.3526
5051 0.1210 2612.6280 0.0030 0.9993 0.8203 0.1185 1.0745 3.3526
5253 0.1306 2820.4740 0.0040 0.9993 0.5710 0.1576 1.6986 2.0117
5354 0.1317 2843.6777 0.0072 0.9993 0.0614 0.2727 8.1590 3.2234
5462 0.9426 20360.412 0.0153 0.9940 0.2134 0.3424 11.4674 0.0806
5657 0.0038 81.4617 0.0002 0.0478 0.0508 0.0005 0.0142 0.0200
5758 0.0038 81.9284 0.0002 0.3507 0.0123 0.0095 0.1504 0.0350
5859 0.0290 627.2118 0.0008 0.9993 0.3650 0.0213 0.0873 4.0231
5960 0.0359 774.4285 0.0009 0.9993 0.3346 0.0170 0.1061 3.3526
6061 0.0359 776.1197 0.0009 0.9993 0.7612 0.0272 0.3618 3.2234
6162 0.0484 1046.3348 0.0014 0.9993 0.1662 0.1394 1.6244 3.3527
6465 1.0943 23637.586 0.0086 0.9993 0.3208 0.2464 2.9377 3.3526
6566 1.0943 23637.272 0.0085 0.9993 0.1718 0.3430 5.2966 3.8681
6667 1.1624 25108.286 0.0087 0.9993 0.0439 0.4465 13.2893 5.3642
L595 0.9897 21378.059 0.0384 0.9979 0.1129 0.4079 14.8733 2.5566
L598 0.0360 778.3868 0.0009 0.9968 0.2894 0.0528 0.1212 0.3653
5556ova 0.0112 241.3191 0.0004 0.0998 0.1005 0.0059 0.0137 0.0201
5556unda 0.0209 450.3658 0.0004 0.9993 1.4644 0.0303 0.0203 0.9387
5663ova 0.0152 328.3734 0.0004 0.1158 0.1060 0.0066 0.0233 0.0201
5663und 0.0246 531.7324 0.0003 0.9993 1.2178 0.0355 0.0227 0.9387
6364ova 0.0117 252.8151 0.0005 0.0768 0.0920 0.0028 0.0278 0.0500
6364und 0.0508 1097.2786 0.0010 0.9993 1.0905 0.0609 0.0586 0.9387
6264ova 0.0419 905.7024 0.0012 0.1037 0.0629 0.0064 0.1435 0.0200
6264und 0.9477 20471.243 0.0036 0.9969 0.6117 0.1676 0.3596 0.3653
6768ova 0.3744 8087.8457 0.0046 0.2361 0.1615 0.0290 0.7882 0.0200
6768und 0.7911 17087.109 0.0029 0.9873 0.5946 0.1664 0.4002 0.0140
4950ova 0.0000 0.0666 0.0000 0.0170 0.0012 0.0002 0.0007 0.0214
4950und 0.0902 1948.7409 0.0012 0.9975 1.3499 0.0605 0.3008 0.2216
5152ova 0.0000 0.1963 0.0000 0.0288 0.0026 0.0002 0.0007 0.0211
5152und 0.1211 2614.8086 0.0021 0.9975 0.7530 0.0962 0.5494 0.2216
FREE # 1 1.1664 25194.917
*===============================================================*
| 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 1.3497 0.0000 1.2401 0.6057 0.7703 103.6583 102.3644 Max Flow
L2 1.3376 0.0000 0.9645 0.5288 0.6541 102.3648 101.1269 Max Flow
L3 1.3185 0.0000 0.4217 0.5250 0.7460 101.1270 100.4585 Max Flow
L4 2.5538 0.0000 0.4602 0.6143 0.9934 100.4586 99.9904 Max Flow
L5 2.5162 0.0000 0.3837 0.5314 0.9978 99.9909 99.5813 Max Flow
L6 2.5065 0.0000 0.0164 0.6104 0.5200 99.5813 99.5964 Max Flow
L7 2.4814 0.0000 0.0010 0.5602 0.4683 99.5968 99.5986 Max Flow
L8 2.8394 0.0000 0.0002 0.5671 0.4865 99.5986 99.5991 Max Flow
L9 2.7991 0.0000 0.1694 0.1995 0.5695 99.5991 99.4095 Max Flow
L10 2.7944 0.0000 0.0505 0.2346 0.1939 98.8967 97.6392 Max Flow
L11 2.7740 0.0000 0.0039 0.5229 0.4803 97.6392 97.6416 Max Flow
L12 2.7501 0.0000 0.0009 0.6015 0.5347 97.6416 97.6423 Max Flow
L13 3.9491 0.0000 0.0016 0.8446 0.7779 97.6425 97.6428 Max Flow
L14 3.9042 0.0000 0.0882 0.4005 0.6663 97.6430 97.5305 Max Flow
L15 3.8819 0.0000 0.2227 0.3097 0.4997 94.9605 94.7213 Max Flow
L24 3.8137 0.0000 0.4640 0.4778 0.6820 94.7214 94.2483 Max Flow
L25 5.0923 0.0000 0.2427 0.5020 0.6570 94.2488 93.9004 Max Flow
L26 4.8721 0.0000 0.4706 0.6154 1.1956 93.9004 93.3460 Max Flow
L27 4.8328 0.0000 0.0983 0.6399 0.6036 93.3465 93.2442 Max Flow
L28 1.1194 0.0000 4.5354 0.2532 0.3439 120.8454 113.9477 Max Flow
L29 2.1302 0.0000 7.9471 0.3201 0.4322 113.9479 105.9177 Max Flow
L30 2.8605 0.0000 3.1820 0.3371 0.4518 105.9529 98.2763 Max Flow
L31 3.9531 0.0000 0.8016 0.5148 0.7810 98.2763 95.8957 Max Flow
L32 4.0599 0.0000 0.8580 0.7405 1.0575 95.9008 95.0051 Max Flow
L33 0.5145 0.0000 0.5398 0.2185 0.3498 97.8975 97.3384 Max Flow
L34 4.2526 0.0000 0.0863 0.4058 0.9117 95.0043 94.9184 Max Flow
L35 4.2572 0.0000 1.1863 0.7284 0.8577 94.9201 93.6857 Max Flow
L36 4.4259 0.0000 0.1099 0.7059 0.7034 93.6864 93.3007 Max Flow
W2637 0.1261 0.0000 0.1901 0.0825 0.1590 93.9004 93.7025 Max Flow
L37 4.5752 0.0000 0.0300 0.6041 0.7223 93.3010 93.2825 Max Flow
L38 8.4209 0.0000 0.0552 0.8906 1.5142 93.2828 93.2234 Max Flow
L39 -0.0166 0.0000 -0.0078 0.0051 0.0161 92.1851 92.1929 Max Flow
L41 8.6763 0.0000 0.3789 0.6894 1.2240 93.1080 92.7320 Max Flow
4243 9.3850 0.0000 0.9156 0.8175 1.2224 92.7322 91.7996 Max Flow
4344 9.3619 0.0000 0.7913 0.7938 1.1068 91.7996 90.9831 Max Flow
6869 8.5560 0.0000 0.1595 0.7382 1.6583 89.4977 89.3383 Max Flow
4445 9.0587 0.0000 0.1143 0.5724 0.8634 90.9827 90.8792 Max Flow
4546 8.8306 0.0000 0.1941 0.9392 1.1481 90.8787 90.7099 Max Flow
4647 8.2825 0.0000 0.0639 0.7996 1.7333 90.7085 90.6420 Max Flow
4754 7.5689 0.0000 0.0299 0.7001 1.0181 90.6405 90.6174 Max Flow
4849 1.6666 0.0000 0.2352 0.3117 0.3957 90.9912 90.7247 Max Flow
5051 2.3195 0.0000 0.2847 0.2379 0.3291 90.6685 90.3697 Max Flow
5253 2.5086 0.0000 0.2858 0.3562 0.3341 90.2653 89.9253 Max Flow
5354 1.7016 0.0000 0.0057 0.1151 0.1875 89.9259 89.9264 Max Flow
5462 8.0524 0.0000 0.0013 0.2880 0.4073 91.0403 91.0395 Max Flow
5657 0.2630 0.0000 0.1537 0.0241 0.0181 99.5488 99.2556 Max Flow
5758 0.2443 0.0000 0.0489 0.0342 0.0244 99.2556 92.6191 Max Flow
5859 0.6511 0.0000 0.6366 0.1602 0.1783 92.6191 91.8095 Max Flow
5960 0.7921 0.0000 0.4915 0.1533 0.1776 91.8095 91.2914 Max Flow
6061 0.7782 0.0000 0.0171 0.1230 0.1303 91.2914 91.1503 Max Flow
6162 0.9179 0.0000 0.1229 0.5160 0.5200 91.0214 89.9232 Max Flow
6465 8.7012 0.0000 0.0814 0.9375 1.0271 89.7650 89.7208 Max Flow
6566 8.6628 0.0000 0.0285 0.9928 1.2280 89.7209 89.6980 Max Flow
6667 8.7945 0.0000 0.0148 0.7755 1.2923 89.6980 89.6837 Max Flow
L595 8.1882 0.0000 0.0004 0.2910 0.4125 91.0396 91.0394 Max Flow
L598 0.6897 0.1143 0.0188 0.3230 0.2115 91.1503 91.0214 Max Flow
5556ova 0.4162 0.0000 0.4465 0.2188 0.1784 100.0290 99.5784 Max Flow
5556unda 0.2260 0.1788 0.3010 0.3380 0.2604 100.0290 99.5488 Max Flow
5663ova 0.3801 0.0000 1.3954 0.1671 0.1479 99.5488 98.1479 Max Flow
5663und 0.2358 0.6033 1.6052 0.3427 0.3750 99.5488 97.3427 Max Flow
6364ova 0.4986 0.0000 7.0371 0.0605 0.0584 97.0680 89.9584 Max Flow
6364und 0.6274 1.5681 6.0747 1.2884 0.3440 97.0384 89.3943 Max Flow
6264ova 1.5916 0.0000 0.0458 0.1215 0.1711 91.0394 90.9815 Max Flow
6264und 3.3287 1.1504 0.1239 0.9894 0.9261 91.0394 89.7650 Max Flow
6768ova 6.0383 0.0000 0.0468 0.2398 0.3210 89.6838 89.6197 Max Flow
6768und 2.0298 0.3896 0.0457 0.8042 0.6260 89.4323 89.0122 Max Flow
4950ova 0.0006 0.0000 0.0005 0.0006 0.0013 91.0438 91.0414 Max Flow
4950und 0.8237 0.0487 0.0027 0.1973 0.1871 90.7247 90.6685 Max Flow
5152ova 0.0011 0.0000 0.0012 0.0010 0.0047 91.0411 91.0401 Max Flow
5152und 1.1493 0.0862 0.0045 0.2462 0.2023 90.3698 90.2651 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 150.0000 210.0000 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 275.0000 0.0000 85.0000 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 275.0000 0.0000 85.0000 0.0000 0.0000 0.0000 0.0000 None
L14 25.0000 335.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L15 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L24 230.0000 130.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 320.0000 10.0000 0.0000 0.0000 0.0000 30.0000 0.0000 None
L28 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L29 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L30 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L31 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L32 20.0000 340.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 325.0000 35.0000 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 175.0000 185.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 0.0000 305.0000 30.0000 0.0000 0.0000 0.0000 25.0000 0.0000 None
W2637 5.0000 5.0000 350.0000 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 145.0000 215.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 230.0000 130.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5051 255.0000 105.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5253 25.0000 320.0000 15.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5354 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5462 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5657 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5758 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5859 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5960 30.0000 330.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6061 290.0000 70.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 5.0000 335.0000 5.0000 0.0000 15.0000 0.0000 0.0000 0.0000 None
6465 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L598 0.0000 0.0000 300.0000 55.0000 0.0000 0.0000 5.0000 0.0000 None
5556ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556unda 0.0000 0.0000 335.0000 0.0000 0.0000 25.0000 0.0000 0.0000 None
5663ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5663und 0.0000 0.0000 335.0000 0.0000 0.0000 0.0000 25.0000 0.0000 None
6364ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6364und 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264ova 0.0000 20.0000 340.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 0.0000 115.0000 0.0000 0.0000 245.0000 0.0000 None
6768ova 10.0000 35.0000 315.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 80.0000 100.0000 0.0000 40.0000 140.0000 0.0000 None
4950ova 0.0000 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950und 0.0000 325.0000 0.0000 15.0000 15.0000 5.0000 0.0000 0.0000 None
5152ova 0.0000 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5152und 0.0000 0.0000 245.0000 90.0000 0.0000 20.0000 5.0000 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 0.1667 1.2500 1.0417 0.0000
L2 357.4583 357.4583 0.0000 0.0000
L3 358.8750 358.8750 0.0000 0.0000
L4 323.5750 323.5750 0.0000 0.0000
L5 0.0500 333.7000 0.0000 0.0000
L6 0.0000 346.0625 0.0000 0.0000
L7 0.0000 334.0000 0.0000 0.0000
L8 0.0000 339.7083 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 358.9583 0.0000 0.0000
L12 0.0000 351.7361 0.0000 0.0000
L13 0.0000 360.0000 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.7917 358.9583 0.0000 0.0000
L24 8.1667 9.2222 0.0000 0.0000
L25 357.5417 357.5417 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 349.2458 359.9583 0.0000 0.0000
L28 130.4167 131.5417 0.0000 0.0000
L29 340.6667 340.6667 0.0000 0.0000
L30 358.9167 358.9167 0.0000 0.0000
L31 358.8333 358.8333 0.0000 0.0000
L32 22.5000 22.5000 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.0417 354.4167 0.0000 0.0000
L35 3.9583 3.9583 0.0000 0.0000
L36 49.7569 49.8681 0.1667 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 317.6944 359.0000 0.0000 0.0000
L38 0.0417 3.2083 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 21.7319 37.3958 0.0000 0.0000
4243 247.3750 247.3750 0.1250 0.0000
4344 28.8125 28.9583 0.1250 0.0000
6869 5.3127 7.2609 0.0000 0.0000
4445 301.3472 358.1250 0.0000 0.0000
4546 7.5833 42.9583 0.0000 0.0000
4647 0.0000 7.5417 0.0000 0.0000
4754 2.7708 52.0764 0.0000 0.0000
4849 4.8167 29.2208 0.0000 0.0000
5051 5.5208 39.0417 0.0000 0.0000
5253 10.8889 51.9028 12.4444 0.0000
5354 297.8542 351.5556 0.1250 0.0000
5462 295.1250 357.4583 0.0000 0.0000
5657 348.0000 348.0000 6.9861 0.0000
5758 349.9167 349.9167 0.0000 0.0000
5859 358.4583 358.4583 0.0000 0.0000
5960 310.5833 310.5833 0.0000 0.0000
6061 42.4583 42.4583 0.0000 0.0000
6162 331.9167 352.3611 3.4583 0.0000
6465 197.4012 245.7083 0.4167 0.0000
6566 7.1980 358.7083 0.0000 0.0000
6667 0.0000 351.7500 0.0000 0.0000
L595 232.0833 358.2917 0.0000 0.0000
L598 291.2083 339.7722 1.1667 0.0000
5556ova 341.7986 342.2597 15.5056 0.0000
5556unda 1.7333 6.1333 332.9333 0.0000
5663ova 0.3708 0.3708 0.4583 0.0000
5663und 0.0000 0.0000 332.5667 0.0000
6364ova 0.0000 0.0000 351.5917 0.0000
6364und 305.4097 306.7708 6.7083 0.0000
6264ova 0.0000 0.0000 318.6833 0.0000
6264und 0.4167 296.1667 1.0833 0.0000
6768ova 0.0000 0.0000 295.8333 0.0000
6768und 0.0000 281.1944 0.8214 0.0000
4950ova 331.9667 331.9667 0.0000 0.0000
4950und 0.0417 322.6083 0.0417 0.0000
5152ova 328.2833 332.7333 0.0000 0.0000
5152und 131.1250 324.9514 0.1250 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
L1 0.3950 1.1199 0.3801 0.0346 1.3147 0.0153 0.0876 1.1740 0.0403 0.9195 12.3274 0.4234 0.7596
L2 0.0000 0.9340 0.0235 0.0000 1.3563 0.0000 0.0000 1.4521 0.0000 0.0000 15.9729 0.0003 0.7027
L3 0.0000 0.5959 0.0000 0.0000 1.3444 0.0000 0.0000 2.2563 0.0000 0.0000 36.1002 0.0000 0.8745
L4 0.2472 0.7343 0.2677 0.0156 2.5335 0.0407 0.0630 3.4502 0.1520 1.0085 55.2033 2.4322 0.9823
L5 0.0000 0.7841 0.0000 0.0000 2.5704 0.0000 0.0000 3.2781 0.0000 0.0000 32.7815 0.0000 0.8591
L6 0.1573 0.7445 0.2318 0.0875 2.4143 0.0745 0.5563 3.2429 0.3214 5.6746 33.0771 3.2787 1.0106
L7 0.0272 0.2454 0.0563 0.0045 2.5612 0.0198 0.1637 10.4379 0.3519 1.7184 109.5978 3.6946 1.5304
L8 0.0110 0.1413 0.0220 0.0009 2.9204 0.0020 0.0866 20.6628 0.0905 0.8659 206.6282 0.9053 2.0030
L9 0.3961 0.6610 0.6326 1.1040 1.7002 0.0738 2.7868 2.5719 0.1166 27.8684 25.7193 1.1665 0.3028
L10 0.2665 0.5759 0.2695 0.1801 2.4286 0.2691 0.6759 4.2166 0.9987 6.7587 42.1665 9.9868 0.5856
L11 0.0547 0.3486 0.1097 0.0434 2.7681 0.0995 0.7942 7.9399 0.9077 13.1043 131.0087 14.9763 1.2471
L12 0.0272 0.2118 0.0553 0.0170 2.8901 0.0300 0.6236 13.6457 0.5421 10.2899 225.1535 8.9450 1.8368
L13 0.0303 0.2560 0.0619 0.0415 3.8820 0.0796 1.3729 15.1664 1.2858 24.0256 265.4122 22.5023 2.4362
L14 0.0000 0.4625 0.8565 0.0000 0.1930 3.8036 0.0000 0.4172 4.4408 0.0000 4.1716 44.4076 0.4212
L15 0.3718 0.8259 0.3394 0.4854 3.1358 0.3740 1.3056 3.7969 1.1017 16.9727 49.3602 14.3221 0.5991
L24 0.1549 0.8169 0.0000 0.0055 3.9657 0.0000 0.0352 4.8544 0.0000 0.7037 97.0875 0.0000 0.6844
L25 0.3710 0.8685 0.3272 0.2162 4.7079 0.2580 0.5827 5.4210 0.7885 9.3229 86.7356 12.6153 0.8512
L26 0.0000 1.1471 0.0000 0.0000 5.0156 0.0000 0.0000 4.3726 0.0000 0.0000 65.5896 0.0000 0.8793
L27 0.0000 0.9919 0.1406 0.0000 4.9394 0.0720 0.0000 4.9800 0.5120 0.0000 72.2095 7.4244 0.9900
L28 0.0000 0.7064 0.0000 0.0000 1.1698 0.0000 0.0000 1.6560 0.0000 0.0000 221.9100 0.0000 0.4089
L29 0.0000 1.0632 0.0000 0.0000 2.3217 0.0000 0.0000 2.1837 0.0000 0.0000 345.0224 0.0000 0.4536
L30 0.0000 0.7083 0.0000 0.0000 2.9183 0.0000 0.0000 4.1204 0.0000 0.0000 618.0637 0.0000 0.6528
L31 0.0000 0.4836 0.0000 0.0000 3.9531 0.0000 0.0000 8.1748 0.0000 0.0000 727.5552 0.0000 0.9526
L32 0.3361 1.0208 0.3230 0.0532 4.0147 0.0222 0.1584 3.9330 0.0687 3.3270 82.5931 1.4417 1.0344
L33 0.1641 0.4532 0.1639 0.0295 0.4804 0.0096 0.1798 1.0599 0.0589 1.7981 10.5994 0.5886 0.3320
L34 0.0955 0.3867 0.2811 0.0162 3.9840 0.2835 0.1691 10.3025 1.0086 2.9597 180.2942 17.6497 0.9434
L35 0.0710 0.7769 0.3034 0.0000 4.2716 0.0100 0.0006 5.4982 0.0330 0.0125 118.2108 0.7092 0.8450
L36 0.1769 0.7123 0.0727 0.0224 4.4219 0.0012 0.1267 6.2080 0.0169 2.2803 111.7435 0.3045 0.8559
W2637 0.2267 0.2946 0.1370 0.0172 0.1261 0.0048 0.0761 0.4280 0.0350 0.7608 4.2802 0.3499 0.1497
L37 0.0874 0.5510 0.0422 0.0629 4.5130 0.0033 0.7206 8.1909 0.0775 16.9332 192.4852 1.8218 1.1581
L38 0.1841 1.0968 0.1145 0.3572 8.8259 0.0254 1.9402 8.0472 0.2216 27.1628 112.6608 3.1025 1.2946
L39 0.0000 0.8636 0.2770 0.0000 9.0839 0.0846 0.0000 10.5188 0.3055 0.0000 105.1879 3.0552 1.1340
L41 0.3048 0.7573 0.2966 0.2667 8.5963 0.2249 0.8749 11.3512 0.7582 47.6812 618.6426 41.3236 1.2529
4243 0.2968 1.1730 0.3716 1.3691 7.3097 0.7866 4.6129 6.2316 2.1169 276.7721 373.8941 127.0169 1.2087
4344 0.5166 1.3528 0.3332 2.5806 6.4724 0.3782 4.9949 4.7843 1.1349 249.7429 239.2150 56.7452 1.0860
6869 0.0000 0.5074 0.1918 0.0000 8.6753 0.0344 0.0000 17.0970 0.1793 0.0000 341.9396 3.5853 1.6822
4445 0.0000 0.5452 0.0000 0.0000 9.1648 0.0000 0.0000 16.8098 0.0000 0.0000 554.7244 0.0000 1.2529
4546 0.4827 1.0184 0.2926 4.1993 4.5547 0.1624 8.7001 4.4725 0.5549 217.5034 111.8116 13.8714 1.5477
4647 0.1918 0.6935 0.2009 0.1486 8.0103 0.2670 0.7747 11.5511 1.3293 15.4943 231.0217 26.5867 1.7250
4754 0.2406 0.4014 0.2417 1.2141 5.1732 1.3648 5.0461 12.8868 5.6477 156.4305 399.4905 175.0789 1.7881
4849 0.1537 0.5314 0.1531 0.0111 1.6625 0.0095 0.0724 3.1286 0.0618 0.8691 37.5433 0.7415 0.5454
5051 0.2408 0.3726 0.0000 0.1693 2.1920 0.0000 0.7030 5.8830 0.0000 13.3574 111.7774 0.0000 0.8327
5253 0.0887 0.3260 0.1132 0.1578 2.2242 0.1781 1.7782 6.8229 1.5735 35.5640 136.4573 31.4698 1.3127
5354 0.0290 0.0521 0.0372 0.1576 1.6702 0.1664 5.4381 32.0357 4.4762 157.7048 929.0348 129.8089 1.6338
5462 0.0792 0.1714 0.0431 0.5246 7.3838 0.1879 6.6226 43.0723 4.3593 79.4710 516.8676 52.3114 1.9374
5657 0.0941 0.5271 0.1382 0.0000 0.2712 0.0000 0.0000 0.5145 0.0001 0.0001 3.0867 0.0003 0.0223
5758 0.1083 0.1814 0.1162 0.0019 0.2564 0.0024 0.0172 1.4139 0.0211 0.8586 70.6953 1.0526 0.0993
5859 0.0000 0.8995 0.0000 0.0000 0.6906 0.0000 0.0000 0.7678 0.0000 0.0000 13.8196 0.0000 0.1978
5960 0.3129 0.8279 0.2801 0.0048 0.8203 0.0020 0.0152 0.9909 0.0073 0.2591 16.8449 0.1234 0.1781
6061 0.1255 0.2369 0.0863 0.0132 0.7995 0.0123 0.1052 3.3752 0.1425 1.1569 37.1274 1.5675 0.3347
6162 0.0704 0.1907 0.0377 0.3120 0.5951 0.0309 4.4285 3.1199 0.8209 132.8562 93.5967 24.6278 1.3700
6465 0.3328 0.8002 0.4261 0.0662 8.3452 0.3221 0.1990 10.4294 0.7560 6.3686 333.7408 24.1922 1.3743
6566 0.0000 0.4755 0.4026 0.0000 5.7354 2.9332 0.0000 12.0622 7.2852 0.0000 422.1771 254.9834 1.7692
6667 0.1641 0.2799 0.1258 3.6092 4.2264 0.9593 21.9930 15.1002 7.6241 1099.6515 755.0097 381.2066 1.9934
L595 0.0796 0.1499 0.0285 0.7573 7.3688 0.1878 9.5182 49.1416 6.5930 57.1094 294.8495 39.5580 2.2025
5556ova 0.1908 1.5607 0.0000 0.0011 0.4221 0.0000 0.0058 0.2705 0.0000 0.0923 4.3276 0.0000 0.1798
5663ova 0.0000 1.2071 0.0465 0.0000 0.3827 0.0000 0.0000 0.3170 0.0000 0.0000 26.3104 0.0010 0.1487
6364ova 0.0688 0.8053 0.0688 0.0000 0.5077 0.0000 0.0001 0.6304 0.0001 0.0114 69.3461 0.0114 0.0643
6264ova 0.4909 0.8210 0.4906 0.3682 1.1352 0.0908 0.7501 1.3827 0.1850 7.5008 13.8273 1.8500 0.1430
6768ova 0.9023 1.3321 0.8513 1.1990 3.7472 1.2985 1.3288 2.8130 1.5252 13.2883 28.1303 15.2523 0.2679
4950ova 0.0157 0.0249 0.0063 0.0000 0.0006 0.0000 0.0020 0.0247 0.0020 0.0119 0.1480 0.0119 0.0123
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 0.0134
*========================================================*
| 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 0.1158 4.4011 0.05131 4.5682 9.0249 12.949 0.1158 4.4011 0.05131 4.5682 9.0249 12.949 0.0000 0.0000 0.0000 None
L2 0.0000 4.6519 .21E-05 4.6519 2.3757 6.5197 0.0000 4.6519 .21E-05 4.6519 2.3757 6.5197 0.0000 0.0000 0.0000 None
L3 0.0000 8.3534 0.0000 8.3534 5.1262 10.286 0.0000 8.3534 0.0000 8.3534 5.1262 10.286 0.0000 0.0000 0.0000 None
L4 0.1007 16.381 0.2631 16.745 4.7371 11.816 0.1007 16.381 0.2631 16.745 4.7371 11.816 0.0000 0.0000 0.0000 None
L5 0.0000 13.079 0.0000 13.079 6.8045 13.594 0.0000 13.079 0.0000 13.079 6.8045 13.594 0.0000 0.0000 0.0000 None
L6 2.6406 72.858 2.2488 77.748 6.9162 15.493 2.6406 72.858 2.2488 77.748 6.9162 15.493 0.0000 0.0000 0.0000 None
L7 0.4904 282.03 2.1813 284.70 4.9657 19.009 0.4904 282.03 2.1813 284.70 4.9657 19.009 0.0000 0.0000 0.0000 None
L8 0.2048 630.01 0.4294 630.64 6.1873 26.045 0.2048 630.01 0.4294 630.64 6.1873 26.045 0.0000 0.0000 0.0000 None
L9 8.7724 13.510 0.5863 22.868 3.5311 30.588 8.7724 13.510 0.5863 22.868 3.5311 30.588 0.0000 0.0000 0.0000 None
L10 2.9190 39.355 4.3614 46.635 10.192 23.111 2.9190 39.355 4.3614 46.635 10.192 23.111 0.0000 0.0000 0.0000 None
L11 3.2704 208.40 7.4938 219.16 6.4428 21.680 3.2704 208.40 7.4938 219.16 6.4428 21.680 0.0000 0.0000 0.0000 None
L12 2.5216 429.77 4.4570 436.75 6.6324 22.483 2.5216 429.77 4.4570 436.75 6.6324 22.483 0.0000 0.0000 0.0000 None
L13 5.8246 544.23 11.156 561.21 2.9631 22.463 5.8246 544.23 11.156 561.21 2.9631 22.463 0.0000 0.0000 0.0000 None
L14 0.0000 1.9000 37.453 39.353 4.5231 25.370 0.0000 1.9000 37.453 39.353 4.5231 25.370 0.0000 0.0000 0.0000 None
L15 4.1068 26.532 3.1641 33.803 2.5224 16.854 4.1068 26.532 3.1641 33.803 2.5224 16.854 0.0000 0.0000 0.0000 None
L24 0.03625 26.375 0.0000 26.411 5.0344 17.293 0.03625 26.375 0.0000 26.411 5.0344 17.293 0.0000 0.0000 0.0000 None
L25 1.9354 42.149 2.3094 46.394 3.2797 15.252 1.9354 42.149 2.3094 46.394 3.2797 15.252 0.0000 0.0000 0.0000 None
L26 0.0000 28.684 0.0000 28.684 5.7966 13.749 0.0000 28.684 0.0000 28.684 5.7966 13.749 0.0000 0.0000 0.0000 None
L27 0.0000 74.275 1.0825 75.358 11.313 21.644 0.0000 74.275 1.0825 75.358 11.313 21.644 0.0000 0.0000 0.0000 None
L28 0.0000 6.5774 0.0000 6.5774 26.844 33.380 0.0000 6.5774 0.0000 6.5774 26.844 33.380 0.0000 0.0000 0.0000 None
L29 0.0000 10.301 0.0000 10.301 23.686 30.314 0.0000 10.301 0.0000 10.301 23.686 30.314 0.0000 0.0000 0.0000 None
L30 0.0000 20.344 0.0000 20.344 24.943 36.642 0.0000 20.344 0.0000 20.344 24.943 36.642 0.0000 0.0000 0.0000 None
L31 0.0000 37.825 0.0000 37.825 20.869 46.708 0.0000 37.825 0.0000 37.825 20.869 46.708 0.0000 0.0000 0.0000 None
L32 0.3005 22.659 0.1252 23.085 7.9479 16.086 0.3005 22.659 0.1252 23.085 7.9479 16.086 0.0000 0.0000 0.0000 None
L33 0.1539 2.5043 0.05029 2.7084 7.8905 18.080 0.1539 2.5043 0.05029 2.7084 7.8905 18.080 0.0000 0.0000 0.0000 None
L34 0.2438 60.146 4.2807 64.670 1.7949 22.980 0.2438 60.146 4.2807 64.670 1.7949 22.980 0.0000 0.0000 0.0000 None
L35 .000176 18.218 0.04269 18.260 8.9222 29.889 .000176 18.218 0.04269 18.260 8.9222 29.889 0.0000 0.0000 0.0000 None
L36 0.2977 58.732 0.01635 59.046 4.9882 28.294 0.2977 58.732 0.01635 59.046 4.9882 28.294 0.0000 0.0000 0.0000 None
W2637 0.1342 0.9810 0.03728 1.1525 8.2839 14.203 0.1342 0.9810 0.03728 1.1525 8.2839 14.203 0.0000 0.0000 0.0000 None
L37 2.0849 149.47 0.1084 151.67 4.7496 18.883 2.0849 149.47 0.1084 151.67 4.7496 18.883 0.0000 0.0000 0.0000 None
L38 6.4958 160.50 0.4616 167.46 20.090 36.015 6.4958 160.50 0.4616 167.46 20.090 36.015 0.0000 0.0000 0.0000 None
L39 0.0000 84.878 0.7909 85.668 21.109 36.644 0.0000 84.878 0.7909 85.668 21.109 36.644 0.0000 0.0000 0.0000 None
L41 3.3117 106.76 2.7932 112.86 20.401 36.075 3.3117 106.76 2.7932 112.86 20.401 36.075 0.0000 0.0000 0.0000 None
4243 14.033 74.922 8.0625 97.018 14.565 40.840 14.033 74.922 8.0625 97.018 14.565 40.840 0.0000 0.0000 0.0000 None
4344 24.944 62.562 3.6556 91.161 15.871 38.709 24.944 62.562 3.6556 91.161 15.871 38.709 0.0000 0.0000 0.0000 None
6869 0.0000 107.76 0.4271 108.18 23.552 46.159 0.0000 107.76 0.4271 108.18 23.552 46.159 0.0000 0.0000 0.0000 None
4445 0.0000 215.85 0.0000 215.85 11.526 30.894 0.0000 215.85 0.0000 215.85 11.526 30.894 0.0000 0.0000 0.0000 None
4546 89.760 97.357 3.4708 190.59 8.8909 25.425 89.760 97.357 3.4708 190.59 8.8909 25.425 0.0000 0.0000 0.0000 None
4647 5.0870 274.24 9.1415 288.47 9.3444 22.746 5.0870 274.24 9.1415 288.47 9.3444 22.746 0.0000 0.0000 0.0000 None
4754 79.421 338.40 89.278 507.10 14.392 37.909 79.421 338.40 89.278 507.10 14.392 37.909 0.0000 0.0000 0.0000 None
4849 0.2178 32.535 0.1852 32.938 20.768 30.795 0.2178 32.535 0.1852 32.938 20.768 30.795 0.0000 0.0000 0.0000 None
5051 7.2909 94.386 0.0000 101.68 13.611 23.315 7.2909 94.386 0.0000 101.68 13.611 23.315 0.0000 0.0000 0.0000 None
5253 18.435 259.88 20.813 299.13 8.1227 19.807 18.435 259.88 20.813 299.13 8.1227 19.807 0.0000 0.0000 0.0000 None
5354 82.490 874.17 87.114 1043.8 2.1003 34.397 82.490 874.17 87.114 1043.8 2.1003 34.397 0.0000 0.0000 0.0000 None
5462 58.277 820.22 20.870 899.37 0.08917 40.803 58.277 820.22 20.870 899.37 0.08917 40.803 0.0000 0.0000 0.0000 None
5657 .97E-05 1.7182 .000046 1.7182 0.09733 29.905 .97E-05 1.7182 .000046 1.7182 0.09733 29.905 0.0000 0.0000 0.0000 None
5758 0.06066 8.3670 0.07980 8.5075 4.6153 20.424 0.06066 8.3670 0.07980 8.5075 4.6153 20.424 0.0000 0.0000 0.0000 None
5859 0.0000 3.6196 0.0000 3.6196 7.3663 12.435 0.0000 3.6196 0.0000 3.6196 7.3663 12.435 0.0000 0.0000 0.0000 None
5960 0.02886 4.9639 0.01230 5.0051 7.7096 16.213 0.02886 4.9639 0.01230 5.0051 7.7096 16.213 0.0000 0.0000 0.0000 None
6061 0.4807 29.116 0.4476 30.044 13.664 28.786 0.4807 29.116 0.4476 30.044 13.664 28.786 0.0000 0.0000 0.0000 None
6162 29.304 55.900 2.9069 88.111 0.06900 15.022 29.304 55.900 2.9069 88.111 0.06900 15.022 0.0000 0.0000 0.0000 None
6465 1.4001 176.43 6.8101 184.64 28.378 44.822 1.4001 176.43 6.8101 184.64 28.378 44.822 0.0000 0.0000 0.0000 None
6566 0.0000 203.61 104.13 307.73 5.3566 25.072 0.0000 203.61 104.13 307.73 5.3566 25.072 0.0000 0.0000 0.0000 None
6667 225.80 264.42 60.018 550.24 3.2379 43.981 225.80 264.42 60.018 550.24 3.2379 43.981 0.0000 0.0000 0.0000 None
L595 105.01 1021.8 26.045 1152.8 0.05973 51.170 105.01 1021.8 26.045 1152.8 0.05973 51.170 0.0000 0.0000 0.0000 None
5556ova .006970 2.6730 0.0000 2.6799 8.7127 12.092 .006970 2.6730 0.0000 2.6799 8.7127 12.092 0.0000 0.0000 0.0000 None
5663ova 0.0000 2.9837 .42E-05 2.9837 9.1009 12.901 0.0000 2.9837 .42E-05 2.9837 9.1009 12.901 0.0000 0.0000 0.0000 None
6364ova .000028 2.0242 .000028 2.0243 0.09678 9.9032 .000028 2.0242 .000028 2.0243 0.09678 9.9032 0.0000 0.0000 0.0000 None
6264ova 5.8417 18.010 1.4400 25.292 32.399 58.009 5.8417 18.010 1.4400 25.292 32.399 58.009 0.0000 0.0000 0.0000 None
6768ova 18.469 57.722 20.002 96.193 22.038 53.152 18.469 57.722 20.002 96.193 22.038 53.152 0.0000 0.0000 0.0000 None
4950ova .003321 0.06580 .001328 0.07045 18.079 20.721 .003321 0.06580 .001328 0.07045 18.079 20.721 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 103.6602 102.3681 10.5000 11.7000 2.6751 2.6751 1.7000 1.2490 1.2490 0.8000 3.9241 3.9241
L2 102.3682 101.1323 11.0000 4.2000 1.8243 1.8243 2.7000 2.3197 2.3197 2.3000 4.1439 4.1439
L3 101.1323 100.4627 16.0000 7.4000 2.2738 2.2738 2.6000 2.8860 2.8860 3.3000 5.1598 5.1598
L4 100.4627 99.9986 16.0000 6.5000 1.7629 1.7629 1.3000 5.3165 5.3165 4.2000 7.0794 7.0794
L5 99.9986 99.5840 10.0000 11.5000 4.6955 4.6955 5.5000 2.0943 2.0943 2.4000 6.7897 6.7897
L6 99.5840 99.6001 10.2000 12.1000 5.1838 5.1838 2.6000 3.3929 3.3929 1.9000 8.5767 8.5767
L7 99.6001 99.6023 10.5000 11.9000 6.9343 6.9343 6.0000 7.1087 7.1087 5.1000 14.0429 14.0429
L8 99.6023 99.6027 10.0000 14.5000 8.3127 8.3127 7.6000 11.5451 11.5451 10.8000 19.8579 19.8579
L9 99.6027 99.4116 10.0000 27.5000 23.9689 23.9689 8.2000 3.0878 3.0878 2.2000 27.0567 27.0567
L10 98.9000 97.6411 10.0000 19.7000 9.5081 9.5081 7.2000 3.4105 3.4105 0.0000 12.9187 12.9187
L11 97.6411 97.6435 16.5000 12.9000 6.4572 6.4572 3.5000 8.7797 8.7797 5.4000 15.2369 15.2369
L12 97.6435 97.6442 16.5000 15.0000 8.3676 8.3676 6.0000 7.4829 7.4829 5.5000 15.8505 15.8505
L13 97.6442 97.6450 17.5000 12.5000 9.5369 9.5369 4.6000 9.9634 9.9634 5.5000 19.5002 19.5002
L14 97.6450 97.5310 10.0000 5.0000 0.4769 0.4769 0.6000 20.3702 20.3702 1.4000 20.8470 20.8470
L15 94.9678 94.7340 13.0000 6.5000 3.9776 3.9776 0.0000 10.3544 10.3544 6.5000 14.3320 14.3320
L24 94.7339 94.2538 20.0000 16.8000 11.7656 11.7656 11.2000 0.4933 0.4933 0.8000 12.2589 12.2589
L25 94.2538 93.9116 16.0000 4.7000 1.4203 1.4203 0.0000 10.5521 10.5521 7.9000 11.9724 11.9724
L26 93.9116 93.3576 15.0000 7.8000 2.0034 2.0034 2.6000 5.9494 5.9494 7.2000 7.9528 7.9528
L27 93.3576 93.3137 14.5000 13.7000 2.3873 2.3873 3.4000 7.9443 7.9443 5.1000 10.3316 10.3316
L28 120.8529 113.9584 134.0000 31.0000 4.1565 4.1565 11.0000 2.3800 2.3800 19.0000 6.5365 6.5365
L29 113.9584 105.9580 158.0000 28.5000 4.8143 4.8143 16.5000 1.8143 1.8143 19.5000 6.6286 6.6286
L30 105.9580 98.2763 150.0000 32.0000 7.0568 7.0568 12.0000 4.6419 4.6419 17.0000 11.6987 11.6987
L31 98.2763 95.9049 89.0000 30.0000 9.1306 9.1306 10.0000 16.7080 16.7080 19.0000 25.8387 25.8387
L32 95.9049 95.0071 21.0000 13.6000 5.6521 5.6521 4.3000 2.4859 2.4859 1.9000 8.1379 8.1379
L33 97.8979 97.3393 10.0000 13.8000 5.9095 5.9095 2.0000 4.2798 4.2798 3.0000 10.1893 10.1893
L34 95.0071 94.9211 17.5000 16.7000 14.9051 14.9051 12.7000 6.2799 6.2799 3.8000 21.1849 21.1849
L35 94.9211 93.6868 21.5000 11.0000 2.0778 2.0778 2.0000 18.8887 18.8887 18.4000 20.9665 20.9665
L36 93.6868 93.3291 18.0000 6.8000 1.8118 1.8118 1.1000 21.4938 21.4938 21.1000 23.3057 23.3057
W2637 93.9116 93.7062 10.0000 9.3000 1.0161 1.0161 0.0000 4.9032 4.9032 3.9000 5.9194 5.9194
L37 93.3291 93.3137 23.5000 11.3000 6.5504 6.5504 4.1000 7.5826 7.5826 6.8000 14.1331 14.1331
L38 93.3137 93.2511 14.0000 30.6000 10.5105 10.5105 5.1000 5.4155 5.4155 4.2000 15.9260 15.9260
L39 93.1300 93.2511 10.0000 30.7000 9.5914 9.5914 9.7000 5.9443 5.9443 4.8000 15.5357 15.5357
L41 93.1300 92.7390 54.5000 32.5000 12.0986 12.0986 10.3000 3.5749 3.5749 2.0000 15.6735 15.6735
4243 92.7390 91.7996 60.0000 31.0000 16.4349 16.4349 1.5000 9.8400 9.8400 5.0000 26.2749 26.2749
4344 91.7996 91.1304 50.0000 32.0000 16.1291 16.1291 2.0000 6.7089 6.7089 3.4000 22.8380 22.8380
6869 89.5222 89.3623 20.0000 36.0000 12.4482 12.4482 13.2000 10.1592 10.1592 5.8000 22.6074 22.6074
4445 91.1304 91.0970 33.0000 26.4000 14.8738 14.8738 21.8000 4.4941 4.4941 8.0000 19.3680 19.3680
4546 91.0970 91.0636 25.0000 22.1000 13.2091 13.2091 1.7000 3.3247 3.3247 2.0000 16.5338 16.5338
4647 91.0636 91.0467 20.0000 11.8000 2.4556 2.4556 0.6000 10.9463 10.9463 7.8000 13.4019 13.4019
4754 91.0467 91.0404 31.0000 28.6000 14.2079 14.2079 7.1000 9.3094 9.3094 1.4000 23.5173 23.5173
4849 91.0459 91.0441 12.0000 26.3000 5.5322 5.5322 4.6000 4.4954 4.4954 3.7000 10.0276 10.0276
5051 91.0418 91.0416 19.0000 21.4000 7.7886 7.7886 6.1000 1.9148 1.9148 5.4600 9.7034 9.7034
5253 91.0405 91.0405 20.0000 14.4000 6.2773 6.2773 2.8000 5.4071 5.4071 2.7700 11.6845 11.6845
5354 91.0405 91.0404 29.0000 30.3000 28.1997 28.1997 20.1000 4.0968 4.0968 0.0000 32.2964 32.2964
5462 91.0404 91.0399 12.0000 13.9000 13.8108 13.8108 2.9000 26.9031 26.9031 20.0000 40.7139 40.7139
5657 99.5490 99.2564 6.0000 29.9000 29.8027 29.8027 29.8000 0.0047 0.0047 0.0000 29.8074 29.8074
5758 99.2564 92.6249 50.0000 20.0000 15.3847 15.3847 15.0000 0.4242 0.4242 0.0000 15.8089 15.8089
5859 92.6249 91.8126 18.0000 8.4000 1.0337 1.0337 2.3000 4.0352 4.0352 5.5000 5.0689 5.0689
5960 91.8126 91.2945 17.0000 10.1000 2.3904 2.3904 2.0000 6.1132 6.1132 5.9000 8.5036 8.5036
6061 91.2945 91.2228 11.0000 25.0000 11.3362 11.3362 10.4000 3.7858 3.7858 1.5000 15.1220 15.1220
6162 91.0440 91.0399 30.0000 9.3000 9.2310 9.2310 1.3000 5.7216 5.7216 2.0000 The text continues on section 5.